RENCANA ANGGARAN BIAYA (RAB)

PEKERJAAN : RENOVASI RUMAH LANTAI 2

TYPE / LUAS TANA: 157/ 138
LOKASI : PERUM JOYOGRAND
TAHUN : 2023

NO URAIAN PEKERJAAN P l t jumlah total grand VOLUME SATUAN HARGA SATUAN JUMLAH HARGA BOBOT
1 2 4 3 4 5 6 7
I PEKERJAAN PERSIAPAN
1 pembersihan lahan 110.91 110.91 m2 17,500.00 1,940,991.50 1%
2 pekerjaan pengukuran 110.91 110.91 m' 34,195.00 3,792,697.39 2%

II PEKERJAAN PEMBONGKARAN
1 bongkar tembok lama 10.475 0.15 3.00 4.71 m3 678,152.00 3,196,638.99 2%

III PEKERJAAN TANAH

1 galian tanah pondasi footplat 1.00 1.00 1.5 5.0 7.5 7.5 m3 79,375.00 595,312.50 0%
2 urugan tanah kembali 2.5 2.5 m3 22,147.00 55,367.50 0%

IV PEKERJAAN BETON
1 Beton Tumbuk Lantai Kerja (5Cm) 1.00 1.00 6.00 6.00 6.00 m2 54,370.75 326,224.50 0%
2 Beton Footplat (Fp 100/100/15) 1.00 1.00 0.15 6.00 0.90 0.90 m3 3,950,666.00 3,555,599.40 2%
3 Beton Sloof (S2 15/20) 14.475 0.15 0.20 1.00 0.43 0.43 m3 5,135,865.80 2,230,249.72 1%
4 Kolom Praktis (15/15) 0.15 0.15 3 11.00 0.74 m3 3,950,666.00 2,933,369.51 1%
5 Plat lantai 12cm 0.12 45.5306 5.46 m3 3,950,666.00 21,585,143.21 10%
6 Kolom struktur (15/20) 0.15 0.2 3 6.00 0.54 m3 3,950,666.00 2,133,359.64 1%
7 Plat tangga 12cm 10 0.60 0.12 0.72 0.72 m3 3,950,666.00 2,844,479.52 1%
8 Balok anak 20X15 3.00 0.15 0.20 0.09 m3 3,950,666.00 355,559.94 0.17%
9 Balok Induk 60X30 7 0.3 0.6 1.26 m3 3,950,666.00 4,977,839.16 2%
10 Ring Balok (RB 15/20) 45.125 45.125 m' 112,806.30 5,090,384.20 2%

V PEKERJAAN PASANGAN
1 pasangan bata merah 1/2 bata 59.6 3.00 159.36 159.36 m2 174,498.00 27,808,001.28 13%
2 plesteran dinding 59.6 3.00 2.00 318.72 318.72 m2 53,562.25 17,071,360.32 8%
3 pasangan gewel 4.86 4.8576 m2 174,498.00 847,641.48 0%
4 acian dinding 318.72 318.72 m2 40,940.00 13,048,396.80 6%
VI PEKERJAAN PENUTUP ATAP
1 rangka hollow plafond 40.2581 40.26 m2 274,240.00 11,040,381.34 5%
2 penutup plafond 40.2581 40.26 m2 108,898.00 4,384,026.57 2%

VII PEKERJAAN LANGIT-LANGIT

1 rangka atap galvalum 1mm 60.52 m2 110,000.00 6,657,200.00 3%
2 penutup atap 60.52 m2 226,947.00 13,734,832.44 7%
3 bubungan 9.5 m2 185,462.00 1,761,889.00 1%
4 lisplank 6.8 m2 122,509.80 833,066.64 0%

VIII PEKERJAAN KERAMIK/LANTAI

1 lantai granite 60x60 57.7568 57.7568 m2 303,204.00 17,512,092.79 8%
2 lantai keramik 30x30 anti slip 7.5762 7.5762 m2 164,574.05 1,246,845.89 1%
3 keramik dinding 20x35 11.36 11.36 m2 211,260.06 2,399,914.22 1%

IX PEKERJAAN PENGECATAN
1 pengecatan dinding 146.4334 146.4334 m2 34,716.97 5,083,723.47 2%
2 pengecatan kusen 17.58 m2 30,740.00 540,409.20 0%

X INSTALASI LISTRIK
1 Pasang Stop Kontak 8 bh 324,651.00 2,597,208.00 1%
2 Pasang Lampu 14 bh 406,950.00 5,697,300.00 3%
3 Pasang Saklar Ganda 6 bh 88,451.00 530,706.00 0%
4 Pasang Saklar Tunggal 2 bh 89,451.00 178,902.00 0%

XI PEKERJAAN PINTU DAN KUSEN

1 Kusen pintu
pintu P1 (0.80x2.00) 0.82 2.05 1.00 1.68 m3 155,858.25 261,997.72 0%
pintu P2 (0.90x2.00) 0.92 2.05 1.00 1.89 m3 155,858.25 293,948.66 0%
Pintu P3 (0.72x2.00) 0.72 2.05 1.00 1.48 m3 155,858.25 230,046.78 0%
2 Kusen Pintu Jendela 2.57 2.5 1.00 6.43 m3
4 Kusen Jendela m3
Jendela J1 (3.5x1.77) 3.5 1.77 1.00 6.20 m3 155,858.25 965,541.86 0%
Jendela J2 (1.2x2.65) 1.2 2.65 1.00 3.18 m3 155,858.25 495,629.23 0%
5 Daun Pintu
Daun pintu DP 1 0.72 2 1.00 1.44 m2 1,516,706.20 2,184,056.93 1%
Daun pintu DP 2 0.82 2 1.00 1.64 m2 1,516,706.20 2,487,398.17 1%
Daun pintu DP 3 0.62 2 1.00 1.24 m2 1,516,706.20 1,880,715.69 1%
6 Daun Jendela
Daun Jendela DJ 1 3.4 1.59 1.00 5.41 m2 1,186,526.50 6,414,362.26 3%
Daun Jendela DJ 2 1.1 2.55 1.00 2.80 m2 1,186,526.50 3,328,206.83 2%

XII PEKERJAAN SANITASI

1
2
3
4
5
6
7
8
9
GRAND TOTAL 207,129,018.26 100%
 ANALISA

PEKERJAAN PERSIAPAN
1. 1 m2 Pembersihan Lapangan dan Peralatan
Upah An. SNI ( Revisi ) 6.8.1
0.100 O/hr Pekerja Rp 101,000.00 = Rp 10,100.00
0.050 O/hr Mandor Rp 145,000.00 = Rp 7,250.00
= Rp 17,350.00
= Rp 17,350.00

2. 1 m' Pengukuran dan Pasang Papan Bowplank

Bahan An. SNI ( Revisi ) 6.4.1
0.012 m3 Kayu meranti 5/7 Rp 2,225,000.00 = Rp 26,700.00
0.020 kg Paku biasa 2" - 5 " Rp 60,000.00 = Rp 1,200.00
0.007 m3 Kayu Papan meranti 3/20 Rp 2,225,000.00 = Rp 15,575.00
= Rp 43,475.00
Upah An. SNI ( Revisi ) 6.4.2
0.100 Oh Tukang Kayu Rp 127,000.00 = Rp 12,700.00
0.100 Oh Pekerja Rp 101,000.00 = Rp 10,100.00
0.010 Oh Kepala Tukang Rp 139,000.00 = Rp 1,390.00
0.005 Oh Mandor Rp 145,000.00 = Rp 725.00
= Rp 24,915.00
= Rp 68,390.00

3. 1 m' Pagar sementara dari kayu tinggi 2 m

Bahan An. SNI ( Revisi ) 6.1.1
1.250 Btg Dolken kayu Ø 8-10 / 400 cm Rp 30,000.00 = Rp 37,500.00
5.500 kg Semen Portland Rp 1,600.00 = Rp 8,800.00
0.005 m3 Pasir beton Rp 431,000.00 = Rp 2,155.00
0.009 m3 Koral beton Rp 346,000.00 = Rp 3,114.00
0.072 m3 Kayu meranti 5/7 Rp 2,225,000.00 = Rp 160,200.00
0.060 kg Paku biasa 2" - 5 " Rp 60,000.00 = Rp 3,600.00
0.400 Lt Residu Rp 19,578.00 = Rp 7,831.20
= Rp 223,200.20
Upah An. SNI ( Revisi ) 6.1.2
0.200 Oh Tukang Kayu Rp 127,000.00 = Rp 25,400.00
0.400 Oh Pekerja Rp 101,000.00 = Rp 40,400.00
0.020 Oh Kepala Tukang Rp 139,000.00 = Rp 2,780.00
0.020 Oh Mandor Rp 145,000.00 = Rp 2,900.00
= Rp 71,480.00
= Rp 294,680.20

4 1 m' Pagar sementara dari kawat duri tinggi 1.8 m

Bahan An. SNI ( Revisi ) 6.3.1
1.250 Btg Dolken kayu Ø 8-10 / 400 cm Rp 30,000.00 = Rp 37,500.00
2.000 kg Semen Portland Rp 1,600.00 = Rp 3,200.00
25.000 kg Kawat duri Rp 38,000.00 = Rp 950,000.00
0.005 m3 Pasir beton Rp 431,000.00 = Rp 2,155.00
0.009 m3 Koral beton Rp 346,000.00 = Rp 3,114.00
0.060 kg Paku biasa 2" - 5 " Rp 60,000.00 = Rp 3,600.00
= Rp 999,569.00

Upah An. SNI ( Revisi ) 6.3.2

0.200 Oh Tukang Kayu Rp 127,000.00 = Rp 25,400.00
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.020 Oh Kepala Tukang Rp 139,000.00 = Rp 2,780.00
0.020 Oh Mandor Rp 145,000.00 = Rp 2,900.00
= Rp 61,380.00
= Rp 1,060,949.00
5 1 m2 Pembuatan kantor sementara, dengan lantai plesteran (Direksi keet)
Bahan An. SNI ( Revisi ) 6.5.1
1.250 Btg Dolken kayu Ø 8-10 / 400 cm Rp 30,000.00 = Rp 37,500.00
0.180 m3 Kayu meranti 5/7 Rp 2,225,000.00 = Rp 400,500.00
0.850 kg Paku biasa 2" - 5 " Rp 60,000.00 = Rp 51,000.00
1.100 kg Besi strip Rp 14,000.00 = Rp 15,400.00
35.000 kg Semen Portland Rp 1,600.00 = Rp 56,000.00
0.150 m3 Pasir pasang Rp 431,000.00 = Rp 64,650.00
0.100 m3 Pasir beton Rp 431,000.00 = Rp 43,100.00
0.150 m3 Koral beton Rp 346,000.00 = Rp 51,900.00
30.000 Bh Bata merah Rp 1,300.00 = Rp 39,000.00
0.250 Lbr Seng plat Rp 82,000.00 = Rp 20,500.00
2.000 m2 Jendela nako Rp 409,000.00 = Rp 818,000.00
0.080 m2 Kaca polos Rp 142,000.00 = Rp 11,360.00
0.150 Bh Kunci tanam Rp 145,000.00 = Rp 21,750.00
0.060 Lbr Playwood 4mm Rp 139,000.00 = Rp 8,340.00
= Rp 1,639,000.00
Upah An. SNI ( Revisi ) 6.5.2
2.000 Oh Tukang Kayu Rp 127,000.00 = Rp 254,000.00
1.000 Oh Tukang batu Rp 139,000.00 = Rp 139,000.00
1.000 Oh Pekerja Rp 101,000.00 = Rp 101,000.00
0.300 Oh Kepala Tukang Rp 139,000.00 = Rp 41,700.00
0.050 Oh Mandor Rp 145,000.00 = Rp 7,250.00
= Rp 542,950.00
= Rp 2,181,950.00

6 1 m2 Pembuatan gudang semen dan alat-alat

Bahan An. SNI ( Revisi ) 6.6.1
1.700 Btg Dolken kayu Ø 8-10 / 400 cm Rp 30,000.00 = Rp 51,000.00
0.210 m3 Kayu meranti 5/7 Rp 2,225,000.00 = Rp 467,250.00
0.300 kg Paku biasa 2" - 5 " Rp 60,000.00 = Rp 18,000.00
10.500 kg Semen Portland Rp 1,600.00 = Rp 16,800.00
0.030 m3 Pasir beton Rp 431,000.00 = Rp 12,930.00
0.050 m3 Koral beton Rp 346,000.00 = Rp 17,300.00
1.500 Lbr Seng gelombang bljs 32 Rp 81,000.00 = Rp 121,500.00
= Rp 704,780.00
Upah An. SNI ( Revisi ) 6.6.2
2.000 Oh Tukang Kayu Rp 127,000.00 = Rp 254,000.00
1.000 Oh Pekerja Rp 101,000.00 = Rp 101,000.00
0.200 Oh Kepala Tukang Rp 139,000.00 = Rp 27,800.00
0.050 Oh Mandor Rp 145,000.00 = Rp 7,250.00
= Rp 390,050.00
= Rp 1,094,830.00

7 1 m2 Pembuatan rumah jaga/konstruksi kayu

Bahan An. SNI ( Revisi ) 6.7.1
3.000 Btg Dolken kayu Ø 8-10 / 400 cm Rp 30,000.00 = Rp 90,000.00
0.276 m3 Kayu meranti 5/7 Rp 2,225,000.00 = Rp 614,100.00
0.700 kg Paku biasa 2" - 5 " Rp 60,000.00 = Rp 42,000.00
1.500 Lbr Seng gelombang bljs 32 Rp 81,000.00 = Rp 121,500.00
= Rp 867,600.00

Upah An. SNI ( Revisi ) 6.7.2

1.500 Oh Tukang Kayu Rp 127,000.00 = Rp 190,500.00
1.000 Oh Pekerja Rp 101,000.00 = Rp 101,000.00
0.150 Oh Kepala Tukang Rp 139,000.00 = Rp 20,850.00
0.050 Oh Mandor Rp 145,000.00 = Rp 7,250.00
= Rp 319,600.00
= Rp 1,187,200.00
8 1 m2 Pembuatan bedeng buruh
Bahan An. SNI ( Revisi ) 6.9.1
1.250 Btg Dolken kayu Ø 8-10 / 400 cm Rp 30,000.00 = Rp 37,500.00
0.186 m3 Kayu meranti 5/7 Rp 2,225,000.00 = Rp 413,850.00
0.300 kg Paku biasa 2" - 5 " Rp 60,000.00 = Rp 18,000.00
18.000 kg Semen Portland Rp 1,600.00 = Rp 28,800.00
0.030 m3 Pasir beton Rp 431,000.00 = Rp 12,930.00
0.050 m3 Koral beton Rp 346,000.00 = Rp 17,300.00
1.500 Lbr Seng gelombang bljs 32 Rp 81,000.00 = Rp 121,500.00
1.350 Lbr Playwood 4mm Rp 139,000.00 = Rp 187,650.00
= Rp 837,530.00
Upah An. SNI ( Revisi ) 6.9.2
2.000 Oh Tukang Kayu Rp 127,000.00 = Rp 254,000.00
1.000 Oh Pekerja Rp 101,000.00 = Rp 101,000.00
0.200 Oh Kepala Tukang Rp 139,000.00 = Rp 27,800.00
0.050 Oh Mandor Rp 145,000.00 = Rp 7,250.00
= Rp 390,050.00
= Rp 1,227,580.00

9 1 m2 Pembuatan bak adukan ukuran ( 40 x 50 x 25 ) cm

Bahan An. SNI ( Revisi ) 6.10.1
0.036 m3 Kayu Terentang / meranti Rp 2,225,000.00 = Rp 80,100.00
0.080 kg Paku biasa 2" - 5 " Rp 19,000.00 = Rp 1,520.00
1.000 Btg Kaso meranti 5/7 Rp 25,000.00 = Rp 25,000.00
= Rp 106,620.00
Upah An. SNI ( Revisi ) 6.10.2
0.300 Oh Tukang Kayu Rp 127,000.00 = Rp 38,100.00
0.002 Oh Mandor Rp 145,000.00 = Rp 217.50
= Rp 38,317.50
= Rp 144,937.50

10 1 m2 Pembuatan stegger dari bambu

Bahan An. SNI ( Revisi ) 6.11.1
1.000 Btg Bambu Ø 6 - 10 / 600 cm Rp 57,000.00 = Rp 57,000.00
0.250 Kg Tali ijuk Rp 804,000.00 = Rp 201,000.00
= Rp 258,000.00

Upah An. SNI ( Revisi ) 6.11.2

0.250 Oh Tukang Kayu Rp 127,000.00 = Rp 31,750.00
0.002 Oh Kepala Tukang Rp 139,000.00 = Rp 278.00
0.017 Oh Pekerja Rp 101,000.00 = Rp 1,717.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,885.00
= Rp 35,630.00
= Rp 293,630.00

11 1 m2 Pembuatan jalan sementara

Bahan An. SNI ( Revisi ) 6.12.1
0.150 m3 Batu belah 15/20 Rp 266,000.00 = Rp 39,900.00
0.090 m3 Batu pecah 5/7 Rp 396,000.00 = Rp 35,640.00
0.010 m3 Pasir pasang Rp 431,000.00 = Rp 4,310.00
= Rp 79,850.00
Upah An. SNI ( Revisi ) 6.12.2
1.000 Oh Pekerja Rp 101,000.00 = Rp 101,000.00
0.050 Oh Mandor Rp 145,000.00 = Rp 7,250.00
= Rp 108,250.00
= Rp 188,100.00

12 1 m3 Bongkaran beton bertulang

Upah An. SNI ( Revisi ) 6.13.1
6.667 Oh Pekerja Rp 101,000.00 = Rp 673,367.00
0.333 Oh Mandor Rp 145,000.00 = Rp 48,285.00
 = Rp 721,652.00
= Rp 721,652.00

13 1 m3 Bongkaran dinding tembok bata merah

Upah An. SNI ( Revisi ) 6.14.1+ membuat

6.667 Oh Pekerja Rp 101,000.00 = Rp 673,367.00
0.033 Oh Mandor Rp 145,000.00 = Rp 4,785.00
= Rp 678,152.00
= Rp 678,152.00

13 1 m3 Bongkaran batu kali

Upah An. SNI ( Revisi ) 6.14.1+ membuat

3.000 Oh Pekerja Rp 101,000.00 = Rp 303,000.00
0.150 Oh Mandor Rp 145,000.00 = Rp 21,750.00
= Rp 324,750.00
= Rp 324,750.00

14 1 m' Pagar sementara dari seng gelombang tinggi 2 m

Bahan An. SNI ( Revisi ) 6.2.1
1.250 Btg Dolken kayu Ø 8-10 / 400 cm Rp 30,000.00 = Rp 37,500.00
2.500 kg Semen Portland Rp 1,600.00 = Rp 4,000.00
1.200 Lbr Seng gelombang 3" - 5" Rp 81,000.00 = Rp 97,200.00
0.005 m3 Pasir beton Rp 431,000.00 = Rp 2,155.00
0.009 m3 Koral beton Rp 346,000.00 = Rp 3,114.00
0.072 m3 Kayu meranti 5/7 Rp 2,225,000.00 = Rp 160,200.00
0.060 kg Paku biasa 2" - 5 " Rp 60,000.00 = Rp 3,600.00
0.450 kg Meni besi Rp 49,000.00 = Rp 22,050.00
= Rp 329,819.00
Upah An. SNI ( Revisi ) 6.2.2
0.200 Oh Tukang Kayu Rp 127,000.00 = Rp 25,400.00
0.400 Oh Pekerja Rp 101,000.00 = Rp 40,400.00
0.020 Oh Kepala Tukang Rp 139,000.00 = Rp 2,780.00
0.020 Oh Mandor Rp 145,000.00 = Rp 2,900.00
= Rp 71,480.00
= Rp 401,299.00

15. 1 m' Pasang pagar kawat jaring galvanis(Harmonikaq), tinggi 1 meter.

Bahan An. SNI ( Revisi ) 6.15.1
0.434 Lbr Pagar kawat jaring Rp 37,000.00 = Rp 16,058.00
= Rp 16,058.00
Upah An. SNI ( Revisi ) 6.15.2
0.042 Oh Pekerja Rp 101,000.00 = Rp 4,242.00
0.004 Oh Kepala Tukang Rp 139,000.00 = Rp 556.00
0.042 Oh Tukang Rp 127,000.00 = Rp 5,334.00
0.002 Oh Mandor Rp 145,000.00 = Rp 290.00
= Rp 10,422.00
= Rp 26,480.00

16. 1 m' Pasang pagar beton pracetak ( 5 x 50 x 213 ) cm tinggi 1 meter

Bahan An. SNI ( Revisi ) 6.16.1
0.986 Lbr Panel beton pracetak Rp 112,000.00 = Rp 110,432.00
0.525 Btg Kolom beton pracetak Rp 136,000.00 = Rp 71,400.00
0.074 m3 Pasir beton Rp 431,000.00 = Rp 31,894.00
0.146 m3 Koral 2/3 Rp 346,000.00 = Rp 50,516.00
 45.000 Kg Semen abu-abu Rp 1,600.00 = Rp 72,000.00
= Rp 336,242.00
Upah An. SNI ( Revisi ) 6.16.2
0.125 Oh Tukang batu Rp 127,000.00 = Rp 15,875.00
0.375 Oh Pekerja Rp 101,000.00 = Rp 37,875.00
0.012 Oh Kepala tukang Rp 139,000.00 = Rp 1,668.00
0.019 Oh Mandor Rp 145,000.00 = Rp 2,755.00
= Rp 58,173.00
= Rp 394,415.00

3 1 m2 Pembuatan Direksi Keet

Bahan An. SNI ( Revisi ) 6.4.1
0.070 m3 Kaso Kamper Rp 2,225,000.00 = Rp 155,750.00
0.800 lbr Dinding Triplek 6mm Rp 82,000.00 = Rp 65,600.00
0.240 m3 Batu Kali Rp 374,000.00 = Rp 89,760.00
0.520 zak Semen Rp 1,600.00 = Rp 832.00
0.100 m3 Pasir Pasang Rp 431,000.00 = Rp 43,100.00
1.000 lbr Plafon Asbes 3mm Rp 17,000.00 = Rp 17,000.00
1.500 kg Paku rata-rata Rp 19,000.00 = Rp 28,500.00
0.600 lbr Asbes Gelombang Rp 95,000.00 = Rp 57,000.00
9.000 bh Pake Asbes Rp 22,000.00 = Rp 198,000.00
0.700 m2 Floor Lantai Rp 1,030,000.00 = Rp 721,000.00
0.060 m2 Pintu Triplek Rp 82,000.00 = Rp 4,920.00
1.000 dn Jendela Nako Kaca Bening Rp 409,000.00 = Rp 409,000.00
2.000 m2 Cat dinding/Plafon Rp 47,000.00 = Rp 94,000.00
Sub total : = Rp 1,884,462.00
Upah An. SNI ( Revisi ) 6.4.2
0.400 org/hr Tukang Batu Rp 127,000.00 = Rp 50,800.00
0.040 org/hr Kepala Tukang Rp 139,000.00 = Rp 5,560.00
1.200 org/hr Pekerja Rp 101,000.00 = Rp 121,200.00
0.060 org/hr Mandor Rp 145,000.00 = Rp 8,700.00
Sub total : = Rp 186,260.00
= Rp 2,070,722.00

4 1 m' Pembuatan Pagar Pembatas

Bahan An. SNI ( Revisi ) 6.4.1
0.030 m3 Kaso Meranti Jambi Rp 2,225,000.00 = Rp 66,750.00
1.200 lbr Seng Gelombang Rp 81,000.00 = Rp 97,200.00
0.200 kg Paku rata-rata Rp 19,000.00 = Rp 3,800.00
0.170 zak Semen Rp 1,600.00 = Rp 272.00
0.020 m3 Pasir Pasang Rp 431,000.00 = Rp 8,620.00
0.040 m3 Koral Beton Rp 346,000.00 = Rp 13,840.00
1.800 m2 Cat Besi Rp 89,000.00 = Rp 160,200.00
Sub total : = Rp 350,682.00
Upah An. SNI ( Revisi ) 6.4.2
0.250 org/hr Tukang Batu Rp 127,000.00 = Rp 31,750.00
0.500 org/hr Pekerja Rp 101,000.00 = Rp 50,500.00
Sub total : = Rp 82,250.00
= Rp 432,932.00

5 1 m' Jaring Pengaman

Bahan An. SNI ( Revisi ) 6.4.1
1.200 m2 Jaring Pengaman Nylon Rp 7,125.00 = Rp 8,550.00
0.050 kg Transport Rp 332.50 = Rp 16.63
Sub total : = Rp 8,566.63
Upah An. SNI ( Revisi ) 6.4.2
7.000 % Overhead Rp 8,566.63 = Rp 599.66
Sub total : = Rp 599.66
= Rp 9,166.29

PEKERJAAN TANAH
6 1 m3 Galian Untuk Tanah Biasa sedalam 1 m
Upah An. SNI ( Revisi ) 6.1.1
0.750 Oh Pekerja Rp 101,000.00 = Rp 75,750.00
0.025 Oh Mandor Rp 145,000.00 = Rp 3,625.00
= Rp 79,375.00
Total Upah = Rp 79,375.00

7 1 m3 Galian Untuk Tanah Biasa sedalam 2 m

Upah An. SNI ( Revisi ) 6.2.1
0.900 Oh Pekerja Rp 101,000.00 = Rp 90,900.00
0.045 Oh Mandor Rp 145,000.00 = Rp 6,525.00
Sub total : = Rp 97,425.00
Sub total : = Rp 97,425.00

8 1 m3 Galian Untuk Tanah Biasa sedalam 3 m

Upah An. SNI ( Revisi ) 6.3.1
1.050 Oh Pekerja Rp 101,000.00 = Rp 106,050.00
0.067 Oh Mandor Rp 145,000.00 = Rp 9,715.00
= Rp 115,765.00
Total Upah = Rp 115,765.00

4. 1 m3 Galian Untuk Tanah keras sedalam 1 m

Upah An. SNI ( Revisi ) 6.4.1
1.000 Oh Pekerja Rp 101,000.00 = Rp 101,000.00
0.032 Oh Mandor Rp 145,000.00 = Rp 4,640.00
= Rp 105,640.00
= Rp 105,640.00

5. 1 m3 Galian Untuk Tanah cadas sedalam 1 m

Upah An. SNI ( Revisi ) 6.5.1
1.500 Oh Pekerja Rp 101,000.00 = Rp 151,500.00
0.060 Oh Mandor Rp 145,000.00 = Rp 8,700.00
= Rp 160,200.00
= Rp 160,200.00

6. 1 m3 Galian Untuk Tanah lumpur sedalam 1 m

Upah An. SNI ( Revisi ) 6.6.1
1.200 Oh Pekerja Rp 101,000.00 = Rp 121,200.00
0.045 Oh Mandor Rp 145,000.00 = Rp 6,525.00
= Rp 127,725.00
= Rp 127,725.00

7. 1 m2 Pekerjaan stripping tebig setinggi 1 m

Upah An. SNI ( Revisi ) 6.7.1
0.050 Oh Pekerja Rp 101,000.00 = Rp 5,050.00
0.005 Oh Mandor Rp 145,000.00 = Rp 725.00
= Rp 5,775.00
= Rp 5,775.00

8. 1 m3 Pembuangan tanah per M3 sejauh 30 m

Upah An. SNI ( Revisi ) 6.8.1
0.330 Oh Pekerja Rp 101,000.00 = Rp 33,330.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 34,780.00
= Rp 34,780.00

9 1 m3 Urugan tanah kembali

Upah An. SNI ( Revisi ) 6.9.1
0.192 Oh Pekerja Rp 101,000.00 = Rp 19,392.00
0.019 Oh Mandor Rp 145,000.00 = Rp 2,755.00
Sub total : = Rp 22,147.00
 Sub total : = Rp 22,147.00

10 1 m3 Urugan pasir dengan pasir urug.

Bahan An. SNI ( Revisi ) 6.11.1
1.200 m3 Pasir urug Rp 281,000.00 = Rp 337,200.00
Sub total : = Rp 337,200.00
Upah An. SNI ( Revisi ) 6.11.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
Sub total : = Rp 31,750.00
Sub total : = Rp 368,950.00

10. 1 m3 Pemadatan tanah konvensional.

Upah An. SNI ( Revisi ) 6.10.1
0.500 Oh Pekerja Rp 101,000.00
= Rp.Rp 50,500.00
0.050 Oh Mandor Rp 145,000.00
= Rp.Rp 7,250.00
= Rp.Rp 57,750.00
= RpRp 57,750.00

12. 1 m3 Lapisan pudel campuran 1 Kp : 3 Ps : 7 Tnh liat.

Bahan An. SNI ( Revisi ) 6.12.1
0.400 m3 Pasir urug Rp 281,000.00
= Rp.Rp 112,400.00
0.135 m3 Kapur padam Rp 637,000.00
= Rp.Rp 85,995.00
0.948 m3 tanah urug / tanah liat Rp 199,000.00
= Rp.Rp 188,652.00
= Rp.Rp 387,047.00
Upah An. SNI ( Revisi ) 6.12.2
0.800 Oh Pekerja Rp 101,000.00
= Rp.Rp 80,800.00
0.400 Oh Tukang batu Rp 127,000.00
= Rp.Rp 50,800.00
0.040 Oh Kepala tukang Rp 139,000.00
= Rp.Rp 5,560.00
0.080 Oh Mandor Rp 145,000.00
= Rp.Rp 11,600.00
= Rp.Rp 148,760.00
= RpRp 535,807.00

13. 1 m3 Lapisan pudel campuran 1 Kp : 5 Tnh liat

Bahan An. SNI ( Revisi ) 6.13.1
0.248 m3 Kapur padam Rp 637,000.00
= Rp.Rp 157,976.00
1.240 m3 tanah urug / tanah liat Rp 199,000.00
= Rp.Rp 246,760.00
= Rp.Rp 404,736.00
Upah An. SNI ( Revisi ) 6.13.2
0.800 Oh Pekerja Rp 101,000.00
= Rp.Rp 80,800.00
0.400 Oh Tukang batu Rp 127,000.00
= Rp.Rp 50,800.00
0.040 Oh Kepala tukang Rp 139,000.00
= Rp.Rp 5,560.00
0.080 Oh Mandor Rp 145,000.00
= Rp.Rp 11,600.00
= Rp.Rp 148,760.00
= RpRp 553,496.00

14. 1 m3 Pemasangan 1M2 lapisan ijuk tebal 10 Cm.

Bahan An. SNI ( Revisi ) 6.14.1
6.000 Kg Ijuk Rp 26,000.00
= Rp.Rp 156,000.00
= Rp.Rp 156,000.00

Upah An. SNI ( Revisi ) 6.14.2

0.150 Oh Pekerja Rp 101,000.00
= Rp.Rp 15,150.00
0.015 Oh Mandor Rp 145,000.00
= Rp.Rp 2,175.00
= Rp.Rp 17,325.00
= RpRp 173,325.00

15. 1 m2 Pembuatan jalan sementara, tebal 25 cm

Bahan An. SNI ( Revisi ) 6.17.1
0.250 m3 Batu belah Rp 266,000.00
= Rp.Rp 66,500.00
0.030 m3 Kerikil Rp 346,000.00
= Rp.Rp 10,380.00
 0.050 m3 Pasir pasang Rp 431,000.00
= Rp.Rp 21,550.00
= Rp.Rp 98,430.00
Upah An. SNI ( Revisi ) 6.17.2
1.000 Oh Pekerja Rp 101,000.00
= Rp.Rp 101,000.00
0.100 Oh Mandor Rp 145,000.00
= Rp.Rp 14,500.00
= Rp.Rp 115,500.00
= RpRp 213,930.00

16 1 m3 Urugan sirtu
Bahan An. SNI ( Revisi ) 6.15.1
1.200 m3 Sirtu Rp 284,000.00
= Rp.Rp 340,800.00
= Rp.Rp 340,800.00

Upah An. SNI ( Revisi ) 6.15.2

0.300 Oh Pekerja Rp 101,000.00
= Rp.Rp 30,300.00
0.010 Oh Mandor Rp 145,000.00
= Rp.Rp 1,450.00
= Rp.Rp 31,750.00
= RpRp 372,550.00

PEKERJAAN PONDASI

1. 1 m3 Pasang pondasi batu kosong (Aanstamping)

Bahan An. SNI ( Revisi ) 6.14.1
1.200 m3 Batu belah ( 15/20 ) Rp 266,000.00 = Rp 319,200.00
0.432 m3 Pasir urug Rp 281,000.00 = Rp 121,392.00
= Rp 440,592.00
Upah An. SNI ( Revisi ) 6.14.2
0.780 Oh Pekerja Rp 101,000.00 = Rp 78,780.00
0.390 Oh Tukang batu Rp 127,000.00 = Rp 49,530.00
0.039 Oh Kepala tukang Rp 139,000.00 = Rp 5,421.00
0.039 Oh Mandor Rp 145,000.00 = Rp 5,655.00
= Rp 139,386.00
= Rp 579,978.00

2. 1 m3 Pasang pondasi batu kali 1 Pc : 1 Ps

Bahan An. SNI ( Revisi ) 6.1.1
1.200 m3 Batu belah ( 15/20 ) Rp 266,000.00 = Rp 319,200.00
267.000 Kg Semen porland Rp 1,600.00 = Rp 427,200.00
0.314 m3 Pasir pasang Rp 431,000.00 = Rp 135,334.00
= Rp 881,734.00
Upah An. SNI ( Revisi ) 6.1.2
1.500 Oh Pekerja Rp 101,000.00 = Rp 151,500.00
0.600 Oh Tukang batu Rp 127,000.00 = Rp 76,200.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.075 Oh Mandor Rp 145,000.00 = Rp 10,875.00
= Rp 246,915.00
= Rp 1,128,649.00

3. 1 m3 Pasang pondasi batu kali 1 Pc : 2 Ps

Bahan An. SNI ( Revisi ) 6.2.1
1.200 m3 Batu belah ( 15/20 ) Rp 266,000.00 = Rp 319,200.00
234.500 Kg Semen porland Rp 1,600.00 = Rp 375,200.00
0.427 m3 Pasir pasang Rp 431,000.00 = Rp 184,037.00
= Rp 878,437.00
Upah An. SNI ( Revisi ) 6.2.2
1.500 Oh Pekerja Rp 101,000.00 = Rp 151,500.00
0.600 Oh Tukang batu Rp 127,000.00 = Rp 76,200.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.075 Oh Mandor Rp 145,000.00 = Rp 10,875.00
= Rp 246,915.00
= Rp 1,125,352.00
4. 1 m3 Pasang pondasi batu kali 1 Pc : 2.5 Ps
Bahan An. SNI ( Revisi ) 6.3.1
1.200 m3 Batu belah ( 15/20 ) Rp 266,000.00 = Rp 319,200.00
215.000 Kg Semen porland Rp 1,600.00 = Rp 344,000.00
0.400 m3 Pasir pasang Rp 431,000.00 = Rp 172,184.50
= Rp 835,384.50
Upah An. SNI ( Revisi ) 6.3.2
1.500 Oh Pekerja Rp 101,000.00 = Rp 151,500.00
0.600 Oh Tukang batu Rp 127,000.00 = Rp 76,200.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.075 Oh Mandor Rp 145,000.00 = Rp 10,875.00
= Rp 246,915.00
= Rp 1,082,299.50

5. 1 m3 Pasang pondasi batu kali 1 Pc : 3 Ps

Bahan An. SNI ( Revisi ) 6.4.1
1.200 m3 Batu belah ( 15/20 ) Rp 266,000.00 = Rp 319,200.00
202.000 Kg Semen porland Rp 1,600.00 = Rp 323,200.00
0.485 m3 Pasir pasang Rp 431,000.00 = Rp 209,035.00
= Rp 851,435.00
Upah An. SNI ( Revisi ) 6.4.2
1.500 Oh Pekerja Rp 101,000.00 = Rp 151,500.00
0.600 Oh Tukang batu Rp 127,000.00 = Rp 76,200.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.075 Oh Mandor Rp 145,000.00 = Rp 10,875.00
= Rp 95,415.00
= Rp 946,850.00

6. 1 m3 Pasang pondasi batu kali 1 Pc : 4 Ps

Bahan An. SNI ( Revisi ) 6.5.1
1.200 m3 Batu belah ( 15/20 ) Rp 266,000.00 = Rp 319,200.00
163.000 Kg Semen porland Rp 1,600.00 = Rp 260,800.00
0.520 m3 Pasir pasang Rp 431,000.00 = Rp 224,120.00
= Rp 804,120.00
Upah An. SNI ( Revisi ) 6.5.2
1.500 Oh Pekerja Rp 101,000.00 = Rp 151,500.00
0.600 Oh Tukang batu Rp 127,000.00 = Rp 76,200.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.075 Oh Mandor Rp 145,000.00 = Rp 10,875.00
= Rp 246,915.00
= Rp 1,051,035.00

7. 1 m3 Pasang pondasi batu kali 1 Pc : 5 Ps

Bahan An. SNI ( Revisi ) 6.6.1
1.200 m3 Batu belah ( 15/20 ) Rp 266,000.00 = Rp 319,200.00
136.000 Kg Semen porland Rp 1,600.00 = Rp 217,600.00
0.544 m3 Pasir pasang Rp 431,000.00 = Rp 234,464.00
= Rp 771,264.00
Upah An. SNI ( Revisi ) 6.6.2
1.500 Oh Pekerja Rp 101,000.00 = Rp 151,500.00
0.600 Oh Tukang batu Rp 127,000.00 = Rp 76,200.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.075 Oh Mandor Rp 145,000.00 = Rp 10,875.00
= Rp 246,915.00
= Rp 1,018,179.00

8. 1 m3 Pasang pondasi batu kali 1 Pc : 6 Ps

Bahan An. SNI ( Revisi ) 6.7.1
1.200 m3 Batu belah ( 15/20 ) Rp 266,000.00 = Rp 319,200.00
117.000 Kg Semen porland Rp 1,600.00 = Rp 187,200.00
 0.561 m3 Pasir pasang Rp 431,000.00 = Rp 241,791.00
= Rp 748,191.00
Upah An. SNI ( Revisi ) 6.7.2
1.500 Oh Pekerja Rp 101,000.00 = Rp 151,500.00
0.600 Oh Tukang batu Rp 127,000.00 = Rp 76,200.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.075 Oh Mandor Rp 145,000.00 = Rp 10,875.00
= Rp 246,915.00
= Rp 995,106.00

9. 1 m3 Pasang pondasi batu kali 1 Pc : 8 Ps

Bahan An. SNI ( Revisi ) 6.8.1
1.200 m3 Batu belah ( 15/20 ) Rp 266,000.00 = Rp 319,200.00
91.000 Kg Semen porland Rp 1,600.00 = Rp 145,600.00
0.561 m3 Pasir pasang Rp 431,000.00 = Rp 241,791.00
= Rp 706,591.00
Upah An. SNI ( Revisi ) 6.8.2
1.500 Oh Pekerja Rp 101,000.00 = Rp 151,500.00
0.600 Oh Tukang batu Rp 127,000.00 = Rp 76,200.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.075 Oh Mandor Rp 145,000.00 = Rp 10,875.00
= Rp 246,915.00
= Rp 953,506.00

10. 1 m3 Pasang pondasi batu kali 1 Kp : 1 Sm : 1 Ps

Bahan An. SNI ( Revisi ) 6.9.1
1.200 m3 Batu belah ( 15/20 ) Rp 266,000.00 = Rp 319,200.00
0.170 m3 Kapur pasang Rp 637,000.00 = Rp 108,290.00
0.170 m3 Semen merah Rp 170,000.00 = Rp 28,900.00
0.340 m3 Pasir pasang Rp 431,000.00 = Rp 146,540.00
= Rp 602,930.00
Upah An. SNI ( Revisi ) 6.9.2
1.500 Oh Pekerja Rp 101,000.00 = Rp 151,500.00
0.750 Oh Tukang batu Rp 127,000.00 = Rp 95,250.00
0.075 Oh Kepala tukang Rp 139,000.00 = Rp 10,425.00
0.075 Oh Mandor Rp 145,000.00 = Rp 10,875.00
= Rp 268,050.00
= Rp 870,980.00

11. 1 m3 Pasang pondasi batu kali 1 Kp : 1 Sm : 2 Ps

Bahan An. SNI ( Revisi ) 6.10.1
1.200 m3 Batu belah ( 15/20 ) Rp 266,000.00 = Rp 319,200.00
0.170 m3 Kapur pasang Rp 637,000.00 = Rp 108,290.00
0.170 m3 Semen merah Rp 170,000.00 = Rp 28,900.00
0.340 m3 Pasir pasang Rp 431,000.00 = Rp 146,540.00
= Rp 602,930.00
Upah An. SNI ( Revisi ) 6.10.2
1.500 Oh Pekerja Rp 101,000.00 = Rp 151,500.00
0.750 Oh Tukang batu Rp 127,000.00 = Rp 95,250.00
0.075 Oh Kepala tukang Rp 139,000.00 = Rp 10,425.00
0.075 Oh Mandor Rp 145,000.00 = Rp 10,875.00
= Rp 268,050.00
= Rp 870,980.00

12. 1 m3 Pasang pondasi batu kali 1 Pc : 1/4 Kp : 4 Ps

Bahan An. SNI ( Revisi ) 6.11.1
1.100 m3 Batu belah ( 15/20 ) Rp 266,000.00 = Rp 292,600.00
156.000 Kg Semen portland Rp 1,600.00 = Rp 249,600.00
0.032 m3 Kapur pasang Rp 637,000.00 = Rp 20,384.00
0.584 m3 Pasir pasang Rp 431,000.00 = Rp 251,704.00
= Rp 814,288.00
 Upah An. SNI ( Revisi ) 6.11.2
1.500 Oh Pekerja Rp 101,000.00 = Rp 151,500.00
0.750 Oh Tukang batu Rp 127,000.00 = Rp 95,250.00
0.075 Oh Kepala tukang Rp 139,000.00 = Rp 10,425.00
0.075 Oh Mandor Rp 145,000.00 = Rp 10,875.00
= Rp 268,050.00
= Rp 1,082,338.00

13. 1 m3 Pasang pondasi batu kali 1 Pc : 3 Kp : 10 Ps

Bahan An. SNI ( Revisi ) 6.12.1
1.200 m3 Batu belah ( 15/20 ) Rp 266,000.00 = Rp 319,200.00
61.000 Kg Semen portland Rp 1,600.00 = Rp 97,600.00
0.147 m3 Kapur pasang Rp 637,000.00 = Rp 93,639.00
0.492 m3 Pasir pasang Rp 431,000.00 = Rp 212,052.00
= Rp 722,491.00
Upah An. SNI ( Revisi ) 6.12.2
1.500 Oh Pekerja Rp 101,000.00 = Rp 151,500.00
0.750 Oh Tukang batu Rp 127,000.00 = Rp 95,250.00
0.075 Oh Kepala tukang Rp 139,000.00 = Rp 10,425.00
0.075 Oh Mandor Rp 145,000.00 = Rp 10,875.00
= Rp 268,050.00
= Rp 990,541.00

14. 1 m3 Pasang pondasi batu kali 1/4 Pc : 1 Kp : 4 Ps

Bahan An. SNI ( Revisi ) 6.13.1
1.200 m3 Batu belah ( 15/20 ) Rp 266,000.00 = Rp 319,200.00
41.000 Kg Semen portland Rp 1,600.00 = Rp 65,600.00
0.131 m3 Kapur pasang Rp 637,000.00 = Rp 83,447.00
0.523 m3 Pasir pasang Rp 431,000.00 = Rp 225,413.00
= Rp 693,660.00
Upah An. SNI ( Revisi ) 6.13.2
1.500 Oh Pekerja Rp 101,000.00 = Rp 151,500.00
0.750 Oh Tukang batu Rp 127,000.00 = Rp 95,250.00
0.075 Oh Kepala tukang Rp 139,000.00 = Rp 10,425.00
0.075 Oh Mandor Rp 145,000.00 = Rp 10,875.00
= Rp 268,050.00
= Rp 961,710.00

15. 1 m3 Pasang pondasi siklop 60 % BETON Camp. 1 PCX:2Psr:3Krl. dan 40 % batu kali
Bahan An. SNI ( Revisi ) 6.15.1
126.000 Kg Besi beton Rp 13,000.00 = Rp 1,638,000.00
194.000 Kg Semen portland Rp 1,600.00 = Rp 310,400.00
0.320 m3 Pasir beton Rp 431,000.00 = Rp 137,920.00
0.490 m3 Koral beton Rp 346,000.00 = Rp 169,540.00
0.800 Kg Kawat beton Rp 26,000.00 = Rp 20,800.00
= Rp 2,276,660.00
Upah An. SNI ( Revisi ) 6.15.2
3.000 Oh Pekerja Rp 101,000.00 = Rp 303,000.00
0.850 Oh Tukang batu Rp 127,000.00 = Rp 107,950.00
0.085 Oh Kepala tukang Rp 139,000.00 = Rp 11,815.00
0.150 Oh Mandor Rp 145,000.00 = Rp 21,750.00
= Rp 444,515.00
= Rp 2,721,175.00

16. 1 m3 Pasang pondasi sumuran Ø 100 cm

Bahan An. SNI ( Revisi ) 6.16.1
0.450 m3 Batu belah ( 15/20 ) Rp 266,000.00 = Rp 119,700.00
194.000 Kg Semen portland Rp 1,600.00 = Rp 310,400.00
0.312 m3 Pasir beton Rp 431,000.00 = Rp 134,472.00
0.468 m3 Koral beton Rp 346,000.00 = Rp 161,928.00
= Rp 726,500.00
 Upah An. SNI ( Revisi ) 6.16.2
2.400 Oh Pekerja Rp 101,000.00 = Rp 242,400.00
0.800 Oh Tukang batu Rp 127,000.00 = Rp 101,600.00
0.080 Oh Kepala tukang Rp 139,000.00 = Rp 11,120.00
0.119 Oh Mandor Rp 145,000.00 = Rp 17,255.00
= Rp 372,375.00
= Rp 1,098,875.00

17. 1 m' Pembuatan tiang pancang ( 40 x 40 ) cm, beton bertulang

Bahan An. SNI ( Revisi ) 6.17.1
0.019 m3 Pasir urug darat Rp 281,000.00 = Rp 5,339.00
0.094 m3 Pasir beton Rp 431,000.00 = Rp 40,514.00
0.150 m3 Koral beton Rp 346,000.00 = Rp 51,900.00
60.500 Kg Semen portland Rp 1,600.00 = Rp 96,800.00
45.000 Kg Besi beton Rp 13,000.00 = Rp 585,000.00
0.900 Kg Kawat beton Rp 26,000.00 = Rp 23,400.00
0.032 m3 Kayu meranti 5/7 Rp 2,225,000.00 = Rp 71,200.00
0.120 Kg Paku Rp 19,000.00 = Rp 2,280.00
0.090 Lt Minyak bekisting Rp 20,800.00 = Rp 1,872.00
0.240 Kg Plamuur tembok Rp 19,000.00 = Rp 4,560.00
= Rp 882,865.00
Upah An. SNI ( Revisi ) 6.17.2
1.000 Oh Pekerja Rp 101,000.00 = Rp 101,000.00
0.670 Oh Tukang batu Rp 127,000.00 = Rp 85,090.00
0.067 Oh Kepala tukang Rp 139,000.00 = Rp 9,313.00
0.050 Oh Mandor Rp 145,000.00 = Rp 7,250.00
= Rp 202,653.00
= Rp 1,085,518.00
Jadi harga 1 Meter Tiang pancang ukuran 40 x 40 Cm2 = Rp 1,085,518.00

18. 1 m' Pembuatan tiang pancang ( 35 x 35 ) cm, beton bertulang

Bahan An. SNI ( Revisi ) 6.18.1
0.016 m3 Pasir urug darat Rp 281,000.00 = Rp 4,496.00
0.080 m3 Pasir beton Rp 431,000.00 = Rp 34,480.00
0.125 m3 Koral beton Rp 346,000.00 = Rp 43,250.00
49.000 Kg Semen portland Rp 1,600.00 = Rp 78,400.00
34.500 Kg Besi beton Rp 13,000.00 = Rp 448,500.00
0.700 Kg Kawat beton Rp 26,000.00 = Rp 18,200.00
0.027 m3 Kayu meranti 5/7 Rp 2,225,000.00 = Rp 60,075.00
0.120 Kg Paku Rp 19,000.00 = Rp 2,280.00
0.090 Lt Minyak bekisting Rp 20,800.00 = Rp 1,872.00
0.200 Kg Plamuur tembok Rp 19,000.00 = Rp 3,800.00
= Rp 695,353.00
Upah An. SNI ( Revisi ) 6.18.2
0.800 Oh Pekerja Rp 101,000.00 = Rp 80,800.00
0.500 Oh Tukang batu Rp 127,000.00 = Rp 63,500.00
0.050 Oh Kepala tukang Rp 139,000.00 = Rp 6,950.00
0.040 Oh Mandor Rp 145,000.00 = Rp 5,800.00
= Rp 157,050.00
= Rp 852,403.00
Jadi harga 1 Meter Tiang pancang ukuran 35 x 35 Cm2 = Rp 852,403.00

PEKERJAAN PASANGAN
1. 1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 1 Ps
Bahan An. SNI ( Revisi ) 6.1.1
140.000 Bh Bata merah 5 x 11 x 22 cm Rp 1,300.00 = Rp 182,000.00
55.600 Kg Semen portland Rp 1,600.00 = Rp 88,960.00
0.056 m3 Pasir pasang Rp 431,000.00 = Rp 24,136.00
= Rp 295,096.00
Upah An. SNI ( Revisi ) 6.1.2
0.600 Oh Pekerja Rp 101,000.00 = Rp 60,600.00
 0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.030 Oh Mandor Rp 145,000.00 = Rp 4,350.00
= Rp 93,130.00
= Rp 388,226.00
Total per : M3 =

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

Bahan An. SNI ( Revisi ) 6.2.1
140.000 Bh Bata merah 5 x 11 x 22 cm Rp 1,300.00 = Rp 182,000.00
43.500 Kg Semen portland Rp 1,600.00 = Rp 69,600.00
0.080 m3 Pasir pasang Rp 431,000.00 = Rp 34,480.00
= Rp 286,080.00
Upah An. SNI ( Revisi ) 6.2.2
0.600 Oh Pekerja Rp 101,000.00 = Rp 60,600.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.030 Oh Mandor Rp 145,000.00 = Rp 4,350.00
= Rp 93,130.00
= Rp 379,210.00
Total per : M3 =

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

Bahan An. SNI ( Revisi ) 6.3.1
140.000 Bh Bata merah 5 x 11 x 22 cm Rp 1,300.00 = Rp 182,000.00
32.900 Kg Semen portland Rp 1,600.00 = Rp 52,640.00
0.091 m3 Pasir pasang Rp 431,000.00 = Rp 39,221.00
= Rp 273,861.00
Upah An. SNI ( Revisi ) 6.3.2
0.600 Oh Pekerja Rp 101,000.00 = Rp 60,600.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.030 Oh Mandor Rp 145,000.00 = Rp 4,350.00
= Rp 93,130.00
= Rp 366,991.00
Total per : M3 =

4. 1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 4 Ps

Bahan An. SNI ( Revisi ) 6.4.1
140.000 Bh Bata merah 5 x 11 x 22 cm Rp 1,300.00 = Rp 182,000.00
26.550 Kg Semen portland Rp 1,600.00 = Rp 42,480.00
0.093 m3 Pasir pasang Rp 431,000.00 = Rp 40,083.00
= Rp 264,563.00
Upah An. SNI ( Revisi ) 6.4.2
0.600 Oh Pekerja Rp 101,000.00 = Rp 60,600.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.030 Oh Mandor Rp 145,000.00 = Rp 4,350.00
= Rp 93,130.00
= Rp 357,693.00
Total per : M3 =

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

Bahan An. SNI ( Revisi ) 6.5.1
140.000 Bh Bata merah 5 x 11 x 22 cm Rp 1,300.00 = Rp 182,000.00
22.200 Kg Semen portland Rp 1,600.00 = Rp 35,520.00
0.102 m3 Pasir pasang Rp 431,000.00 = Rp 43,962.00
= Rp 261,482.00
Upah An. SNI ( Revisi ) 6.5.2
0.600 Oh Pekerja Rp 101,000.00 = Rp 60,600.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
 0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.030 Oh Mandor Rp 145,000.00 = Rp 4,350.00
= Rp 93,130.00
= Rp 354,612.00
Total per : M3 =

6. 1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 6 Ps

Bahan An. SNI ( Revisi ) 6.6.1
140.000 Bh Bata merah 5 x 11 x 22 cm Rp 1,300.00 = Rp 182,000.00
19.500 Kg Semen portland Rp 1,600.00 = Rp 31,200.00
0.122 m3 Pasir pasang Rp 431,000.00 = Rp 52,582.00
= Rp 265,782.00
Upah An. SNI ( Revisi ) 6.6.2
0.600 Oh Pekerja Rp 101,000.00 = Rp 60,600.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.030 Oh Mandor Rp 145,000.00 = Rp 145,000.03
= Rp 233,780.03
= Rp 499,562.03
Total per : M3 =

7. 1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 3 Kp : 10 Ps

Bahan An. SNI ( Revisi ) 6.7.1
140.000 Bh Bata merah 5 x 11 x 22 cm Rp 1,300.00 = Rp 182,000.00
10.080 Kg Semen portland Rp 1,600.00 = Rp 16,128.00
0.093 m3 Pasir pasang Rp 431,000.00 = Rp 39,867.50
0.028 m3 Kapur pasang Rp 637,000.00 = Rp 17,517.50
= Rp 255,513.00
Upah An. SNI ( Revisi ) 6.7.2
0.600 Oh Pekerja Rp 101,000.00 = Rp 60,600.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.030 Oh Mandor Rp 145,000.00 = Rp 4,350.00
= Rp 93,130.00
= Rp 348,643.00
Total per : M3 =

8. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 1 Ps

Bahan An. SNI ( Revisi ) 6.8.1
70.000 Bh Bata merah 5 x 11 x 22 cm Rp 1,300.00 = Rp 91,000.00
27.800 Kg Semen portland Rp 1,600.00 = Rp 44,480.00
0.030 m3 Pasir pasang Rp 431,000.00 = Rp 12,714.50
= Rp 148,194.50
Upah An. SNI ( Revisi ) 6.8.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 46,565.00
= Rp 194,759.50
Total per : M3 =

9. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 2 Ps

Bahan An. SNI ( Revisi ) 6.9.1
70.000 Bh Bata merah 5 x 11 x 22 cm Rp 1,300.00 = Rp 91,000.00
18.950 Kg Semen portland Rp 1,600.00 = Rp 30,320.00
0.038 m3 Pasir pasang Rp 431,000.00 = Rp 16,378.00
= Rp 137,698.00
Upah An. SNI ( Revisi ) 6.9.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
 0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 46,565.00
= Rp 184,263.00
Total per : M3 =

10. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 3 Ps

Bahan An. SNI ( Revisi ) 6.10.1
70.000 Bh Bata merah 5 x 11 x 22 cm Rp 1,300.00 = Rp 91,000.00
14.370 Kg Semen portland Rp 1,600.00 = Rp 22,992.00
0.040 m3 Pasir pasang Rp 431,000.00 = Rp 17,240.00
= Rp 131,232.00
Upah An. SNI ( Revisi ) 6.10.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 46,565.00
= Rp 177,797.00
Total per : M3 =

11. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 4 Ps

Bahan An. SNI ( Revisi ) 6.4.1
70.000 Bh Bata merah 5 x 11 x 22 cm Rp 1,300.00 = Rp 91,000.00
11.500 Kg Semen portland Rp 1,600.00 = Rp 18,400.00
0.043 m3 Pasir pasang Rp 431,000.00 = Rp 18,533.00
= Rp 127,933.00
Upah An. SNI ( Revisi ) 6.4.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 46,565.00
= Rp 174,498.00
Total per : M3 =

12. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 5 Ps

Bahan An. SNI ( Revisi ) 6.12.1
70.000 Bh Bata merah 5 x 11 x 22 cm Rp 1,300.00 = Rp 91,000.00
9.680 Kg Semen portland Rp 1,600.00 = Rp 15,488.00
0.045 m3 Pasir pasang Rp 431,000.00 = Rp 19,395.00
= Rp 125,883.00
Upah An. SNI ( Revisi ) 6.12.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 46,565.00
= Rp 172,448.00
Total per : M3 =

13. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 6 Ps

Bahan An. SNI ( Revisi ) 6.13.1
70.000 Bh Bata merah 5 x 11 x 22 cm Rp 1,300.00 = Rp 91,000.00
8.320 Kg Semen portland Rp 1,600.00 = Rp 13,312.00
0.049 m3 Pasir pasang Rp 431,000.00 = Rp 21,119.00
= Rp 125,431.00
Upah An. SNI ( Revisi ) 6.13.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
 0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 46,565.00
= Rp 171,996.00
Total per : M3 =

14. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 8 Ps

Bahan An. SNI ( Revisi ) 6.14.1
70.000 Bh Bata merah 5 x 11 x 22 cm Rp 1,300.00 = Rp 91,000.00
6.500 Kg Semen portland Rp 1,600.00 = Rp 10,400.00
0.050 m3 Pasir pasang Rp 431,000.00 = Rp 21,550.00
= Rp 122,950.00
Upah An. SNI ( Revisi ) 6.14.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 46,565.00
= Rp 169,515.00
Total per : M3 =

15. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 3 Kp : 5 Ps

Bahan An. SNI ( Revisi ) 6.15.1
70.000 Bh Bata merah 5 x 11 x 22 cm Rp 1,300.00 = Rp 91,000.00
4.500 Kg Semen portland Rp 1,600.00 = Rp 7,200.00
0.013 m3 Pasir pasang Rp 431,000.00 = Rp 5,603.00
0.014 m3 Kapur padam Rp 637,000.00 = Rp 8,726.90
= Rp 112,529.90
Upah An. SNI ( Revisi ) 6.15.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 46,565.00
= Rp 159,094.90
Total per : M3 =

16. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Kp : 1 Sm : 1 Ps

Bahan An. SNI ( Revisi ) 6.16.1
70.000 Bh Bata merah 5 x 11 x 22 cm Rp 1,300.00 = Rp 91,000.00
0.018 Kg Semen merah / bata merah tumbuk Rp 1,700.00 = Rp 30.60
0.018 m3 Pasir pasang Rp 431,000.00 = Rp 7,758.00
0.018 m3 Kapur padam Rp 637,000.00 = Rp 11,466.00
= Rp 110,254.60
Upah An. SNI ( Revisi ) 6.16.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 46,565.00
= Rp 156,819.60
Total per : M3 =

17. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Kp : 1 Sm : 2 Ps

Bahan An. SNI ( Revisi ) 6.17.1
70.000 Bh Bata merah 5 x 11 x 22 cm Rp 1,300.00 = Rp 91,000.00
0.014 Kg Semen merah / bata merah tumbuk Rp 1,700.00 = Rp 23.80
0.028 m3 Pasir pasang Rp 431,000.00 = Rp 12,068.00
0.014 m3 Kapur padam Rp 637,000.00 = Rp 8,918.00
= Rp 112,009.80
Upah An. SNI ( Revisi ) 6.17.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
 0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 46,565.00
= Rp 158,574.80
Total per : M3 =

18 1 m2 Pasangan dinding conblock ( CB. 20 ) campuran 1PC : 3Psr.

Bahan An. SNI ( Revisi ) 6.21.1
12.500 Bh Concrete block ( CB. 20 ) Rp 151,000.00 = Rp 1,887,500.00
30.320 Kg Semen portland Rp 1,600.00 = Rp 48,512.00
0.728 m3 Pasir beton Rp 431,000.00 = Rp 120,680.00
0.280 m3 Pasir pasang Rp 431,000.00 = Rp 120,680.00
0.280 Kg Besi beton polos Ø 8 mm Rp 246,480.00 = Rp 69,014.40
0.006 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 114.00
0.001 m3 Kayu terentang Rp 2,225,000.00 = Rp 2,225.00
0.030 Kg Kawat beton Rp 26,000.00 = Rp 780.00
0.005 m3 Koral beton Rp 346,000.00 = Rp 1,730.00
= Rp 2,251,235.40
Upah An. SNI ( Revisi ) 6.21.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.150 Oh Tukang batu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Tukang besi Rp 127,000.00 = Rp 1,905.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.019 Oh Mandor Rp 145,000.00 = Rp 2,682.50
= Rp 56,022.50
= Rp 2,307,257.90

19 1 m2 Pasangan dinding roster/terawang ( 12 x 11 x 24 ) cm camp. 1PC : 4 Psr.

Bahan An. SNI ( Revisi ) 6.25.1
30.000 Bh Roster/terawang Rp 5,000.00 = Rp 150,000.00
11.000 Kg Semen portland Rp 1,600.00 = Rp 17,600.00
0.035 m3 Pasir pasang Rp 431,000.00 = Rp 15,085.00
= Rp 182,685.00

Upah An. SNI ( Revisi ) 6.25.2

0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 46,565.00
= Rp 229,250.00

20 1 m2 Pasangan bata berongga ( 5 x 11 x 24 ) cm Camp. 1PC : 3 Psr.

Bahan An. SNI ( Revisi ) 6.26.1
70.000 Bh Bata berongga Rp 2,500.00 = Rp 175,000.00
14.000 Kg Semen portland Rp 1,600.00 = Rp 22,400.00
0.032 m3 Pasir pasang Rp 431,000.00 = Rp 13,792.00
= Rp 211,192.00
Upah An. SNI ( Revisi ) 6.26.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.150 Oh Tukang batu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 53,610.00
= Rp 264,802.00
Total per : M3 =

27. 1 m2 Pasangan dinding anyaman bambu, rangka kayu

Bahan An. SNI ( Revisi ) 6.27.1
1.500 M2 Bilik bambu Rp 99,000.00 = Rp 148,500.00
 0.014 M3 Kayu meranti 5/7 Rp 2,225,000.00 = Rp 31,150.00
0.012 Kg Paku Rp 19,000.00 = Rp 228.00
0.003 m3 List kayu 2/4 Rp 40,000.00 = Rp 120.00
= Rp 179,998.00
Upah An. SNI ( Revisi ) 6.27.2
0.100 Oh Pekerja Rp 101,000.00 = Rp 10,100.00
0.050 Oh Tukang batu Rp 127,000.00 = Rp 6,350.00
0.005 Oh Kepala tukang Rp 139,000.00 = Rp 695.00
0.002 Oh Mandor Rp 145,000.00 = Rp 290.00
= Rp 17,435.00
= Rp 197,433.00

20 1 m2 Pasangan bata ringan 10 cm

Bahan An. SNI ( Revisi ) 6.8.1
8.750 Buah Bata Ringan Rp 9,264.37 = Rp 81,063.24
0.079 sak Drymix Rp 130,000.00 = Rp 10,270.00
1.000 Ls Alat bantu Rp 5,000.00 = Rp 5,000.00
Sub total : = Rp 96,333.24
Upah An. SNI ( Revisi ) 6.2.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
Sub total : = Rp 45,840.00
Sub total : = Rp 142,173.24

21 1 m2 Pasangan bata ringan 7,5 cm

Bahan An. SNI ( Revisi ) 6.8.1
0.075 m3 Bata Ringan Rp 772,000.00 = Rp 57,900.00
0.079 sak Drymix Rp 130,000.00 = Rp 10,270.00
1.000 Ls Alat bantu Rp 5,000.00 = Rp 5,000.00
Sub total : = Rp 73,170.00
Upah An. SNI ( Revisi ) 6.2.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
Sub total : = Rp 45,840.00
Sub total : = Rp 119,010.00

22 Memasang 1 m2 partisi gypsum board 9mm,rangka hollow 4x4,tbl 0,5mm

Bahan An. SNI ( Revisi ) 6.35.1
4.500 m1 rangka hollow Rp 42,000.00 = Rp 189,000.00
0.720 lbr gypsum board Rp 93,000.00 = Rp 66,960.00
0.050 roll kasa gypsum Rp 10,000.00 = Rp 500.00
0.450 kg tepung gypsum Rp 22,000.00 = Rp 9,900.00
0.003 kg alkasit Rp 300,000.00 = Rp 900.00
0.150 kg paku skrup Rp 126,000.00 = Rp 18,900.00
Sub total : = Rp 286,160.00
Upah An. SNI ( Revisi ) 6.35.2
0.240 Oh Pekerja Rp 101,000.00 = Rp 24,240.00
0.370 Oh Tukang kayu Rp 127,000.00 = Rp 46,990.00
0.037 Oh Kepala tukang Rp 139,000.00 = Rp 5,143.00
0.012 Oh Mandor Rp 145,000.00 = Rp 1,740.00
Sub total : = Rp 78,113.00
Sub total : = Rp 364,273.00

5. 1 m2 Memasang ACP ( Aluminium Composit Panel )

Bahan 'An. SNI ( Revisi ) 6.5.1

1.100 m2 alumunium composite Rp 420,500.00 = Rp 462,550.00
 0.800 btg hollow besi galvanis uk 4x4x1mm Rp 115,000.00 = Rp 92,000.00
0.267 btg braket siku/spigot/stiffener Rp 60,000.00 = Rp 16,020.00
0.080 kg paku skrup beton Rp 126,000.00 = Rp 10,080.00
0.110 kg kpaku skrup Rp 126,000.00 = Rp 13,860.00
0.250 tube sealant Rp 42,000.00 = Rp 10,500.00
= Rp 605,010.00
Alat An. SNI ( Revisi ) 6.5.2
0.020 set sewa stager (2set) Rp 110,000.00 = Rp 110,000.00
1.000 ls listrik kerja Rp 5,000.00 = Rp 5,000.00
1.000 ls alat bantu lainnya Rp 10,000.00 = Rp 10,000.00
= Rp 125,000.00
Upah An. SNI ( Revisi ) 6.5.3
0.390 Oh Pekerja Rp 101,000.00 = Rp 39,390.00
0.700 Oh Tukang besi Rp 127,000.00 = Rp 88,900.00
0.070 Oh Kepala tukang Rp 139,000.00 = Rp 9,730.00
0.007 Oh Mandor Rp 145,000.00 = Rp 1,015.00
= Rp 139,035.00

= Rp 869,045.00
10.000 % overhead & profit = Rp 86,904.50
Rp 955,949.50

RJAAN BETON TUMBUK & BETON BERTULANG

BETON TUMBUK.

1. 1 m3 Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr

Bahan An. SNI ( Revisi ) 6.1.1
218.000 Kg Semen portland Rp 1,600.00 = Rp 348,800.00
0.520 m3 Pasir beton Rp 431,000.00 = Rp 224,120.00
0.870 m3 Koral beton Rp 346,000.00 = Rp 301,020.00
= Rp 873,940.00
Upah An. SNI ( Revisi ) 6.1.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.250 Oh Tukang batu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.080 Oh Mandor Rp 145,000.00 = Rp 11,600.00
= Rp 213,475.00
= Rp 1,087,415.00

2. 1 m3 Membuat beton tumbuk, 1 Pc : 3 Ps : 6 Kr

Bahan An. SNI ( Revisi ) 6.2.1
197.000 Kg Semen portland Rp 1,600.00 = Rp 315,200.00
0.470 m3 Pasir beton Rp 431,000.00 = Rp 202,570.00
0.940 m3 Koral beton Rp 346,000.00 = Rp 325,240.00
= Rp 843,010.00
Upah An. SNI ( Revisi ) 6.2.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.250 Oh Tukang batu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.080 Oh Mandor Rp 145,000.00 = Rp 11,600.00
= Rp 213,475.00
= Rp 1,056,485.00

3. 1 m3 Membuat beton tumbuk, 1 Pc : 4 Ps : 6 Kr

Bahan An. SNI ( Revisi ) 6.3.1
173.000 Kg Semen portland Rp 1,600.00 = Rp 276,800.00
0.570 m3 Pasir beton Rp 431,000.00 = Rp 245,670.00
0.870 m3 Koral beton Rp 346,000.00 = Rp 301,020.00
= Rp 823,490.00
Upah An. SNI ( Revisi ) 6.3.2
 1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.250 Oh Tukang batu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.080 Oh Mandor Rp 145,000.00 = Rp 11,600.00
= Rp 213,475.00
= Rp 1,036,965.00

4. 1 m2 Membuat lantai kerja beton tumbuk, 1 Pc : 3 Ps : 5 Kr tebal 5 Cm

Bahan An. SNI ( Revisi ) 6.4.1
10.900 Kg Semen portland Rp 1,600.00 = Rp 17,440.00
0.026 m3 Pasir beton Rp 431,000.00 = Rp 11,206.00
0.044 m3 Koral beton Rp 346,000.00 = Rp 15,051.00
= Rp 43,697.00
Upah An. SNI ( Revisi ) 6.4.2
0.082 Oh Pekerja Rp 101,000.00 = Rp 8,332.50
0.013 Oh Tukang batu Rp 127,000.00 = Rp 1,587.50
0.001 Oh Kepala tukang Rp 139,000.00 = Rp 173.75
0.004 Oh Mandor Rp 145,000.00 = Rp 580.00
= Rp 10,673.75
= Rp 54,370.75

BETON BERTULANG.

5. 1 m3 Membuat beton bertulang, 1 Pc : 2 Ps : 3 Kr

Bahan An. SNI ( Revisi ) 6.5.1
232.000 Kg Semen portland Rp 1,600.00 = Rp 371,200.00
0.520 m3 Pasir beton Rp 431,000.00 = Rp 224,120.00
0.870 m3 Koral beton Rp 346,000.00 = Rp 301,020.00
= Rp 896,340.00
Upah An. SNI ( Revisi ) 6.5.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.250 Oh Tukang batu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.080 Oh Mandor Rp 145,000.00 = Rp 11,600.00
= Rp 213,475.00
= Rp 1,109,815.00

6. 1 m3 Membuat beton bertulang, 1 Pc : 2 Ps : 4 Kr

Bahan An. SNI ( Revisi ) 6.6.1
280.000 Kg Semen portland Rp 1,600.00 = Rp 448,000.00
0.450 m3 Pasir beton Rp 431,000.00 = Rp 193,950.00
0.900 m3 Koral beton Rp 346,000.00 = Rp 311,400.00
= Rp 953,350.00
Upah An. SNI ( Revisi ) 6.6.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.250 Oh Tukang batu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.080 Oh Mandor Rp 145,000.00 = Rp 11,600.00
= Rp 213,475.00
= Rp 1,166,825.00

7. 1 m3 Membuat beton bertulang, 1 Pc : 2 Ps : 2.5 Kr

Bahan An. SNI ( Revisi ) 6.7.1
352.000 Kg Semen portland Rp 1,600.00 = Rp 563,200.00
0.560 m3 Pasir beton Rp 431,000.00 = Rp 241,360.00
0.700 m3 Koral beton Rp 346,000.00 = Rp 242,200.00
= Rp 1,046,760.00
Upah An. SNI ( Revisi ) 6.7.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.250 Oh Tukang batu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
 0.080 Oh Mandor Rp 145,000.00 = Rp 11,600.00
= Rp 213,475.00
= Rp 1,260,235.00

8. 1 m3 Membuat campuran beton bertulang, 1 Pc : 1.5 Ps : 3 Kr

Bahan An. SNI ( Revisi ) 6.8.1
357.000 Kg Semen portland Rp 1,600.00 = Rp 571,200.00
0.420 m3 Pasir beton Rp 431,000.00 = Rp 181,020.00
0.840 m3 Koral beton Rp 346,000.00 = Rp 290,640.00
= Rp 1,042,860.00
Upah An. SNI ( Revisi ) 6.8.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.250 Oh Tukang batu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.080 Oh Mandor Rp 145,000.00 = Rp 11,600.00
= Rp 213,475.00
= Rp 1,256,335.00

9. 1 m3 Membuat campuran beton bertulang, 1 Pc : 1.5 Ps : 2.5 Kr

Bahan An. SNI ( Revisi ) 6.9.1
386.000 Kg Semen portland Rp 1,600.00 = Rp 617,600.00
0.470 m3 Pasir beton Rp 431,000.00 = Rp 202,570.00
0.700 m3 Koral beton Rp 346,000.00 = Rp 242,200.00
= Rp 1,062,370.00
Upah An. SNI ( Revisi ) 6.9.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.250 Oh Tukang batu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.080 Oh Mandor Rp 145,000.00 = Rp 11,600.00
= Rp 213,475.00
= Rp 1,275,845.00

10. 1 m3 Membuat campuran beton bertulang, 1 Pc : 1 Ps : 2 Kr

Bahan An. SNI ( Revisi ) 6.10.1
479.000 Kg Semen portland Rp 1,600.00 = Rp 766,400.00
0.370 m3 Pasir beton Rp 431,000.00 = Rp 159,470.00
0.740 m3 Koral beton Rp 346,000.00 = Rp 256,040.00
= Rp 1,181,910.00
Upah An. SNI ( Revisi ) 6.10.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.250 Oh Tukang batu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.080 Oh Mandor Rp 145,000.00 = Rp 11,600.00
= Rp 213,475.00
= Rp 1,395,385.00

11. 1 m3 Membuat beton tiang pancang prestressed beton

Bahan An. SNI ( Revisi ) 6.11.1
440.000 Kg Semen portland Rp 1,600.00 = Rp 704,000.00
0.500 m3 Pasir beton Rp 431,000.00 = Rp 215,500.00
0.800 m3 Koral beton Rp 346,000.00 = Rp 276,800.00
2.460 Gln Repidrant Rp 15,700.00 = Rp 38,622.00
= Rp 1,234,922.00
Upah An. SNI ( Revisi ) 6.11.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.250 Oh Tukang batu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.080 Oh Mandor Rp 145,000.00 = Rp 11,600.00
= Rp 213,475.00
= Rp 1,448,397.00
 12. 1 m3 Membuat beton dengan puzzdith - 100 XR
Bahan An. SNI ( Revisi ) 6.12.1
336.000 Kg Semen portland Rp 1,600.00 = Rp 537,600.00
0.540 m3 Pasir beton Rp 431,000.00 = Rp 232,740.00
0.810 m3 Koral beton Rp 346,000.00 = Rp 280,260.00
1.000 Ltr Puzzdith - 100 XR Rp 138,600.00 = Rp 138,600.00
= Rp 1,189,200.00
Upah An. SNI ( Revisi ) 6.12.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.250 Oh Tukang batu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.080 Oh Mandor Rp 145,000.00 = Rp 11,600.00
= Rp 213,475.00
= Rp 1,402,675.00

13. 1 m3 Membuat beton bertulang 1 Pc : 1 Ps : 1 Kr

Bahan An. SNI ( Revisi ) 6.17.1
615.000 Kg Semen portland Rp 1,600.00 = Rp 984,000.00
0.520 m3 Pasir beton Rp 431,000.00 = Rp 224,120.00
0.520 m3 Koral beton Rp 346,000.00 = Rp 179,920.00
= Rp 1,388,040.00
Upah An. SNI ( Revisi ) 6.17.2
2.000 Oh Pekerja Rp 101,000.00 = Rp 202,000.00
0.350 Oh Tukang batu Rp 127,000.00 = Rp 44,450.00
0.035 Oh Kepala tukang Rp 139,000.00 = Rp 4,865.00
1.000 Oh Mandor Rp 145,000.00 = Rp 145,000.00
= Rp 396,315.00
= Rp 1,784,355.00

14. 1 m3 Membuat beton kedap air dengan storox - 100

Bahan An. SNI ( Revisi ) 6.18.1
400.000 Kg Semen portland Rp 1,600.00 = Rp 640,000.00
0.480 m3 Pasir beton Rp 431,000.00 = Rp 206,880.00
0.800 m3 Koral beton 2/3 Rp 346,000.00 = Rp 276,800.00
1.200 Kg Storox - 100 Rp 38,500.00 = Rp 46,200.00
= Rp 1,169,880.00
Upah An. SNI ( Revisi ) 6.18.2
2.000 Oh Pekerja Rp 101,000.00 = Rp 202,000.00
0.350 Oh Tukang batu Rp 127,000.00 = Rp 44,450.00
0.035 Oh Kepala tukang Rp 139,000.00 = Rp 4,865.00
1.000 Oh Mandor Rp 145,000.00 = Rp 145,000.00
= Rp 396,315.00
= Rp 1,566,195.00

AI KARAKTERISTIK ( f 'c ). DENGAN UKURAN BERAT.

1 Membuat 1 M3 beton mutu f'c=7,4 Mpa (K100), slump 2 cm / W/c = 0,87.

Bahan An. SNI ( Revisi ) 6.18.1

247.000 Kg PC Rp 1,600.00 = Rp 395,200.00
869.000 Kg Pasir Cor Rp 400.00 = Rp 347,600.00
999.000 Kg Krikil (maksimum 30 mm) Rp 300.00 = Rp 299,700.00
215.000 Ltr Air. Rp 200.00 = Rp 43,000.00
= Rp 1,085,500.00
Upah An. SNI ( Revisi ) 6.18.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
0.028 Oh Kepala tukang Rp 139,000.00 = Rp 3,892.00
0.083 Oh Mandor Rp 145,000.00 = Rp 12,035.00
= Rp 217,502.00
= Rp 1,303,002.00
2 Membuat 1 M3 beton mutu f'c=9,8 Mpa (K125), slump 2 cm / W/c = 0,78.

Bahan An. SNI ( Revisi ) 6.18.1

276.000 Kg PC Rp 1,600.00 = Rp 441,600.00
828.000 Kg Pasir Cor Rp 400.00 = Rp 331,200.00
1012.000 Kg Krikil (maksimum 30 mm) Rp 300.00 = Rp 303,600.00
215.000 Ltr Air. Rp 200.00 = Rp 43,000.00
= Rp 1,119,400.00
Upah An. SNI ( Revisi ) 6.18.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
0.028 Oh Kepala tukang Rp 139,000.00 = Rp 3,892.00
0.083 Oh Mandor Rp 145,000.00 = Rp 12,035.00
= Rp 217,502.00
= Rp 1,336,902.00

3 Membuat 1 M3 beton mutu f'c=12,2 Mpa (K150), slump 2 cm / W/c = 0,72.

Bahan An. SNI ( Revisi ) 6.18.1

299.000 Kg PC Rp 1,600.00 = Rp 478,400.00
799.000 Kg Pasir Cor Rp 400.00 = Rp 319,600.00
1017.000 Kg Krikil (maksimum 30 mm) Rp 300.00 = Rp 305,100.00
215.000 Ltr Air. Rp 200.00 = Rp 43,000.00
= Rp 1,146,100.00
Upah An. SNI ( Revisi ) 6.18.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
0.028 Oh Kepala tukang Rp 139,000.00 = Rp 3,892.00
0.083 Oh Mandor Rp 145,000.00 = Rp 12,035.00
= Rp 217,502.00
= Rp 1,363,602.00

4 Membuat 1 M3 LANTAI KERJA beton mutu f'c=7,4 Mpa (K100), slump 3-6 cm / W/c = 0,87.

Bahan An. SNI ( Revisi ) 6.18.1

230.000 Kg PC Rp 1,600.00 = Rp 368,000.00
893.000 Kg Pasir Cor Rp 400.00 = Rp 357,200.00
1027.000 Kg Krikil (maksimum 30 mm) Rp 300.00 = Rp 308,100.00
200.000 Ltr Air. Rp 200.00 = Rp 40,000.00
= Rp 1,073,300.00
Upah An. SNI ( Revisi ) 6.18.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
0.028 Oh Kepala tukang Rp 139,000.00 = Rp 3,892.00
0.083 Oh Mandor Rp 145,000.00 = Rp 12,035.00
= Rp 217,502.00
= Rp 1,290,802.00

5 Membuat 1 M3 beton mutu f'c=14,5 Mpa (K175), slump 2 cm / W/c = 0,66.

Bahan An. SNI ( Revisi ) 6.18.1

326.000 Kg PC Rp 1,600.00 = Rp 521,600.00
760.000 Kg Pasir Cor Rp 400.00 = Rp 304,000.00
1029.000 Kg Krikil (maksimum 30 mm) Rp 300.00 = Rp 308,700.00
215.000 Ltr Air. Rp 200.00 = Rp 43,000.00
= Rp 1,177,300.00
Upah An. SNI ( Revisi ) 6.18.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
0.028 Oh Kepala tukang Rp 139,000.00 = Rp 3,892.00
 0.083 Oh Mandor Rp 145,000.00 = Rp 12,035.00
= Rp 217,502.00
= Rp 1,394,802.00

6 Membuat 1 M3 beton mutu f'c=16,9 Mpa (K200), slump 2 cm / W/c = 0,61.

Bahan An. SNI ( Revisi ) 6.18.1

352.000 Kg PC Rp 1,600.00 = Rp 563,200.00
731.000 Kg Pasir Cor Rp 400.00 = Rp 292,400.00
1031.000 Kg Krikil (maksimum 30 mm) Rp 300.00 = Rp 309,300.00
215.000 Ltr Air. Rp 200.00 = Rp 43,000.00
= Rp 1,207,900.00
Upah An. SNI ( Revisi ) 6.18.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
0.028 Oh Kepala tukang Rp 139,000.00 = Rp 3,892.00
0.083 Oh Mandor Rp 145,000.00 = Rp 12,035.00
= Rp 217,502.00
= Rp 1,425,402.00

7 Membuat 1 M3 beton mutu f'c=19,3 Mpa (K225), slump 2 cm / W/c = 0,58.

Bahan An. SNI ( Revisi ) 6.18.1

371.000 Kg PC Rp 1,600.00 = Rp 593,600.00
698.000 Kg Pasir Cor Rp 400.00 = Rp 279,200.00
1047.000 Kg Krikil (maksimum 30 mm) Rp 300.00 = Rp 314,100.00
215.000 Ltr Air. Rp 200.00 = Rp 43,000.00
= Rp 1,229,900.00
Upah An. SNI ( Revisi ) 6.18.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
0.028 Oh Kepala tukang Rp 139,000.00 = Rp 3,892.00
0.083 Oh Mandor Rp 145,000.00 = Rp 12,035.00
= Rp 217,502.00
= Rp 1,447,402.00

8 Membuat 1 M3 beton mutu f'c=21,7 Mpa (K250), slump 2 cm / W/c = 0,56.

Bahan An. SNI ( Revisi ) 6.18.1

384.000 Kg PC Rp 1,600.00 = Rp 614,400.00
692.000 Kg Pasir Cor Rp 400.00 = Rp 276,800.00
1039.000 Kg Krikil (maksimum 30 mm) Rp 300.00 = Rp 311,700.00
215.000 Ltr Air. Rp 200.00 = Rp 43,000.00
= Rp 1,245,900.00
Upah An. SNI ( Revisi ) 6.18.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
0.028 Oh Kepala tukang Rp 139,000.00 = Rp 3,892.00
0.083 Oh Mandor Rp 145,000.00 = Rp 12,035.00
= Rp 217,502.00
= Rp 1,463,402.00

9 Membuat 1 M3 beton mutu f'c=24,0 Mpa (K275), slump 2 cm / W/c = 0,53.

Bahan An. SNI ( Revisi ) 6.18.1

406.000 Kg PC Rp 1,600.00 = Rp 649,600.00
684.000 Kg Pasir Cor Rp 400.00 = Rp 273,600.00
1026.000 Kg Krikil (maksimum 30 mm) Rp 300.00 = Rp 307,800.00
215.000 Ltr Air. Rp 200.00 = Rp 43,000.00
= Rp 1,274,000.00
Upah An. SNI ( Revisi ) 6.18.2
 1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
0.028 Oh Kepala tukang Rp 139,000.00 = Rp 3,892.00
0.083 Oh Mandor Rp 145,000.00 = Rp 12,035.00
= Rp 217,502.00
= Rp 1,491,502.00

10 Membuat 1 M3 beton mutu f'c=26,4 Mpa (K300), slump 2 cm / W/c = 0,52.

Bahan An. SNI ( Revisi ) 6.18.1

413.000 Kg PC Rp 1,600.00 = Rp 660,800.00
681.000 m3 Pasir Cor Rp 400.00 = Rp 272,400.00
1021.000 m3 Krikil (maksimum 30 mm) Rp 300.00 = Rp 306,300.00
215.000 Ltr Air. Rp 200.00 = Rp 43,000.00
= Rp 1,282,500.00
Upah An. SNI ( Revisi ) 6.18.2
1.650 Oh Pekerja Rp 101,000.00 = Rp 166,650.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
0.028 Oh Kepala tukang Rp 139,000.00 = Rp 3,892.00
0.083 Oh Mandor Rp 145,000.00 = Rp 12,035.00
= Rp 217,502.00
= Rp 1,500,002.00

11 Membuat 1 M3 beton mutu f'c=28,8 Mpa (K325), slump 2 cm / W/c = 0,49.

Bahan An. SNI ( Revisi ) 6.18.1

439.000 Kg PC Rp 1,600.00 = Rp 702,400.00
670.000 Kg Pasir Cor Rp 400.00 = Rp 268,000.00
1006.000 Kg Krikil (maksimum 30 mm) Rp 300.00 = Rp 301,800.00
215.000 Ltr Air. Rp 200.00 = Rp 43,000.00
= Rp 1,315,200.00
Upah An. SNI ( Revisi ) 6.18.2
2.100 Oh Pekerja Rp 101,000.00 = Rp 212,100.00
0.350 Oh Tukang batu Rp 127,000.00 = Rp 44,450.00
0.035 Oh Kepala tukang Rp 139,000.00 = Rp 4,865.00
0.105 Oh Mandor Rp 145,000.00 = Rp 15,225.00
= Rp 276,640.00
= Rp 1,591,840.00

12 Membuat 1 M3 beton mutu f'c=31,2 Mpa (K350), slump 2 cm / W/c = 0,48.

Bahan An. SNI ( Revisi ) 6.18.1

448.000 Kg PC Rp 1,600.00 = Rp 716,800.00
667.000 Kg Pasir Cor Rp 400.00 = Rp 266,800.00
1000.000 Kg Krikil (maksimum 30 mm) Rp 300.00 = Rp 300,000.00
215.000 Ltr Air. Rp 200.00 = Rp 43,000.00
= Rp 1,326,600.00
Upah An. SNI ( Revisi ) 6.18.2
2.100 Oh Pekerja Rp 101,000.00 = Rp 212,100.00
0.350 Oh Tukang batu Rp 127,000.00 = Rp 44,450.00
0.035 Oh Kepala tukang Rp 139,000.00 = Rp 4,865.00
0.105 Oh Mandor Rp 145,000.00 = Rp 15,225.00
= Rp 276,640.00
= Rp 1,603,240.00

13 Membuat 1 M3 beton kedap air dengan strorox - 100.

Bahan An. SNI ( Revisi ) 6.18.1

400.000 Kg PC Rp 1,600.00 = Rp 640,000.00
0.480 m3 Pasir Cor Rp 400.00 = Rp 192.00
0.800 m3 KR (kerikil 2cm / 3cm) Rp 300.00 = Rp 240.00
 1.200 Kg Strorox - 100 Rp 38,500.00 = Rp 46,200.00
= Rp 686,632.00
Upah An. SNI ( Revisi ) 6.18.2
2.100 Oh Pekerja Rp 101,000.00 = Rp 212,100.00
0.350 Oh Tukang batu Rp 127,000.00 = Rp 44,450.00
0.035 Oh Kepala tukang Rp 139,000.00 = Rp 4,865.00
0.105 Oh Mandor Rp 145,000.00 = Rp 15,225.00
= Rp 276,640.00
= Rp 963,272.00

PEMBESIAN.

15 1 Kg Pembesian dengan besi polos

Bahan An. SNI ( Revisi ) 6.25.1
1.050 Kg Besi beton ( polos ) Rp 13,000.00 = Rp 13,650.00
0.015 Kg Kawat beton Rp 26,000.00 = Rp 390.00
= Rp 14,040.00
Upah An. SNI ( Revisi ) 6.25.2
0.007 Oh Pekerja Rp 101,000.00 = Rp 707.00
0.007 Oh Tukang besi Rp 127,000.00 = Rp 889.00
0.001 Oh Kepala tukang Rp 139,000.00 = Rp 97.30
0.000 Oh Mandor Rp 145,000.00 = Rp 43.50
= Rp 1,736.80
= Rp 15,776.80

15.a1 Kg Pembesian dengan besi ulir

Bahan An. SNI ( Revisi ) 6.25.1
1.050 Kg Besi beton ( ulir ) Rp 13,000.00 = Rp 13,650.00
0.015 Kg Kawat beton Rp 26,000.00 = Rp 390.00
= Rp 14,040.00
Upah An. SNI ( Revisi ) 6.25.2
0.007 Oh Pekerja Rp 101,000.00 = Rp 707.00
0.007 Oh Tukang besi Rp 127,000.00 = Rp 889.00
0.001 Oh Kepala tukang Rp 139,000.00 = Rp 97.30
0.000 Oh Mandor Rp 145,000.00 = Rp 43.50
= Rp 1,736.80
= Rp 15,776.80

16 1 Kg Kabel presstessed polos/strands

Bahan An. SNI ( Revisi ) 6.26.1
1.050 Kg Besi presstessed polos Rp 13,000.00 = Rp 13,650.00
0.010 Kg Kawat beton Rp 26,000.00 = Rp 260.00
= Rp 13,910.00
Upah An. SNI ( Revisi ) 6.26.2
0.005 Oh Pekerja Rp 101,000.00 = Rp 505.00
0.005 Oh Tukang besi Rp 127,000.00 = Rp 635.00
0.001 Oh Kepala tukang Rp 139,000.00 = Rp 69.50
0.000 Oh Mandor Rp 145,000.00 = Rp 43.50
= Rp 1,253.00
= Rp 15,163.00

17 1 Kg Jaring kawat baja

Bahan An. SNI ( Revisi ) 6.27.1
1.020 Kg Besi jaring kawat baja Rp 13,000.00 = Rp 13,260.00
0.805 Kg Kawat beton Rp 26,000.00 = Rp 20,930.00
= Rp 34,190.00
Upah An. SNI ( Revisi ) 6.27.2
0.025 Oh Pekerja Rp 101,000.00 = Rp 2,525.00
0.025 Oh Tukang besi Rp 127,000.00 = Rp 3,175.00
0.003 Oh Kepala tukang Rp 139,000.00 = Rp 347.50
0.002 Oh Mandor Rp 145,000.00 = Rp 217.50
 = Rp 6,265.00
= Rp 40,455.00

BEGESTING.

18 1 m2 Pasang bekisting untuk pondasi

Bahan An. SNI ( Revisi ) 6.28.1
0.040 m3 Kayu terentang/Meranti Rp 2,225,000.00 = Rp 89,000.00
0.300 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 5,700.00
0.100 Ltr Minyak bekisting Rp 20,800.00 = Rp 2,080.00
= Rp 96,780.00
Upah An. SNI ( Revisi ) 6.28.2
0.520 Oh Pekerja Rp 101,000.00 = Rp 52,520.00
0.260 Oh Tukang kayu Rp 127,000.00 = Rp 33,020.00
0.026 Oh Kepala tukang Rp 139,000.00 = Rp 3,614.00
0.026 Oh Mandor Rp 145,000.00 = Rp 3,770.00
= Rp 92,924.00
= Rp 189,704.00

19 1 m2 Pasang bekisting untuk sloof

Bahan An. SNI ( Revisi ) 6.29.1
0.045 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 100,125.00
0.300 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 5,700.00
0.100 Ltr Minyak bekisting Rp 20,800.00 = Rp 2,080.00
= Rp 107,905.00
Upah An. SNI ( Revisi ) 6.29.2
0.520 Oh Pekerja Rp 101,000.00 = Rp 52,520.00
0.260 Oh Tukang kayu Rp 127,000.00 = Rp 33,020.00
0.026 Oh Kepala tukang Rp 139,000.00 = Rp 3,614.00
0.026 Oh Mandor Rp 145,000.00 = Rp 3,770.00
= Rp 92,924.00
= Rp 200,829.00

20 1 m2 Pasang bekisting untuk kolom

Bahan An. SNI ( Revisi ) 6.30.1
0.040 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 89,000.00
0.400 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 7,600.00
0.200 Ltr Minyak bekisting Rp 20,800.00 = Rp 4,160.00
0.015 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 33,375.00
0.350 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 77,700.00
2.000 Btg Dolken kayu galam Ø 8-10 / 4 m Rp 30,000.00 = Rp 60,000.00
= Rp 271,835.00
Upah An. SNI ( Revisi ) 6.30.2
0.660 Oh Pekerja Rp 101,000.00 = Rp 66,660.00
0.330 Oh Tukang kayu Rp 127,000.00 = Rp 41,910.00
0.033 Oh Kepala tukang Rp 139,000.00 = Rp 4,587.00
0.033 Oh Mandor Rp 145,000.00 = Rp 4,785.00
= Rp 117,942.00
= Rp 389,777.00

21 1 m2 Pasang bekisting untuk balok

Bahan An. SNI ( Revisi ) 6.31.1
0.040 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 89,000.00
0.400 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 7,600.00
0.200 Ltr Minyak bekisting Rp 20,800.00 = Rp 4,160.00
0.018 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 40,050.00
0.350 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 77,700.00
2.000 Btg Dolken kayu galam Ø 8-10 / 4 m Rp 30,000.00 = Rp 60,000.00
= Rp 278,510.00
Upah An. SNI ( Revisi ) 6.31.2
0.660 Oh Pekerja Rp 101,000.00 = Rp 66,660.00
 0.330 Oh Tukang kayu Rp 127,000.00 = Rp 41,910.00
0.033 Oh Kepala tukang Rp 139,000.00 = Rp 4,587.00
0.033 Oh Mandor Rp 145,000.00 = Rp 4,785.00
= Rp 117,942.00
= Rp 396,452.00

22 1 m2 Pasang bekisting untuk lantai

Bahan An. SNI ( Revisi ) 6.32.1
0.040 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 89,000.00
0.400 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 7,600.00
0.200 Ltr Minyak bekisting Rp 20,800.00 = Rp 4,160.00
0.015 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 33,375.00
0.350 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 77,700.00
6.000 Btg Dolken kayu galam Ø 8-10 / 4 m Rp 30,000.00 = Rp 180,000.00
= Rp 391,835.00
Upah An. SNI ( Revisi ) 6.32.2
0.660 Oh Pekerja Rp 101,000.00 = Rp 66,660.00
0.330 Oh Tukang kayu Rp 127,000.00 = Rp 41,910.00
0.033 Oh Kepala tukang Rp 139,000.00 = Rp 4,587.00
0.033 Oh Mandor Rp 145,000.00 = Rp 4,785.00
= Rp 117,942.00
= Rp 509,777.00

23 1 m2 Pasang bekisting untuk dinding ( shear wall )

Bahan An. SNI ( Revisi ) 6.33.1
0.030 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 66,750.00
0.400 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 7,600.00
0.200 Ltr Minyak bekisting Rp 20,800.00 = Rp 4,160.00
0.020 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 44,500.00
0.350 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 77,700.00
3.000 Btg Dolken kayu galam Ø 8-10 / 4 m Rp 30,000.00 = Rp 90,000.00
4.000 Bh Formtie/penjaga jarak bkstng Rp 22,000.00 = Rp 88,000.00
= Rp 378,710.00
Upah An. SNI ( Revisi ) 6.33.2
0.660 Oh Pekerja Rp 101,000.00 = Rp 66,660.00
0.330 Oh Tukang kayu Rp 127,000.00 = Rp 41,910.00
0.033 Oh Kepala tukang Rp 139,000.00 = Rp 4,587.00
0.033 Oh Mandor Rp 145,000.00 = Rp 4,785.00
= Rp 117,942.00
= Rp 496,652.00

24 1 m2 Pasang bekisting untuk tangga

Bahan An. SNI ( Revisi ) 6.34.1
0.030 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 66,750.00
0.400 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 7,600.00
0.150 Ltr Minyak bekisting Rp 20,800.00 = Rp 3,120.00
0.015 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 33,375.00
0.350 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 77,700.00
2.000 Btg Dolken kayu galam Ø 8-10 / 4 m Rp 30,000.00 = Rp 60,000.00
= Rp 248,545.00
Upah An. SNI ( Revisi ) 6.34.2
0.660 Oh Pekerja Rp 101,000.00 = Rp 66,660.00
0.330 Oh Tukang kayu Rp 127,000.00 = Rp 41,910.00
0.033 Oh Kepala tukang Rp 139,000.00 = Rp 4,587.00
0.033 Oh Mandor Rp 145,000.00 = Rp 4,785.00
= Rp 117,942.00
= Rp 366,487.00

25 1 m2 Membuat begesting jembatan cor

Bahan An. SNI ( Revisi ) 6.37.1
0.026 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 58,740.00
 0.600 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 11,400.00
0.500 Btg Dolken kayu galam Ø 8-10 / 4 m Rp 30,000.00 = Rp 15,000.00
= Rp 85,140.00
Upah An. SNI ( Revisi ) 6.37.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.050 Oh Tukang batu Rp 127,000.00 = Rp 6,350.00
0.005 Oh Kepala tukang Rp 139,000.00 = Rp 695.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 23,355.00
= Rp 108,495.00

PONDASI BETON
26 1 m3 Membuat pondasi beton bertulang ( 150 Kg besi + bekisting )
Bahan An. SNI ( Revisi ) 6.38.1
0.200 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 445,000.00
1.500 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 28,500.00
0.400 Ltr Minyak bekisting Rp 26,000.00 = Rp 10,400.00
157.500 Kg Besi beton polos Rp 13,000.00 = Rp 2,047,500.00
2.250 Kg Kawat beton Rp 26,000.00 = Rp 58,500.00
336.000 Kg Semen portland Rp 1,600.00 = Rp 537,600.00
0.540 m3 Pasir beton Rp 431,000.00 = Rp 232,740.00
0.810 m3 Koral beton Rp 346,000.00 = Rp 280,260.00
= Rp 3,640,500.00
Upah An. SNI ( Revisi ) 6.38.2
5.300 Oh Pekerja Rp 101,000.00 = Rp 535,300.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
1.300 Oh Tukang kayu Rp 127,000.00 = Rp 165,100.00
1.050 Oh Tukang besi Rp 127,000.00 = Rp 133,350.00
0.262 Oh Kepala tukang Rp 139,000.00 = Rp 36,418.00
0.265 Oh Mandor Rp 145,000.00 = Rp 38,425.00
= Rp 943,518.00
= Rp 4,584,018.00

Sloof
27 1 m3 Membuat sloof beton bertulang ( 200 Kg besi + bekisting )
Bahan An. SNI ( Revisi ) 6.39.1
0.270 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 600,750.00
2.000 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 38,000.00
0.600 Ltr Minyak bekisting Rp 26,000.00 = Rp 15,600.00
210.000 Kg Besi beton polos Rp 13,000.00 = Rp 2,730,000.00
3.000 Kg Kawat beton Rp 26,000.00 = Rp 537,600.00
336.000 Kg Semen portland Rp 1,600.00 = Rp 537,600.00
0.540 m3 Pasir beton Rp 431,000.00 = Rp 232,740.00
0.810 m3 Koral beton Rp 346,000.00 = Rp 280,260.00
= Rp 4,972,550.00
Upah An. SNI ( Revisi ) 6.39.2
5.650 Oh Pekerja Rp 101,000.00 = Rp 570,650.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
1.560 Oh Tukang kayu Rp 127,000.00 = Rp 198,120.00
1.400 Oh Tukang besi Rp 127,000.00 = Rp 177,800.00
0.323 Oh Kepala tukang Rp 139,000.00 = Rp 44,897.00
0.283 Oh Mandor Rp 145,000.00 = Rp 41,035.00
= Rp 1,067,427.00
= Rp 6,039,977.00

28 1 m3 Membuat sloof beton bertulang ukuran 20 x 30 Cm dengan besi 5 dia 19 mm + beugel dia 8 mm .
Bahan An. SNI ( Revisi ) 6.39.1
0.270 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 600,750.00
2.000 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 38,000.00
0.600 Ltr Minyak bekisting Rp 26,000.00 = Rp 15,600.00
179.859 Kg Besi beton polos dia 16 mm Rp 10,947.37 = Rp 1,968,982.74
 261.515 81.656 Kg Besi begel polos dia 6 mm Rp 12,406.02 = Rp 1,013,029.53
3.000 Kg Kawat beton Rp 26,000.00 = Rp 78,000.00
323.000 Kg Semen portland Rp 1,600.00 = Rp 516,800.00
0.520 m3 Pasir beton Rp 431,000.00 = Rp 224,120.00
0.780 m3 Koral beton Rp 346,000.00 = Rp 269,880.00
= Rp 4,725,162.27
Upah An. SNI ( Revisi ) 6.39.2
4.850 Oh Pekerja Rp 101,000.00 = Rp 489,850.00
0.350 Oh Tukang batu Rp 127,000.00 = Rp 44,450.00
1.560 Oh Tukang kayu Rp 127,000.00 = Rp 198,120.00
1.350 Oh Tukang besi Rp 127,000.00 = Rp 171,450.00
0.331 Oh Kepala tukang Rp 139,000.00 = Rp 46,009.00
0.170 Oh Mandor Rp 145,000.00 = Rp 24,650.00
= Rp 974,529.00
= Rp 5,699,691.27

29 1 m3 Membuat sloof beton bertulang ukuran 20 x 30 Cm dengan besi 5 dia 16 mm + beugel dia 6 mm .
Bahan An. SNI ( Revisi ) 6.39.1
0.270 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 600,750.00
2.000 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 38,000.00
0.600 Ltr Minyak bekisting Rp 26,000.00 = Rp 15,600.00
127.505 Kg Besi beton polos dia 16 mm Rp 10,947.37 = Rp 1,395,838.74
45.745 Kg Besi begel polos dia 6 mm Rp 12,406.02 = Rp 567,508.69
3.000 Kg Kawat beton Rp 26,000.00 = Rp 78,000.00
323.000 Kg Semen portland Rp 1,600.00 = Rp 516,800.00
0.520 m3 Pasir beton Rp 431,000.00 = Rp 224,120.00
0.780 m3 Koral beton Rp 346,000.00 = Rp 269,880.00
= Rp 3,706,497.43
Upah An. SNI ( Revisi ) 6.39.2
4.850 Oh Pekerja Rp 101,000.00 = Rp 489,850.00
0.350 Oh Tukang batu Rp 127,000.00 = Rp 44,450.00
1.560 Oh Tukang kayu Rp 127,000.00 = Rp 198,120.00
1.350 Oh Tukang besi Rp 127,000.00 = Rp 171,450.00
0.331 Oh Kepala tukang Rp 139,000.00 = Rp 46,009.00
0.170 Oh Mandor Rp 145,000.00 = Rp 24,650.00
= Rp 974,529.00
= Rp 4,681,026.43

30 1 m3 Membuat sloof beton bertulang ukuran 15 x 20 Cm dengan besi 4 dia 12 mm + beugel dia 6mm .
Bahan An. SNI ( Revisi ) 6.39.1
0.270 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 600,750.00
2.000 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 38,000.00
0.600 Ltr Minyak bekisting Rp 26,000.00 = Rp 15,600.00
114.419 Kg Besi beton polos dia 12 mm Rp 10,373.83 = Rp 1,186,961.38
35.631 Kg Besi begel polos dia 8 mm Rp 10,970.46 = Rp 11,006.10
3.000 Kg Kawat beton Rp 26,000.00 = Rp 78,000.00
323.000 Kg Semen portland Rp 1,600.00 = Rp 516,800.00
0.520 m3 Pasir beton Rp 431,000.00 = Rp 224,120.00
0.780 m3 Koral beton Rp 346,000.00 = Rp 269,880.00
= Rp 2,941,117.48
Upah An. SNI ( Revisi ) 6.39.2
4.850 Oh Pekerja Rp 101,000.00 = Rp 489,850.00
0.350 Oh Tukang batu Rp 127,000.00 = Rp 44,450.00
1.560 Oh Tukang kayu Rp 127,000.00 = Rp 198,120.00
1.350 Oh Tukang besi Rp 127,000.00 = Rp 171,450.00
0.331 Oh Kepala tukang Rp 139,000.00 = Rp 46,009.00
0.170 Oh Mandor Rp 145,000.00 = Rp 24,650.00
= Rp 974,529.00
= Rp 3,915,646.48

31 1 m3 Membuat sloof beton bertulang ukuran 15 x 20 Cm dengan besi 4 dia 10 mm + kegesting .

 Bahan An. SNI ( Revisi ) 6.39.1
0.270 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 600,750.00
2.000 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 38,000.00
0.600 Ltr Minyak bekisting Rp 26,000.00 = Rp 15,600.00
79.387 Kg Besi beton polos dia 10 mm Rp 10,540.54 = Rp 836,784.00
35.631 Kg Besi begel polos dia 6 mm Rp 12,406.02 = Rp 442,038.72
3.000 Kg Kawat beton Rp 26,000.00 = Rp 78,000.00
323.000 Kg Semen portland Rp 1,600.00 = Rp 516,800.00
0.520 m3 Pasir beton Rp 431,000.00 = Rp 224,120.00
0.780 m3 Koral beton Rp 346,000.00 = Rp 269,880.00
= Rp 3,021,972.72
Upah An. SNI ( Revisi ) 6.39.2
4.850 Oh Pekerja Rp 101,000.00 = Rp 489,850.00
0.350 Oh Tukang batu Rp 127,000.00 = Rp 44,450.00
1.560 Oh Tukang kayu Rp 127,000.00 = Rp 198,120.00
1.300 Oh Tukang besi Rp 127,000.00 = Rp 165,100.00
0.331 Oh Kepala tukang Rp 139,000.00 = Rp 46,009.00
0.170 Oh Mandor Rp 145,000.00 = Rp 24,650.00
= Rp 968,179.00
= Rp 3,990,151.72

Kolom
32 1 m3 Membuat kolom beton bertulang ( 300 Kg besi + bekisting )
Bahan An. SNI ( Revisi ) 6.40.1
0.400 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 890,000.00
4.000 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 76,000.00
2.000 Ltr Minyak bekisting Rp 26,000.00 = Rp 52,000.00
315.000 Kg Besi beton polos Rp 13,000.00 = Rp 4,095,000.00
4.500 Kg Kawat beton Rp 26,000.00 = Rp 117,000.00
336.000 Kg Semen portland Rp 1,600.00 = Rp 537,600.00
0.540 m3 Pasir beton Rp 431,000.00 = Rp 232,740.00
0.810 m3 Koral beton Rp 346,000.00 = Rp 280,260.00
0.150 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 333,750.00
3.500 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 777,000.00
20.000 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 600,000.00
= Rp 7,991,350.00
Upah An. SNI ( Revisi ) 6.40.2
7.050 Oh Pekerja Rp 101,000.00 = Rp 712,050.00
0.270 Oh Tukang batu Rp 127,000.00 = Rp 34,290.00
1.650 Oh Tukang kayu Rp 127,000.00 = Rp 209,550.00
2.100 Oh Tukang besi Rp 127,000.00 = Rp 266,700.00
0.403 Oh Kepala tukang Rp 139,000.00 = Rp 56,017.00
0.353 Oh Mandor Rp 145,000.00 = Rp 51,185.00
= Rp 1,329,792.00
= Rp 9,321,142.00

32 1 m3 Membuat kolom beton bertulang ( 275 Kg besi + bekisting )

Bahan An. SNI ( Revisi ) 6.40.1
0.387 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 861,075.00
3.867 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 73,473.00
1.933 Ltr Minyak bekisting Rp 26,000.00 = Rp 50,258.00
288.750 Kg Besi beton polos Rp 13,000.00 = Rp 3,753,750.00
4.125 Kg Kawat beton Rp 26,000.00 = Rp 107,250.00
336.000 Kg Semen portland Rp 1,600.00 = Rp 537,600.00
0.540 m3 Pasir beton Rp 431,000.00 = Rp 232,740.00
0.810 m3 Koral beton Rp 346,000.00 = Rp 280,260.00
0.145 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 322,625.00
3.383 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 751,026.00
22.000 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 660,000.00
= Rp 7,630,057.00
Upah An. SNI ( Revisi ) 6.40.2
 6.758 Oh Pekerja Rp 101,000.00 = Rp 682,558.00
0.271 Oh Tukang batu Rp 127,000.00 = Rp 34,417.00
1.592 Oh Tukang kayu Rp 127,000.00 = Rp 202,184.00
1.925 Oh Tukang besi Rp 127,000.00 = Rp 244,475.00
0.380 Oh Kepala tukang Rp 139,000.00 = Rp 52,820.00
0.338 Oh Mandor Rp 145,000.00 = Rp 49,010.00
= Rp 1,265,464.00
= Rp 8,895,521.00

32 1 m3 Membuat kolom beton bertulang ( 250 Kg besi + bekisting )

Bahan An. SNI ( Revisi ) 6.40.1
0.373 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 829,925.00
3.733 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 70,927.00
1.867 Ltr Minyak bekisting Rp 26,000.00 = Rp 48,542.00
262.500 Kg Besi beton polos Rp 13,000.00 = Rp 3,412,500.00
3.750 Kg Kawat beton Rp 26,000.00 = Rp 97,500.00
336.000 Kg Semen portland Rp 1,600.00 = Rp 537,600.00
0.540 m3 Pasir beton Rp 431,000.00 = Rp 232,740.00
0.810 m3 Koral beton Rp 346,000.00 = Rp 280,260.00
0.150 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 333,750.00
3.267 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 725,274.00
24.000 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 720,000.00
= Rp 7,289,018.00
Upah An. SNI ( Revisi ) 6.40.2
6.467 Oh Pekerja Rp 101,000.00 = Rp 653,167.00
0.272 Oh Tukang batu Rp 127,000.00 = Rp 34,544.00
1.533 Oh Tukang kayu Rp 127,000.00 = Rp 194,691.00
1.750 Oh Tukang besi Rp 127,000.00 = Rp 222,250.00
0.357 Oh Kepala tukang Rp 139,000.00 = Rp 49,623.00
0.324 Oh Mandor Rp 145,000.00 = Rp 46,980.00
= Rp 1,201,255.00
= Rp 8,490,273.00

32 1 m3 Membuat kolom beton bertulang ( 225 Kg besi + bekisting )

Bahan An. SNI ( Revisi ) 6.40.1
0.360 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 801,000.00
3.600 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 68,400.00
1.800 Ltr Minyak bekisting Rp 26,000.00 = Rp 46,800.00
238.500 Kg Besi beton polos Rp 13,000.00 = Rp 3,100,500.00
3.375 Kg Kawat beton Rp 26,000.00 = Rp 87,750.00
336.000 Kg Semen portland Rp 1,600.00 = Rp 537,600.00
0.540 m3 Pasir beton Rp 431,000.00 = Rp 232,740.00
0.810 m3 Koral beton Rp 346,000.00 = Rp 280,260.00
0.135 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 300,375.00
3.150 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 699,300.00
26.000 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 780,000.00
= Rp 6,934,725.00
Upah An. SNI ( Revisi ) 6.40.2
6.175 Oh Pekerja Rp 101,000.00 = Rp 623,675.00
0.273 Oh Tukang batu Rp 127,000.00 = Rp 34,671.00
1.475 Oh Tukang kayu Rp 127,000.00 = Rp 187,325.00
1.575 Oh Tukang besi Rp 127,000.00 = Rp 200,025.00
0.334 Oh Kepala tukang Rp 139,000.00 = Rp 46,426.00
0.309 Oh Mandor Rp 145,000.00 = Rp 44,805.00
= Rp 1,136,927.00
= Rp 8,071,652.00

32 1 m3 Membuat kolom beton bertulang ( 200 Kg besi + bekisting )

Bahan An. SNI ( Revisi ) 6.40.1
0.347 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 772,075.00
3.467 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 65,873.00
 1.733 Ltr Minyak bekisting Rp 26,000.00 = Rp 45,058.00
210.000 Kg Besi beton polos Rp 13,000.00 = Rp 2,730,000.00
3.000 Kg Kawat beton Rp 26,000.00 = Rp 78,000.00
336.000 Kg Semen portland Rp 1,600.00 = Rp 537,600.00
0.540 m3 Pasir beton Rp 431,000.00 = Rp 232,740.00
0.810 m3 Koral beton Rp 346,000.00 = Rp 280,260.00
0.130 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 289,250.00
3.033 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 673,326.00
28.000 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 840,000.00
= Rp 6,544,182.00
Upah An. SNI ( Revisi ) 6.40.2
5.883 Oh Pekerja Rp 101,000.00 = Rp 594,183.00
0.273 Oh Tukang batu Rp 127,000.00 = Rp 34,671.00
1.417 Oh Tukang kayu Rp 127,000.00 = Rp 179,959.00
1.400 Oh Tukang besi Rp 127,000.00 = Rp 177,800.00
0.311 Oh Kepala tukang Rp 139,000.00 = Rp 43,229.00
0.294 Oh Mandor Rp 145,000.00 = Rp 42,630.00
= Rp 1,072,472.00
= Rp 7,616,654.00

32 1 m3 Membuat kolom beton bertulang ( 175 Kg besi + bekisting )

Bahan An. SNI ( Revisi ) 6.40.1
0.334 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 743,150.00
3.334 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 63,346.00
1.667 Ltr Minyak bekisting Rp 26,000.00 = Rp 43,342.00
183.750 Kg Besi beton polos Rp 13,000.00 = Rp 2,388,750.00
2.625 Kg Kawat beton Rp 26,000.00 = Rp 68,250.00
336.000 Kg Semen portland Rp 1,600.00 = Rp 537,600.00
0.540 m3 Pasir beton Rp 431,000.00 = Rp 232,740.00
0.810 m3 Koral beton Rp 346,000.00 = Rp 280,260.00
0.125 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 278,125.00
2.917 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 647,574.00
30.000 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 900,000.00
= Rp 6,183,137.00
Upah An. SNI ( Revisi ) 6.40.2
5.300 Oh Pekerja Rp 101,000.00 = Rp 535,300.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
1.300 Oh Tukang kayu Rp 127,000.00 = Rp 165,100.00
1.050 Oh Tukang besi Rp 127,000.00 = Rp 133,350.00
0.265 Oh Kepala tukang Rp 139,000.00 = Rp 36,835.00
0.265 Oh Mandor Rp 145,000.00 = Rp 38,425.00
= Rp 943,935.00
= Rp 7,127,072.00

32 1 m3 Membuat kolom beton bertulang ( 150 Kg besi + bekisting )

Bahan An. SNI ( Revisi ) 6.40.1
0.320 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 712,000.00
3.200 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 60,800.00
1.600 Ltr Minyak bekisting Rp 26,000.00 = Rp 41,600.00
157.500 Kg Besi beton polos Rp 13,000.00 = Rp 2,047,500.00
2.250 Kg Kawat beton Rp 26,000.00 = Rp 58,500.00
336.000 Kg Semen portland Rp 1,600.00 = Rp 537,600.00
0.540 m3 Pasir beton Rp 431,000.00 = Rp 232,740.00
0.810 m3 Koral beton Rp 346,000.00 = Rp 280,260.00
0.120 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 267,000.00
2.800 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 621,600.00
32.000 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 960,000.00
= Rp 5,819,600.00
Upah An. SNI ( Revisi ) 6.40.2
5.300 Oh Pekerja Rp 101,000.00 = Rp 535,300.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
 1.300 Oh Tukang kayu Rp 127,000.00 = Rp 165,100.00
1.050 Oh Tukang besi Rp 127,000.00 = Rp 133,350.00
0.265 Oh Kepala tukang Rp 139,000.00 = Rp 36,835.00
0.265 Oh Mandor Rp 145,000.00 = Rp 38,425.00
= Rp 943,935.00
= Rp 6,763,535.00

33 1 m' Membuat kolom penguat ( kolom praktis ) beton bertulang ( 11 x 11 ) cm

Catatan : besi memakai diameter 12 mm beugel diameter 5 mm.
Bahan An. SNI ( Revisi ) 6.45.1
0.002 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 4,450.00
0.010 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 190.00
3.000 Kg Besi beton polos dia. 12 mm Rp 10,373.83 = Rp 31,121.50
0.280 Kg Besi begel polos dia. 6 mm Rp 12,406.02 = Rp 3,473.68
0.125 Kg Kawat beton Rp 26,000.00 = Rp 3,250.00
4.000 Kg Semen portland Rp 1,600.00 = Rp 6,400.00
0.006 m3 Pasir beton Rp 431,000.00 = Rp 2,586.00
0.009 m3 Koral beton Rp 346,000.00 = Rp 3,114.00
= Rp 54,585.18
Upah An. SNI ( Revisi ) 6.45.2
0.180 Oh Pekerja Rp 101,000.00 = Rp 18,180.00
0.020 Oh Tukang batu Rp 127,000.00 = Rp 2,540.00
0.020 Oh Tukang kayu Rp 127,000.00 = Rp 2,540.00
0.020 Oh Tukang besi Rp 127,000.00 = Rp 2,540.00
0.006 Oh Kepala tukang Rp 139,000.00 = Rp 834.00
0.009 Oh Mandor Rp 145,000.00 = Rp 1,305.00
= Rp 27,939.00
= Rp 82,524.18

Biaya kolom praktis dengan besi polos 4 diameter 12 mm = Rp 82,524.18

Analog biaya / M3. = 82,524.18 Rp 60.61 = Rp 5,001,790.52

34 1 m' Membuat kolom penguat ( kolom praktis ) beton bertulang ( 11 x 11 ) cm

Catatan : besi memakai diameter 10 mm beugel diameter 5 mm.
Bahan An. SNI ( Revisi ) 6.45.1
0.002 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 4,450.00
0.010 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 190.00
2.300 Kg Besi beton polos dia. 10 mm Rp 10,540.54 = Rp 24,243.24
0.280 Kg Besi begel polos dia. 6 mm Rp 12,406.02 = Rp 3,473.68
0.250 Kg Kawat beton Rp 26,000.00 = Rp 6,500.00
4.000 Kg Semen portland Rp 1,600.00 = Rp 6,400.00
0.006 m3 Pasir beton Rp 431,000.00 = Rp 2,586.00
0.009 m3 Koral beton Rp 346,000.00 = Rp 3,114.00
= Rp 50,956.93
Upah An. SNI ( Revisi ) 6.45.2
0.060 Oh Pekerja Rp 101,000.00 = Rp 6,060.00
0.020 Oh Tukang batu Rp 127,000.00 = Rp 2,540.00
0.020 Oh Tukang kayu Rp 127,000.00 = Rp 2,540.00
0.020 Oh Tukang besi Rp 127,000.00 = Rp 834.00
0.006 Oh Kepala tukang Rp 139,000.00 = Rp 834.00
0.003 Oh Mandor Rp 145,000.00 = Rp 435.00
= Rp 13,243.00
= Rp 64,199.93

Biaya kolom praktis dengan besi polos 4 diameter 10 mm = Rp 64,199.93

Analog biaya / M3. = 64,199.93 Rp 60.61 = Rp 3,891,157.60

Balok
35 1 m3 Membuat balok beton bertulang ( 300 Kg besi + bekisting )
Bahan An. SNI ( Revisi ) 6.41.1
0.320 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 712,000.00
3.200 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 60,800.00
1.600 Ltr Minyak bekisting Rp 26,000.00 = Rp 41,600.00
315.000 Kg Besi beton polos Rp 13,000.00 = Rp 4,095,000.00
4.500 Kg Kawat beton Rp 26,000.00 = Rp 117,000.00
336.000 Kg Semen portland Rp 1,600.00 = Rp 537,600.00
0.540 m3 Pasir beton Rp 431,000.00 = Rp 232,740.00
0.810 m3 Koral beton Rp 346,000.00 = Rp 280,260.00
0.180 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 400,500.00
2.800 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 621,600.00
4.000 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 120,000.00
= Rp 7,219,100.00
Upah An. SNI ( Revisi ) 6.41.2
8.450 Oh Pekerja Rp 101,000.00 = Rp 853,450.00
0.375 Oh Tukang batu Rp 127,000.00 = Rp 47,625.00
2.350 Oh Tukang kayu Rp 127,000.00 = Rp 298,450.00
2.100 Oh Tukang besi Rp 127,000.00 = Rp 266,700.00
0.469 Oh Kepala tukang Rp 139,000.00 = Rp 65,191.00
0.424 Oh Mandor Rp 145,000.00 = Rp 61,480.00
= Rp 1,592,896.00
= Rp 8,811,996.00

35 1 m3 Membuat balok beton bertulang ( 275 Kg besi + bekisting )

Bahan An. SNI ( Revisi ) 6.41.1
0.320 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 712,000.00
3.200 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 60,800.00
1.600 Ltr Minyak bekisting Rp 26,000.00 = Rp 41,600.00
288.750 Kg Besi beton polos Rp 13,000.00 = Rp 3,753,750.00
4.125 Kg Kawat beton Rp 26,000.00 = Rp 107,250.00
336.000 Kg Semen portland Rp 1,600.00 = Rp 537,600.00
0.540 m3 Pasir beton Rp 431,000.00 = Rp 232,740.00
0.810 m3 Koral beton Rp 346,000.00 = Rp 280,260.00
0.170 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 378,250.00
2.800 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 621,600.00
4.000 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 120,000.00
= Rp 6,845,850.00
Upah An. SNI ( Revisi ) 6.41.2
7.925 Oh Pekerja Rp 101,000.00 = Rp 800,425.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
2.175 Oh Tukang kayu Rp 127,000.00 = Rp 276,225.00
1.925 Oh Tukang besi Rp 127,000.00 = Rp 244,475.00
0.435 Oh Kepala tukang Rp 139,000.00 = Rp 60,465.00
0.398 Oh Mandor Rp 145,000.00 = Rp 57,710.00
= Rp 1,474,225.00
= Rp 8,320,075.00

35 1 m3 Membuat balok beton bertulang ( 250 Kg besi + bekisting )

Bahan An. SNI ( Revisi ) 6.41.1
0.320 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 712,000.00
3.200 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 60,800.00
1.600 Ltr Minyak bekisting Rp 26,000.00 = Rp 41,600.00
262.500 Kg Besi beton polos Rp 13,000.00 = Rp 3,412,500.00
3.750 Kg Kawat beton Rp 26,000.00 = Rp 97,500.00
336.000 Kg Semen portland Rp 1,600.00 = Rp 537,600.00
0.540 m3 Pasir beton Rp 431,000.00 = Rp 232,740.00
0.810 m3 Koral beton Rp 346,000.00 = Rp 280,260.00
0.160 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 356,000.00
2.800 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 621,600.00
8.000 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 240,000.00
 = Rp 6,592,600.00
Upah An. SNI ( Revisi ) 6.41.2
7.400 Oh Pekerja Rp 101,000.00 = Rp 747,400.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
2.000 Oh Tukang kayu Rp 127,000.00 = Rp 254,000.00
1.750 Oh Tukang besi Rp 127,000.00 = Rp 222,250.00
0.401 Oh Kepala tukang Rp 139,000.00 = Rp 55,739.00
0.371 Oh Mandor Rp 145,000.00 = Rp 53,795.00
= Rp 1,368,109.00
= Rp 7,960,709.00

35 1 m3 Membuat balok beton bertulang ( 225 Kg besi + bekisting )

Bahan An. SNI ( Revisi ) 6.41.1
0.320 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 712,000.00
3.200 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 60,800.00
1.600 Ltr Minyak bekisting Rp 26,000.00 = Rp 41,600.00
236.250 Kg Besi beton polos Rp 13,000.00 = Rp 3,071,250.00
3.375 Kg Kawat beton Rp 26,000.00 = Rp 87,750.00
336.000 Kg Semen portland Rp 1,600.00 = Rp 537,600.00
0.540 m3 Pasir beton Rp 431,000.00 = Rp 232,740.00
0.810 m3 Koral beton Rp 346,000.00 = Rp 280,260.00
0.150 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 333,750.00
2.800 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 621,600.00
12.000 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 360,000.00
Rp - = Rp 6,339,350.00
Upah An. SNI ( Revisi ) 6.41.2 Rp -
6.875 Oh Pekerja Rp 101,000.00 = Rp 694,375.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
1.825 Oh Tukang kayu Rp 127,000.00 = Rp 231,775.00
1.575 Oh Tukang besi Rp 127,000.00 = Rp 200,025.00
0.367 Oh Kepala tukang Rp 139,000.00 = Rp 51,013.00
0.345 Oh Mandor Rp 145,000.00 = Rp 50,025.00
= Rp 1,262,138.00
= Rp 7,601,488.00

35 1 m3 Membuat balok beton bertulang ( 200 Kg besi + bekisting )

Bahan An. SNI ( Revisi ) 6.41.1
0.320 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 712,000.00
3.200 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 60,800.00
1.600 Ltr Minyak bekisting Rp 26,000.00 = Rp 41,600.00
210.000 Kg Besi beton polos Rp 13,000.00 = Rp 2,730,000.00
3.000 Kg Kawat beton Rp 26,000.00 = Rp 78,000.00
336.000 Kg Semen portland Rp 1,600.00 = Rp 537,600.00
0.540 m3 Pasir beton Rp 431,000.00 = Rp 232,740.00
0.810 m3 Koral beton Rp 346,000.00 = Rp 280,260.00
0.140 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 311,500.00
2.800 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 621,600.00
16.000 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 480,000.00
= Rp 6,086,100.00
Upah An. SNI ( Revisi ) 6.41.2
6.350 Oh Pekerja Rp 101,000.00 = Rp 641,350.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
1.650 Oh Tukang kayu Rp 127,000.00 = Rp 209,550.00
1.400 Oh Tukang besi Rp 127,000.00 = Rp 177,800.00
0.333 Oh Kepala tukang Rp 139,000.00 = Rp 46,287.00
0.318 Oh Mandor Rp 145,000.00 = Rp 46,110.00
= Rp 1,156,022.00
= Rp 7,242,122.00

36 1 m3 Membuat balok beton bertulang ( 175 Kg besi + bekisting )

Bahan An. SNI ( Revisi ) 6.42.1
 0.320 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 712,000.00
3.200 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 60,800.00
1.600 Ltr Minyak bekisting Rp 26,000.00 = Rp 41,600.00
183.750 Kg Besi beton polos Rp 13,000.00 = Rp 2,388,750.00
2.625 Kg Kawat beton Rp 26,000.00 = Rp 68,250.00
336.000 Kg Semen portland Rp 1,600.00 = Rp 537,600.00
0.540 m3 Pasir beton Rp 431,000.00 = Rp 232,740.00
0.810 m3 Koral beton Rp 346,000.00 = Rp 280,260.00
0.130 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 289,250.00
2.800 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 621,600.00
24.000 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 720,000.00
= Rp 5,952,850.00
Upah An. SNI ( Revisi ) 6.42.2
5.825 Oh Pekerja Rp 101,000.00 = Rp 588,325.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
1.475 Oh Tukang kayu Rp 127,000.00 = Rp 187,325.00
1.225 Oh Tukang besi Rp 127,000.00 = Rp 155,575.00
0.299 Oh Kepala tukang Rp 139,000.00 = Rp 41,561.00
0.292 Oh Mandor Rp 145,000.00 = Rp 42,340.00
= Rp 1,050,051.00
= Rp 7,002,901.00

36 1 m3 Membuat balok beton bertulang ( 150 Kg besi + bekisting )

Bahan An. SNI ( Revisi ) 6.42.1
0.320 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 712,000.00
3.200 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 60,800.00
1.600 Ltr Minyak bekisting Rp 26,000.00 = Rp 41,600.00
157.500 Kg Besi beton polos Rp 13,000.00 = Rp 2,047,500.00
2.250 Kg Kawat beton Rp 26,000.00 = Rp 58,500.00
336.000 Kg Semen portland Rp 1,600.00 = Rp 537,600.00
0.540 m3 Pasir beton Rp 431,000.00 = Rp 232,740.00
0.810 m3 Koral beton Rp 346,000.00 = Rp 280,260.00
0.120 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 267,000.00
2.800 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 621,600.00
32.000 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 960,000.00
= Rp 5,819,600.00
Upah An. SNI ( Revisi ) 6.42.2
5.300 Oh Pekerja Rp 101,000.00 = Rp 535,300.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
1.300 Oh Tukang kayu Rp 127,000.00 = Rp 165,100.00
1.050 Oh Tukang besi Rp 127,000.00 = Rp 133,350.00
0.265 Oh Kepala tukang Rp 139,000.00 = Rp 36,835.00
0.265 Oh Mandor Rp 145,000.00 = Rp 38,425.00
= Rp 943,935.00
= Rp 6,763,535.00

37 1 m' Membuat ring balok beton bertulang ( 10 x 15 ) cm

Catatan : besi memakai diameter 12 mm beugel diameter 5 mm.
Bahan An. SNI ( Revisi ) 6.46.1
0.003 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 6,675.00
0.020 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 380.00
3.600 Kg Besi beton polos dia 12 mm Rp 10,373.83 = Rp 37,345.79
0.250 Kg Besi begel polos dia. 6 mm Rp 12,406.02 = Rp 3,101.50
0.050 Kg Kawat beton Rp 26,000.00 = Rp 1,300.00
5.500 Kg Semen portland Rp 1,600.00 = Rp 8,800.00
0.009 m3 Pasir beton Rp 431,000.00 = Rp 3,879.00
0.015 m3 Koral beton Rp 346,000.00 = Rp 5,190.00
= Rp 66,671.30
Upah An. SNI ( Revisi ) 6.46.2
0.297 Oh Pekerja Rp 101,000.00 = Rp 29,997.00
0.033 Oh Tukang batu Rp 127,000.00 = Rp 4,191.00
 0.033 Oh Tukang kayu Rp 127,000.00 = Rp 4,191.00
0.033 Oh Tukang besi Rp 127,000.00 = Rp 4,191.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 46,135.00
= Rp 112,806.30

Biaya kolom praktis dengan besi polos 4 diameter 10 mm = Rp 112,806.30

Analog biaya / M3. = 112,806.30 Rp 60.61 = Rp 6,837,189.73

38 1 m' Membuat ring balok beton bertulang ( 10 x 15 ) cm

Catatan : besi memakai diameter 10 mm beugel diameter 5 mm.
Bahan An. SNI ( Revisi ) 6.46.1
0.003 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 6,675.00
0.020 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 380.00
2.384 Kg Besi beton polos dia 10 mm Rp 10,540.54 = Rp 25,128.65
0.280 Kg Besi begel polos dia. 6 mm Rp 12,406.02 = Rp 3,473.68
0.050 Kg Kawat beton Rp 26,000.00 = Rp 1,300.00
5.500 Kg Semen portland Rp 1,600.00 = Rp 8,800.00
0.009 m3 Pasir beton Rp 431,000.00 = Rp 3,879.00
0.015 m3 Koral beton Rp 346,000.00 = Rp 5,190.00
= Rp 54,826.33
Upah An. SNI ( Revisi ) 6.46.2
0.100 Oh Pekerja Rp 101,000.00 = Rp 10,100.00
0.033 Oh Tukang batu Rp 127,000.00 = Rp 4,191.00
0.033 Oh Tukang kayu Rp 127,000.00 = Rp 4,191.00
0.033 Oh Tukang besi Rp 127,000.00 = Rp 4,191.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.005 Oh Mandor Rp 145,000.00 = Rp 725.00
= Rp 24,788.00
= Rp 79,614.33

Biaya kolom praktis dengan besi polos 4 diameter 10 mm = Rp 79,614.33

Analog biaya / M3. = 79,614.33 Rp 60.61 = Rp 4,825,424.71

39 1 m3 Membuat dinding beton bertulang ( 150 Kg besi + bekisting )

Bahan An. SNI ( Revisi ) 6.43.1
0.240 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 534,000.00
3.200 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 60,800.00
1.600 Ltr Minyak bekisting Rp 26,000.00 = Rp 41,600.00
157.500 Kg Besi beton polos Rp 13,000.00 = Rp 2,047,500.00
2.250 Kg Kawat beton Rp 26,000.00 = Rp 58,500.00
336.000 Kg Semen portland Rp 1,600.00 = Rp 537,600.00
0.540 m3 Pasir beton Rp 431,000.00 = Rp 232,740.00
0.810 m3 Koral beton Rp 346,000.00 = Rp 280,260.00
0.160 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 356,000.00
2.800 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 621,600.00
24.000 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 720,000.00
= Rp 5,490,600.00
Upah An. SNI ( Revisi ) 6.43.2
5.300 Oh Pekerja Rp 101,000.00 = Rp 535,300.00
0.275 Oh Tukang batu Rp 127,000.00 = Rp 34,925.00
1.300 Oh Tukang kayu Rp 127,000.00 = Rp 165,100.00
1.050 Oh Tukang besi Rp 127,000.00 = Rp 133,350.00
0.262 Oh Kepala tukang Rp 139,000.00 = Rp 36,418.00
0.265 Oh Mandor Rp 145,000.00 = Rp 38,425.00
= Rp 943,518.00
= Rp 6,434,118.00
40 1 m3 Membuat tangga beton bertulang ( 200 Kg besi + bekisting )
Bahan An. SNI ( Revisi ) 6.44.1
0.250 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 556,250.00
3.000 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 57,000.00
1.200 Ltr Minyak bekisting Rp 26,000.00 = Rp 31,200.00
200.000 Kg Besi beton polos Rp 13,000.00 = Rp 2,600,000.00
3.000 Kg Kawat beton Rp 26,000.00 = Rp 78,000.00
323.000 Kg Semen portland Rp 1,600.00 = Rp 516,800.00
0.520 m3 Pasir beton Rp 431,000.00 = Rp 224,120.00
0.780 m3 Koral beton Rp 346,000.00 = Rp 269,880.00
0.105 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 233,625.00
2.500 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 555,000.00
14.000 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 420,000.00
= Rp 5,541,875.00
Upah An. SNI ( Revisi ) 6.44.2
5.600 Oh Pekerja Rp 101,000.00 = Rp 565,600.00
0.350 Oh Tukang batu Rp 127,000.00 = Rp 44,450.00
2.300 Oh Tukang kayu Rp 127,000.00 = Rp 292,100.00
1.400 Oh Tukang besi Rp 127,000.00 = Rp 177,800.00
0.405 Oh Kepala tukang Rp 139,000.00 = Rp 56,295.00
0.202 Oh Mandor Rp 145,000.00 = Rp 29,290.00
= Rp 1,165,535.00
= Rp 6,707,410.00

Plat Lantai
41 1 m2 Membuat plat lantai tebal 6 Cm dengan besi polos diameter 10 mm , pembagi 8 mm.
Bahan An. SNI ( Revisi ) 6.42.1
0.019 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 42,720.00
0.125 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 2,375.00
0.096 Ltr Minyak bekisting Rp 26,000.00 = Rp 2,496.00
2.845 Kg Besi beton polos 10 mm & 8 mm Rp 10,708.40 = Rp 30,465.40
0.112 Kg Kawat beton Rp 26,000.00 = Rp 2,925.00
19.380 Kg Semen portland Rp 1,600.00 = Rp 31,008.00
0.031 m3 Pasir beton Rp 431,000.00 = Rp 13,447.20
0.047 m3 Koral beton Rp 346,000.00 = Rp 16,192.80
0.007 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 16,020.00
0.175 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 38,850.00
1.750 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 52,500.00
= Rp 248,999.40
Upah An. SNI ( Revisi ) 6.42.2
0.696 Oh Pekerja Rp 101,000.00 = Rp 70,296.00
0.042 Oh Tukang batu Rp 127,000.00 = Rp 5,334.00
0.336 Oh Tukang kayu Rp 127,000.00 = Rp 42,672.00
0.126 Oh Tukang besi Rp 127,000.00 = Rp 16,002.00
0.050 Oh Kepala tukang Rp 139,000.00 = Rp 7,005.60
0.022 Oh Mandor Rp 145,000.00 = Rp 3,219.00
= Rp 144,528.60
= Rp 393,528.00
Biaya pembuatan plat lantai per 1 M2 tebal 12 Cm dengan besi dia 10 - 12
dan besi polos dia 8 - 15 = Rp 393,528.00
Analog biaya / M3. = 393,528.00 Rp 8.33 = Rp 3,278,088.27

41 1 m2 Membuat plat lantai tebal 8 Cm dengan besi polos diameter 10 mm , pembagi 8 mm.
Bahan An. SNI ( Revisi ) 6.42.1
0.026 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 56,960.00
0.167 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 3,166.67
0.128 Ltr Minyak bekisting Rp 26,000.00 = Rp 3,328.00
3.793 Kg Besi beton polos 10 mm & 8 mm Rp 10,708.40 = Rp 40,620.54
0.150 Kg Kawat beton Rp 26,000.00 = Rp 3,900.00
25.840 Kg Semen portland Rp 1,600.00 = Rp 41,344.00
 0.042 m3 Pasir beton Rp 431,000.00 = Rp 17,929.60
0.062 m3 Koral beton Rp 346,000.00 = Rp 21,590.40
0.010 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 21,360.00
0.233 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 51,800.00
2.333 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 70,000.00
= Rp 331,999.20
Upah An. SNI ( Revisi ) 6.42.2
0.696 Oh Pekerja Rp 101,000.00 = Rp 70,296.00
0.042 Oh Tukang batu Rp 127,000.00 = Rp 5,334.00
0.336 Oh Tukang kayu Rp 127,000.00 = Rp 42,672.00
0.126 Oh Tukang besi Rp 127,000.00 = Rp 16,002.00
0.050 Oh Kepala tukang Rp 139,000.00 = Rp 7,005.60
0.022 Oh Mandor Rp 145,000.00 = Rp 3,219.00
= Rp 144,528.60
= Rp 476,527.80
Biaya pembuatan plat lantai per 1 M2 tebal 12 Cm dengan besi dia 10 - 12
dan besi polos dia 8 - 15 = Rp 476,527.80
Analog biaya / M3. = 476,527.80 Rp 8.33 = Rp 3,969,476.61

41 1 m2 Membuat plat lantai tebal 10 Cm dengan besi polos diameter 10 mm , pembagi 8 mm.
Bahan An. SNI ( Revisi ) 6.42.1
0.032 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 71,200.00
0.208 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 3,958.33
0.160 Ltr Minyak bekisting Rp 26,000.00 = Rp 4,160.00
4.742 Kg Besi beton polos 10 mm & 8 mm Rp 10,708.40 = Rp 50,775.67
0.188 Kg Kawat beton Rp 26,000.00 = Rp 4,875.00
32.300 Kg Semen portland Rp 1,600.00 = Rp 51,680.00
0.052 m3 Pasir beton Rp 431,000.00 = Rp 22,412.00
0.078 m3 Koral beton Rp 346,000.00 = Rp 26,988.00
0.012 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 26,700.00
0.292 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 64,750.00
2.917 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 87,500.00
= Rp 414,999.01
Upah An. SNI ( Revisi ) 6.42.2
0.696 Oh Pekerja Rp 101,000.00 = Rp 70,296.00
0.042 Oh Tukang batu Rp 127,000.00 = Rp 5,334.00
0.336 Oh Tukang kayu Rp 127,000.00 = Rp 42,672.00
0.126 Oh Tukang besi Rp 127,000.00 = Rp 16,002.00
0.050 Oh Kepala tukang Rp 139,000.00 = Rp 7,005.60
0.022 Oh Mandor Rp 145,000.00 = Rp 3,219.00
= Rp 144,528.60
= Rp 559,527.61
Biaya pembuatan plat lantai per 1 M2 tebal 12 Cm dengan besi dia 10 - 12
dan besi polos dia 8 - 15 = Rp 559,527.61
Analog biaya / M3. = 559,527.61 Rp 8.33 = Rp 4,660,864.96

41 1 m2 Membuat plat lantai tebal 12 Cm dengan besi polos diameter 10 mm , pembagi 8 mm.
Bahan An. SNI ( Revisi ) 6.42.1
0.038 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 85,440.00
0.250 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 4,750.00
0.192 Ltr Minyak bekisting Rp 26,000.00 = Rp 4,992.00
5.690 Kg Besi beton polos 10 mm & 8 mm Rp 10,708.40 = Rp 60,930.81
0.225 Kg Kawat beton Rp 26,000.00 = Rp 5,850.00
38.760 Kg Semen portland Rp 1,600.00 = Rp 62,016.00
0.062 m3 Pasir beton Rp 431,000.00 = Rp 26,894.40
0.094 m3 Koral beton Rp 346,000.00 = Rp 32,385.60
0.014 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 32,040.00
0.350 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 77,700.00
3.500 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 105,000.00
 = Rp 497,998.81
Upah An. SNI ( Revisi ) 6.42.2
0.696 Oh Pekerja Rp 101,000.00 = Rp 70,296.00
0.042 Oh Tukang batu Rp 127,000.00 = Rp 5,334.00
0.336 Oh Tukang kayu Rp 127,000.00 = Rp 42,672.00
0.126 Oh Tukang besi Rp 127,000.00 = Rp 16,002.00
0.050 Oh Kepala tukang Rp 139,000.00 = Rp 7,005.60
0.022 Oh Mandor Rp 145,000.00 = Rp 3,219.00
= Rp 144,528.60
= Rp 642,527.41
Biaya pembuatan plat lantai per 1 M2 tebal 12 Cm dengan besi dia 10 - 12
dan besi polos dia 8 - 15 = Rp 642,527.41
Analog biaya / M3. = 642,527.41 Rp 8.33 = Rp 5,352,253.30

41 1 m2 Membuat plat lantai tebal 17 Cm dengan besi polos diameter 10 mm , pembagi 8 mm.
Bahan An. SNI ( Revisi ) 6.42.1
0.054 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 121,040.00
0.354 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 6,729.17
0.272 Ltr Minyak bekisting Rp 26,000.00 = Rp 7,072.00
8.061 Kg Besi beton polos 10 mm & 8 mm Rp 10,708.40 = Rp 86,318.64
0.319 Kg Kawat beton Rp 26,000.00 = Rp 8,287.50
54.910 Kg Semen portland Rp 1,600.00 = Rp 87,856.00
0.088 m3 Pasir beton Rp 431,000.00 = Rp 38,100.40
0.133 m3 Koral beton Rp 346,000.00 = Rp 45,879.60
0.020 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 45,390.00
0.496 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 110,075.00
4.958 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 148,750.00
= Rp 705,498.31
Upah An. SNI ( Revisi ) 6.42.2
0.696 Oh Pekerja Rp 101,000.00 = Rp 70,296.00
0.042 Oh Tukang batu Rp 127,000.00 = Rp 5,334.00
0.336 Oh Tukang kayu Rp 127,000.00 = Rp 42,672.00
0.126 Oh Tukang besi Rp 127,000.00 = Rp 16,002.00
0.050 Oh Kepala tukang Rp 139,000.00 = Rp 7,005.60
0.022 Oh Mandor Rp 145,000.00 = Rp 3,219.00
= Rp 144,528.60
= Rp 850,026.91
Biaya pembuatan plat lantai per 1 M2 tebal 12 Cm dengan besi dia 10 - 12
dan besi polos dia 8 - 15 = Rp 850,026.91
Analog biaya / M3. = 850,026.91 Rp 8.33 = Rp 7,080,724.16

42 1 m2 Membuat plat lantai tebal 12 Cm dengan besi polos diameter 12 mm , pembagi 10 mm.
Bahan An. SNI ( Revisi ) 6.42.1
0.038 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 85,440.00
0.250 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 4,750.00
0.192 Ltr Minyak bekisting Rp 20,800.00 = Rp 3,993.60
9.700 Kg Besi beton polos 12 mm & 10 mm Rp 10,441.99 = Rp 101,287.29
0.225 Kg Kawat beton Rp 26,000.00 = Rp 5,850.00
38.760 Kg Semen portland Rp 1,600.00 = Rp 62,016.00
0.062 m3 Pasir beton Rp 431,000.00 = Rp 26,894.40
0.094 m3 Koral beton Rp 346,000.00 = Rp 32,385.60
0.014 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 32,040.00
0.350 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 77,700.00
3.500 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 105,000.00
= Rp 537,356.89
Upah An. SNI ( Revisi ) 6.42.2
0.696 Oh Pekerja Rp 101,000.00 = Rp 70,296.00
0.042 Oh Tukang batu Rp 127,000.00 = Rp 5,334.00
0.336 Oh Tukang kayu Rp 127,000.00 = Rp 42,672.00
 0.126 Oh Tukang besi Rp 127,000.00 = Rp 16,002.00
0.050 Oh Kepala tukang Rp 139,000.00 = Rp 7,005.60
0.022 Oh Mandor Rp 145,000.00 = Rp 3,219.00
= Rp 144,528.60
= Rp 681,885.49
Biaya pembuatan plat lantai per 1 M2 tebal 12 Cm dengan besi dia 12 - 15
dan besi polos dia 10 - 15 = Rp 681,885.49
Analog biaya / M3. = 681,885.49 Rp 8.33 = Rp 5,680,106.16

43 1 m2 Membuat plat lantai tebal 12 Cm dengan besi polos diameter 10 mm jarak 15 , pembagi 10 mm.
arak 15 rangkap atas bawah ( doble wappening)
Bahan An. SNI ( Revisi ) 6.42.1
0.038 m3 Kayu terentang/Meranti (MC) Rp 2,225,000.00 = Rp 85,440.00
0.250 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 4,750.00
0.192 Ltr Minyak bekisting Rp 20,800.00 = Rp 3,993.60
15.893 Kg Besi beton polos 10 mm Rp 10,540.54 = Rp 167,520.81
0.225 Kg Kawat beton Rp 26,000.00 = Rp 5,850.00
38.760 Kg Semen portland Rp 1,600.00 = Rp 62,016.00
0.062 m3 Pasir beton Rp 431,000.00 = Rp 26,894.40
0.094 m3 Koral beton Rp 346,000.00 = Rp 32,385.60
0.014 m3 Balok kayu borneo Rp 2,225,000.00 = Rp 32,040.00
0.350 Lbr Plywood tebal 9 mm Rp 222,000.00 = Rp 77,700.00
3.500 Btg Dolken kayu galam Ø 8 / 4 m Rp 30,000.00 = Rp 105,000.00
= Rp 603,590.41
Upah An. SNI ( Revisi ) 6.42.2
0.696 Oh Pekerja Rp 101,000.00 = Rp 70,296.00
0.042 Oh Tukang batu Rp 127,000.00 = Rp 5,334.00
0.336 Oh Tukang kayu Rp 127,000.00 = Rp 42,672.00
0.126 Oh Tukang besi Rp 127,000.00 = Rp 16,002.00
0.050 Oh Kepala tukang Rp 139,000.00 = Rp 7,005.60
0.022 Oh Mandor Rp 145,000.00 = Rp 3,219.00
= Rp 144,528.60
= Rp 748,119.01
Biaya pembuatan plat lantai per 1 M2 tebal 12 Cm penulangan rangkap dengan besi dia 10 - 15
dan besi polos dia 8 - 15 (doble wappening) atas bawah. = Rp 748,119.01
Analog biaya / M3. = 748,119.01 Rp 8.33 = Rp 6,231,831.36

PEKERJAAN PLESTERAN

32 1 m2 Acian
Bahan An. SNI ( Revisi ) 6.3.1
3.250 Kg Semen portland Rp 1,600.00 = Rp 5,200.00
Sub total : = Rp 5,200.00
Upah An. SNI ( Revisi ) 6.3.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
Sub total : = Rp 35,740.00
Sub total : = Rp 40,940.00

32 1 m2 Acian semen MU 207

Bahan An. SNI ( Revisi ) 6.3.1
3.250 Kg Semen MU 207 Rp 12,000.00 = Rp 39,000.00
Sub total : = Rp 39,000.00
Upah An. SNI ( Revisi ) 6.3.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
 0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
Sub total : = Rp 35,740.00
Sub total : = Rp 74,740.00

1. 1 m2 Plesteran, 1 Pc : 1 Ps, tebal 15 mm

Bahan An. SNI ( Revisi ) 6.1.1
15.504 Kg Semen portland Rp 1,600.00 = Rp 24,806.40
0.016 m3 Pasir pasang Rp 431,000.00 = Rp 6,896.00
= Rp 31,702.40
Upah An. SNI ( Revisi ) 6.1.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.150 Oh Tukang batu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 42,785.00
= Rp 74,487.40

2. 1 m2 Plesteran, 1 Pc : 2 Ps, tebal 15 mm

Bahan An. SNI ( Revisi ) 6.2.1
8.520 Kg Semen portland Rp 1,600.00 = Rp 13,632.00
0.017 m3 Pasir pasang Rp 431,000.00 = Rp 7,327.00
= Rp 20,959.00
Upah An. SNI ( Revisi ) 6.2.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.150 Oh Tukang batu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 42,785.00
= Rp 63,744.00

3. 1 m2 Plesteran, 1 Pc : 3 Ps, tebal 15 mm

Bahan An. SNI ( Revisi ) 6.3.1
6.480 Kg Semen portland Rp 1,600.00 = Rp 10,368.00
0.019 m3 Pasir pasang Rp 431,000.00 = Rp 8,189.00
= Rp 18,557.00
Upah An. SNI ( Revisi ) 6.3.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.150 Oh Tukang batu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 42,785.00
= Rp 61,342.00

4. 1 m2 Plesteran, 1 Pc : 4 Ps, tebal 15 mm

Bahan An. SNI ( Revisi ) 6.4.1
5.200 Kg Semen portland Rp 1,600.00 = Rp 8,320.00
0.020 m3 Pasir pasang Rp 431,000.00 = Rp 8,620.00
= Rp 16,940.00
Upah An. SNI ( Revisi ) 6.4.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.150 Oh Tukang batu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 42,785.00
= Rp 59,725.00

5. 1 m2 Plesteran, 1 Pc : 5 Ps, tebal 15 mm

Bahan An. SNI ( Revisi ) 6.5.1
 4.320 Kg Semen portland Rp 1,600.00 = Rp 6,912.00
0.022 m3 Pasir pasang Rp 431,000.00 = Rp 9,482.00
= Rp 16,394.00
Upah An. SNI ( Revisi ) 6.5.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.150 Oh Tukang batu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 42,785.00
= Rp 59,179.00

6. 1 m2 Plesteran, 1 Pc : 6 Ps, tebal 15 mm

Bahan An. SNI ( Revisi ) 6.6.1
3.680 Kg Semen portland Rp 1,600.00 = Rp 5,888.00
0.023 m3 Pasir pasang Rp 431,000.00 = Rp 9,913.00
= Rp 15,801.00
Upah An. SNI ( Revisi ) 6.6.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.150 Oh Tukang batu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 42,785.00
= Rp 58,586.00

7. 1 m2 Plesteran, 1 Pc : 8 Ps, tebal 15 mm

Bahan An. SNI ( Revisi ) 6.7.1
2.880 Kg Semen portland Rp 1,600.00 = Rp 4,608.00
0.024 m3 Pasir pasang Rp 431,000.00 = Rp 10,344.00
= Rp 14,952.00
Upah An. SNI ( Revisi ) 6.7.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.150 Oh Tukang batu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 42,785.00
= Rp 57,737.00

8. 1 m2 Plesteran, 1 Pc : 0.5 Kp : 3 Ps, tebal 15 mm

Bahan An. SNI ( Revisi ) 6.8.1
5.760 Kg Semen portland Rp 1,600.00 = Rp 9,216.00
0.003 m3 Kapur Padam Rp 637,000.00 = Rp 1,911.00
0.013 m3 Pasir pasang Rp 431,000.00 = Rp 5,603.00
= Rp 16,730.00
Upah An. SNI ( Revisi ) 6.8.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.150 Oh Tukang batu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 42,785.00
= Rp 59,515.00

9. 1 m2 Plesteran, 1 Pc : 3 Kp : 10 Ps, tebal 15 mm

Bahan An. SNI ( Revisi ) 6.9.1
1.840 Kg Semen portland Rp 1,600.00 = Rp 2,944.00
0.004 m3 Kapur Padam Rp 637,000.00 = Rp 2,229.50
0.014 m3 Pasir pasang Rp 431,000.00 = Rp 6,034.00
= Rp 11,207.50
Upah An. SNI ( Revisi ) 6.9.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.150 Oh Tukang batu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
 0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 42,785.00
= Rp 53,992.50

10 1 m2 Plesteran, 1 Pc : 3 Kp : 8 Ps, tebal 15 mm

Bahan An. SNI ( Revisi ) 6.9.1
2.208 Kg Semen portland Rp 1,600.00 = Rp 3,532.80
0.004 m3 Kapur Padam Rp 637,000.00 = Rp 2,675.40
0.011 m3 Pasir pasang Rp 431,000.00 = Rp 4,741.00
= Rp 10,949.20
Upah An. SNI ( Revisi ) 6.9.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.150 Oh Tukang batu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 42,785.00
= Rp 53,734.20

11 1 m2 Plesteran, 1 Pc : 3 Kp : 5 Ps, tebal 15 mm

Bahan An. SNI ( Revisi ) 6.9.1
2.760 Kg Semen portland Rp 1,600.00 = Rp 4,416.00
0.005 m3 Kapur Padam Rp 637,000.00 = Rp 3,344.25
0.007 m3 Pasir pasang Rp 431,000.00 = Rp 3,017.00
= Rp 10,777.25
Upah An. SNI ( Revisi ) 6.9.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.150 Oh Tukang batu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 42,785.00
= Rp 53,562.25

12 1 m2 Plesteran, 0.5 Pc : 1 Kp : 4 Ps, tebal 15 mm

Bahan An. SNI ( Revisi ) 6.10.1
1.925 Kg Semen portland Rp 1,600.00 = Rp 3,080.00
0.002 m3 Kapur Padam Rp 637,000.00 = Rp 1,401.40
0.019 m3 Pasir pasang Rp 431,000.00 = Rp 8,189.00
= Rp 12,670.40
Upah An. SNI ( Revisi ) 6.10.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.150 Oh Tukang batu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 42,785.00
= Rp 55,455.40

11. 1 m2 Plesteran, 1 Kp : 1 Sm : 1 Ps, tebal 15 mm

Bahan An. SNI ( Revisi ) 6.11.1
0.009 m3 Semen merah Rp 170,000.00 = Rp 1,530.00
0.009 m3 Kapur Padam Rp 637,000.00 = Rp 5,733.00
0.009 m3 Pasir pasang Rp 431,000.00 = Rp 3,879.00
= Rp 11,142.00
Upah An. SNI ( Revisi ) 6.11.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.150 Oh Tukang batu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 42,785.00
= Rp 53,927.00

12. 1 m2 Plesteran, 1 Kp : 1 Sm : 2 Ps, tebal 15 mm

 Bahan An. SNI ( Revisi ) 6.12.1
0.007 m3 Semen merah Rp 170,000.00 = Rp 1,190.00
0.007 m3 Kapur Padam Rp 637,000.00 = Rp 4,459.00
0.015 m3 Pasir pasang Rp 431,000.00 = Rp 6,465.00
= Rp 12,114.00
Upah An. SNI ( Revisi ) 6.12.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.150 Oh Tukang batu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 42,785.00
= Rp 54,899.00

13. 1 m2 Plesteran, 1 Pc : 2 Ps, tebal 20 mm

Bahan An. SNI ( Revisi ) 6.13.1
11.360 Kg Semen portland Rp 1,600.00 = Rp 18,176.00
0.023 m3 Pasir pasang Rp 431,000.00 = Rp 9,769.33
= Rp 27,945.33
Upah An. SNI ( Revisi ) 6.13.2
0.250 Oh Pekerja Rp 101,000.00 = Rp 25,250.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 55,605.00
= Rp 83,550.33

14. 1 m2 Plesteran, 1 Pc : 3 Ps, tebal 20 mm

Bahan An. SNI ( Revisi ) 6.14.1
8.640 Kg Semen portland Rp 1,600.00 = Rp 13,824.00
0.025 m3 Pasir pasang Rp 431,000.00 = Rp 10,918.67
= Rp 24,742.67
Upah An. SNI ( Revisi ) 6.14.2
0.250 Oh Pekerja Rp 101,000.00 = Rp 25,250.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,812.50
= Rp 55,242.50
= Rp 79,985.17

15. 1 m2 Plesteran, 1 Pc : 4 Ps, tebal 20 mm

Bahan An. SNI ( Revisi ) 6.15.1
6.933 Kg Semen portland Rp 1,600.00 = Rp 11,093.33
0.027 m3 Pasir pasang Rp 431,000.00 = Rp 11,493.33
= Rp 22,586.67
Upah An. SNI ( Revisi ) 6.15.2
0.250 Oh Pekerja Rp 101,000.00 = Rp 25,250.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,812.50
= Rp 55,242.50
= Rp 77,829.17

16. 1 m2 Plesteran, 1 Pc : 5 Ps, tebal 20 mm

Bahan An. SNI ( Revisi ) 6.16.1
5.760 Kg Semen portland Rp 1,600.00 = Rp 9,216.00
0.029 m3 Pasir pasang Rp 431,000.00 = Rp 12,642.67
= Rp 21,858.67
Upah An. SNI ( Revisi ) 6.16.2
0.250 Oh Pekerja Rp 101,000.00 = Rp 25,250.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
 0.013 Oh Mandor Rp 145,000.00 = Rp 1,812.50
= Rp 55,242.50
= Rp 77,101.17

17. 1 m2 Plesteran, 1 Pc : 6 Ps, tebal 20 mm

Bahan An. SNI ( Revisi ) 6.17.1
4.907 Kg Semen portland Rp 1,600.00 = Rp 7,850.67
0.030 m3 Pasir pasang Rp 431,000.00 = Rp 12,930.00
= Rp 20,780.67
Upah An. SNI ( Revisi ) 6.17.2
0.250 Oh Pekerja Rp 101,000.00 = Rp 25,250.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,812.50
= Rp 55,242.50
= Rp 76,023.17

18. 1 m2 Plesteran, 1 Kp : 1 Sm : 2 Ps, tebal 20 mm

Bahan An. SNI ( Revisi ) 6.18.1
0.009 m3 Semen merah Rp 170,000.00 = Rp 1,530.00
0.009 m3 Kapur padam Rp 637,000.00 = Rp 5,733.00
0.018 m3 Pasir pasang Rp 431,000.00 = Rp 7,758.00
= Rp 15,021.00
Upah An. SNI ( Revisi ) 6.18.2
0.267 Oh Pekerja Rp 101,000.00 = Rp 26,933.33
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,933.33
= Rp 57,046.67
= Rp 72,067.67

19. 1 m2 Plesteran, 1 Pc : 2 Ps, tebal 25 mm

Bahan An. SNI ( Revisi ) 6.19.1
14.200 Kg Semen portland Rp 1,600.00 = Rp 22,720.00
0.028 m3 Pasir pasang Rp 431,000.00 = Rp 12,211.67
= Rp 34,931.67
Upah An. SNI ( Revisi ) 6.19.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,885.00
= Rp 60,365.00
= Rp 95,296.67

20. 1 m2 Plesteran, 1 Pc : 3 Ps, tebal 25 mm

Bahan An. SNI ( Revisi ) 6.20.1
10.800 Kg Semen portland Rp 1,600.00 = Rp 17,280.00
0.032 m3 Pasir pasang Rp 431,000.00 = Rp 13,648.33
= Rp 30,928.33
Upah An. SNI ( Revisi ) 6.20.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,885.00
= Rp 60,365.00
= Rp 91,293.33

21. 1 m2 Plesteran, 1 Pc : 4 Ps, tebal 25 mm

Bahan An. SNI ( Revisi ) 6.21.1
8.667 Kg Semen portland Rp 1,600.00 = Rp 13,866.67
0.033 m3 Pasir pasang Rp 431,000.00 = Rp 14,366.67
 = Rp 28,233.33
Upah An. SNI ( Revisi ) 6.21.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,885.00
= Rp 60,365.00
= Rp 88,598.33

22. 1 m2 Plesteran, 1 Pc : 5 Ps, tebal 25 mm

Bahan An. SNI ( Revisi ) 6.22.1
7.200 Kg Semen portland Rp 1,600.00 = Rp 11,520.00
0.037 m3 Pasir pasang Rp 431,000.00 = Rp 15,803.33
= Rp 27,323.33
Upah An. SNI ( Revisi ) 6.22.2
0.300 Oh Pekerja Rp 101,000.00 = Rp 30,300.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,885.00
= Rp 60,365.00
= Rp 87,688.33

23. 1 m2 Plesteran, 1 Pc : 2 Ps, tebal 30 mm

Bahan An. SNI ( Revisi ) 6.23.1
17.040 Kg Semen portland Rp 1,600.00 = Rp 27,264.00
0.034 m3 Pasir pasang Rp 431,000.00 = Rp 14,654.00
= Rp 41,918.00
Upah An. SNI ( Revisi ) 6.23.2
0.320 Oh Pekerja Rp 101,000.00 = Rp 32,320.00
0.250 Oh Tukang batu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 69,720.00
= Rp 111,638.00

24. 1 m2 Plesteran, 1 Pc : 3 Ps, tebal 30 mm

Bahan An. SNI ( Revisi ) 6.24.1
12.960 Kg Semen portland Rp 1,600.00 = Rp 20,736.00
0.038 m3 Pasir pasang Rp 431,000.00 = Rp 16,378.00
= Rp 37,114.00
Upah An. SNI ( Revisi ) 6.24.2
0.320 Oh Pekerja Rp 101,000.00 = Rp 32,320.00
0.250 Oh Tukang batu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 69,720.00
= Rp 106,834.00

25. 1 m2 Plesteran, 1 Pc : 4 Ps, tebal 30 mm

Bahan An. SNI ( Revisi ) 6.25.1
10.400 Kg Semen portland Rp 1,600.00 = Rp 16,640.00
0.040 m3 Pasir pasang Rp 431,000.00 = Rp 17,240.00
= Rp 33,880.00
Upah An. SNI ( Revisi ) 6.25.2
0.320 Oh Pekerja Rp 101,000.00 = Rp 32,320.00
0.250 Oh Tukang batu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 69,720.00
= Rp 103,600.00
26. 1 m2 Plesteran, 1 Pc : 5 Ps, tebal 30 mm
Bahan An. SNI ( Revisi ) 6.26.1
8.640 Kg Semen portland Rp 1,600.00 = Rp 13,824.00
0.044 m3 Pasir pasang Rp 431,000.00 = Rp 18,964.00
= Rp 32,788.00
Upah An. SNI ( Revisi ) 6.26.2
0.320 Oh Pekerja Rp 101,000.00 = Rp 32,320.00
0.250 Oh Tukang batu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 69,720.00
= Rp 102,508.00

27. 1 m2 Berapen, 1 Pc : 5 Ps, tebal 30 mm

Bahan An. SNI ( Revisi ) 6.27.1
7.070 Kg Semen portland Rp 1,600.00 = Rp 11,312.00
0.021 m3 Pasir pasang Rp 431,000.00 = Rp 9,051.00
= Rp 20,363.00

Upah An. SNI ( Revisi ) 6.27.2

0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.070 Oh Tukang batu Rp 127,000.00 = Rp 8,890.00
0.007 Oh Kepala tukang Rp 139,000.00 = Rp 973.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 26,173.00
= Rp 46,536.00

28. 1 m2 Berapen, 1 Pc : 5 Ps, tebal 15 mm

Bahan An. SNI ( Revisi ) 6.28.1
5.670 Kg Semen portland Rp 1,600.00 = Rp 9,072.00
0.023 m3 Pasir pasang Rp 431,000.00 = Rp 9,913.00
= Rp 18,985.00
Upah An. SNI ( Revisi ) 6.28.2 .
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.070 Oh Tukang batu Rp 127,000.00 = Rp 8,890.00
0.007 Oh Kepala tukang Rp 139,000.00 = Rp 973.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 26,173.00
= Rp 45,158.00

29. 1 m2 Plesteran beton, 1 Pc : 2 Ps, tebal 15 mm

Bahan An. SNI ( Revisi ) 6.29.1
9.300 Kg Semen portland Rp 1,600.00 = Rp 14,880.00
0.017 m3 Pasir pasang Rp 431,000.00 = Rp 7,327.00
= Rp 22,207.00
Upah An. SNI ( Revisi ) 6.29.2
0.260 Oh Pekerja Rp 101,000.00 = Rp 26,260.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,885.00
= Rp 56,325.00
= Rp 78,532.00

30. 1 m2 Plesteran beton, 1 Pc : 3 Ps, tebal 15 mm

Bahan An. SNI ( Revisi ) 6.30.1
7.070 Kg Semen portland Rp 1,600.00 = Rp 1,607.07
0.019 m3 Pasir pasang Rp 431,000.00 = Rp 8,189.00
= Rp 9,796.07
Upah An. SNI ( Revisi ) 6.30.2
0.260 Oh Pekerja Rp 101,000.00 = Rp 26,260.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
 0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,885.00
= Rp 56,325.00
= Rp 66,121.07

31. 1 m2 Plesteran skoning, 1 Pc : 2 Ps

Bahan An. SNI ( Revisi ) 6.31.1
0.500 Kg Semen portland Rp 1,600.00 = Rp 800.00
0.002 m3 Pasir pasang Rp 431,000.00 = Rp 862.00
= Rp 1,662.00
Upah An. SNI ( Revisi ) 6.31.2
0.057 Oh Pekerja Rp 101,000.00 = Rp 3,838.00
0.038 Oh Tukang batu Rp 127,000.00 = Rp 4,826.00
0.038 Oh Kepala tukang Rp 139,000.00 = Rp 5,282.00
0.002 Oh Mandor Rp 145,000.00 = Rp 290.00
= Rp 14,236.00
= Rp 15,898.00

32. 1 m2 Plesteran granito, 1 Pc warna : 2 Granito, tebal 10 mm

Bahan An. SNI ( Revisi ) 6.32.1
0.144 Kg Pc warna Rp 19,000.00 = Rp 2,736.00
5.680 Kg Semen portland Rp 1,600.00 = Rp 9,088.00
0.011 m3 Pasir pasang Rp 431,000.00 = Rp 4,884.67
15.000 Kg Batu granito Rp 7,000.00 = Rp 105,000.00
= Rp 121,708.67
Upah An. SNI ( Revisi ) 6.32.2
0.450 Oh Pekerja Rp 101,000.00 = Rp 45,450.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.002 Oh Kepala tukang Rp 139,000.00 = Rp 278.00
0.025 Oh Mandor Rp 145,000.00 = Rp 3,625.00
= Rp 74,753.00
= Rp 196,461.67

33. 1 m2 Plesteran Teraso, 1 Pc warna : 2 batu teraso, tebal 10 mm

Bahan An. SNI ( Revisi ) 6.33.1
0.144 Kg Pc warna Rp 19,000.00 = Rp 2,736.00
5.680 Kg Semen portland Rp 1,600.00 = Rp 9,088.00
0.011 m3 Pasir pasang Rp 431,000.00 = Rp 4,884.67
11.500 Kg Batu teraso Rp 4,000.00 = Rp 46,000.00
= Rp 62,708.67
Upah An. SNI ( Revisi ) 6.33.2
0.450 Oh Pekerja Rp 101,000.00 = Rp 45,450.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.002 Oh Kepala tukang Rp 139,000.00 = Rp 278.00
0.025 Oh Mandor Rp 145,000.00 = Rp 3,625.00
= Rp 74,753.00
= Rp 137,461.67

34. 1 m2 Plesteran ciprat ,( kamprotan) 1 Pc : 2 Ps

Bahan An. SNI ( Revisi ) 6.34.1
4.320 Kg Semen portland Rp 1,600.00 = Rp 6,912.00
0.016 m3 Pasir pasang Rp 431,000.00 = Rp 6,896.00
= Rp 13,808.00
Upah An. SNI ( Revisi ) 6.34.2
0.250 Oh Pekerja Rp 101,000.00 = Rp 25,250.00
0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
0.001 Oh Kepala tukang Rp 139,000.00 = Rp 139.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 40,264.00
= Rp 54,072.00
 35. 1 m2 Plesteran siar / setrikan adukan, 1 Pc : 2 Ps
Bahan An. SNI ( Revisi ) 6.35.1
4.320 Kg Semen portland Rp 1,600.00 = Rp 6,912.00
0.016 m3 Pasir pasang Rp 431,000.00 = Rp 6,896.00
= Rp 13,808.00

Upah An. SNI ( Revisi ) 6.35.2

0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.070 Oh Tukang batu Rp 127,000.00 = Rp 8,890.00
0.007 Oh Kepala tukang Rp 139,000.00 = Rp 973.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 26,173.00
= Rp 39,981.00

36 1 m' Benangan
Bahan 2.250 Kg Semen portland Rp 1,600.00 = Rp 3,600.00
= Rp 3,600.00

Upah 0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00

0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 14,150.00
= Rp 17,750.00

PEKERJAAN PENUTUP PLAVON

1. 1 m2 Pasang langit-langit asbes ( 1.00 x 1.00 ) m, tebal 6 mm

Bahan An. SNI ( Revisi ) 6.1.1
1.100 Lbr Asbes langit-langit tbl 6 mm Rp 107,000.00 = Rp 117,700.00
0.010 Kg Paku Rp 22,000.00 = Rp 220.00
= Rp 117,920.00
Upah An. SNI ( Revisi ) 6.1.2
0.030 Oh Pekerja Rp 101,000.00 = Rp 3,030.00
0.070 Oh Tukang kayu Rp 127,000.00 = Rp 8,890.00
0.007 Oh Kepala tukang Rp 139,000.00 = Rp 973.00
0.004 Oh Mandor Rp 145,000.00 = Rp 580.00
= Rp 13,473.00
= Rp 131,393.00

2. 1 m2 Pasang langit-langit asbes ( 1.00 x 1.00 ) m, tebal 5 mm

Bahan An. SNI ( Revisi ) 6.2.1
1.100 Lbr Asbes langit-langit tbl 5 mm Rp 82,000.00 = Rp 90,200.00
0.010 Kg Paku Rp 22,000.00 = Rp 220.00
= Rp 90,420.00
Upah An. SNI ( Revisi ) 6.2.2
0.030 Oh Pekerja Rp 101,000.00 = Rp 3,030.00
0.070 Oh Tukang kayu Rp 127,000.00 = Rp 8,890.00
0.007 Oh Kepala tukang Rp 139,000.00 = Rp 973.00
0.004 Oh Mandor Rp 145,000.00 = Rp 580.00
= Rp 13,473.00
= Rp 103,893.00

3 1 m2 Pasang langit-langit calsibord ( 1.00 x 1.00 ) m, tebal 5 mm

Bahan An. SNI ( Revisi ) 6.2.1
1.100 Lbr Asbes langit-langit tbl 5 mm Rp 86,550.00 = Rp 95,205.00
0.010 Kg Paku Rp 22,000.00 = Rp 220.00
= Rp 95,425.00
Upah An. SNI ( Revisi ) 6.2.2
0.030 Oh Pekerja Rp 101,000.00 = Rp 3,030.00
0.070 Oh Tukang kayu Rp 127,000.00 = Rp 8,890.00
0.007 Oh Kepala tukang Rp 139,000.00 = Rp 973.00
0.004 Oh Mandor Rp 145,000.00 = Rp 580.00
 = Rp 13,473.00
= Rp 108,898.00

4 1 m2 Pasang langit-langit asbes ( 1.00 x 1.00 ) m, tebal 4 mm

Bahan An. SNI ( Revisi ) 6.3.1
1.100 Lbr Asbes langit-langit tbl 4 mm Rp 82,000.00 = Rp 90,200.00
0.010 Kg Paku Rp 22,000.00 = Rp 220.00
= Rp 90,420.00
Upah An. SNI ( Revisi ) 6.3.2
0.030 Oh Pekerja Rp 101,000.00 = Rp 3,030.00
0.070 Oh Tukang kayu Rp 127,000.00 = Rp 8,890.00
0.007 Oh Kepala tukang Rp 139,000.00 = Rp 973.00
0.004 Oh Mandor Rp 145,000.00 = Rp 580.00
= Rp 13,473.00
= Rp 103,893.00

5 1 m2 Pasang langit-langit asbes ( 1.00 x 1.00 ) m, tebal 3.5 mm

Bahan An. SNI ( Revisi ) 6.4.1
1.100 Lbr Asbes langit-langit tbl 3.5 mm Rp 48,500.00 = Rp 53,350.00
0.010 Kg Paku Rp 22,000.00 = Rp 220.00
= Rp 53,570.00
Upah An. SNI ( Revisi ) 6.4.2
0.030 Oh Pekerja Rp 101,000.00 = Rp 3,030.00
0.070 Oh Tukang kayu Rp 127,000.00 = Rp 8,890.00
0.007 Oh Kepala tukang Rp 139,000.00 = Rp 973.00
0.004 Oh Mandor Rp 145,000.00 = Rp 580.00
= Rp 13,473.00
= Rp 67,043.00

6. 1 m2 Pasang langit-langit akustik ( 30 x 60 ) cm

Bahan An. SNI ( Revisi ) 6.6.1
5.800 Lbr Akustik ukuran 30 x 60 cm Rp 58,500.00 = Rp 339,300.00
0.050 Kg Paku Rp 22,000.00 = Rp 1,100.00
= Rp 340,400.00
Upah An. SNI ( Revisi ) 6.6.2
0.100 Oh Pekerja Rp 101,000.00 = Rp 10,100.00
0.100 Oh Tukang kayu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.005 Oh Mandor Rp 145,000.00 = Rp 725.00
= Rp 24,915.00
= Rp 365,315.00

7. 1 m2 Pasang langit-langit akustik ( 60 x 120 ) cm

Bahan An. SNI ( Revisi ) 6.7.1
1.500 Lbr Akustik arm strong 60 x 120 cm Rp 78,000.00 = Rp 117,000.00
0.050 Kg Paku Rp 22,000.00 = Rp 1,100.00
= Rp 118,100.00
Upah An. SNI ( Revisi ) 6.7.2
0.100 Oh Pekerja Rp 101,000.00 = Rp 10,100.00
0.100 Oh Tukang kayu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.005 Oh Mandor Rp 145,000.00 = Rp 725.00
= Rp 24,915.00
= Rp 143,015.00

8. 1 m2 Pasang langit-langit plywood ( 30 x 60 ) cm, tebal 4 mm

Bahan An. SNI ( Revisi ) 6.8.1
0.360 Lbr Plywood 4' x 8' x 4 mm Rp 139,000.00 = Rp 50,040.00
0.030 Kg Paku Rp 22,000.00 = Rp 660.00
= Rp 50,700.00
Upah An. SNI ( Revisi ) 6.8.2
 0.070 Oh Pekerja Rp 101,000.00 = Rp 7,070.00
0.100 Oh Tukang kayu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.004 Oh Mandor Rp 145,000.00 = Rp 507.50
= Rp 21,667.50
= Rp 72,367.50

9. 1 m2 Pasang langit-langit plywood ( 30 x 60 ) cm, tebal 6 mm

Bahan An. SNI ( Revisi ) 6.9.1
0.360 Lbr Plywood 4' x 8' x 6 mm Rp 200,000.00 = Rp 72,000.00
0.030 Kg Paku Rp 22,000.00 = Rp 660.00
= Rp 72,660.00
Upah An. SNI ( Revisi ) 6.9.2
0.070 Oh Pekerja Rp 101,000.00 = Rp 7,070.00
0.100 Oh Tukang kayu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.004 Oh Mandor Rp 145,000.00 = Rp 507.50
= Rp 21,667.50
= Rp 94,327.50

10. 1 m2 Pasang langit-langit plywood ( 60 x 120 ) cm, tebal 4 mm

Bahan An. SNI ( Revisi ) 6.10.1
0.375 Lbr Plywood 4' x 8' x 4 mm Rp 139,000.00 = Rp 52,125.00
0.030 Kg Paku Rp 22,000.00 = Rp 660.00
= Rp 52,785.00
Upah An. SNI ( Revisi ) 6.10.2
0.070 Oh Pekerja Rp 101,000.00 = Rp 7,070.00
0.100 Oh Tukang kayu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.004 Oh Mandor Rp 145,000.00 = Rp 507.50
= Rp 21,667.50
= Rp 74,452.50

11 1 m2 Pasang langit-langit tripleks ( 60 x 120 ) cm, tebal 6 mm

Bahan An. SNI ( Revisi ) 6.13.1
0.375 Lbr Teakwood 4' x 8' x 4 mm Rp 154,000.00 = Rp 57,750.00
0.030 Kg Paku Rp 22,000.00 = Rp 660.00
= Rp 58,410.00
Upah An. SNI ( Revisi ) 6.13.2
0.070 Oh Pekerja Rp 101,000.00 = Rp 7,070.00
0.100 Oh Tukang kayu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.004 Oh Mandor Rp 145,000.00 = Rp 507.50
= Rp 21,667.50
= Rp 80,077.50

12 1 m2 Pasang langit-langit lat kayu jati

Bahan An. SNI ( Revisi ) 6.14.1
0.024 m3 Kayu jati, papan ### = Rp 924,504.00
0.010 Kg Paku Rp 22,000.00 = Rp 220.00
0.050 Kg Paku sekrup Rp 126,000.00 = Rp 6,300.00
= Rp 931,024.00
Upah An. SNI ( Revisi ) 6.14.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.600 Oh Tukang kayu Rp 127,000.00 = Rp 76,200.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 106,190.00
= Rp 1,037,214.00

13 1 m2 Pasang langit-langit Lat kayu ramin

 Bahan An. SNI ( Revisi ) 6.15.1
0.024 m3 Kayu ramin Rp 9,162,000.00 = Rp 219,888.00
0.010 Kg Paku Rp 22,000.00 = Rp 220.00
0.050 Kg Paku sekrup Rp 126,000.00 = Rp 6,300.00
= Rp 226,408.00
Upah An. SNI ( Revisi ) 6.15.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.600 Oh Tukang kayu Rp 127,000.00 = Rp 76,200.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 106,190.00
= Rp 332,598.00

14 1 m2 Pasang langit-langit lat kayu kamper

Bahan An. SNI ( Revisi ) 6.16.1
0.024 m3 Kayu kamper, papan Rp 7,556,000.00 = Rp 181,344.00
0.010 Kg Paku Rp 22,000.00 = Rp 220.00
0.050 Kg Paku sekrup Rp 126,000.00 = Rp 6,300.00
= Rp 187,864.00
Upah An. SNI ( Revisi ) 6.16.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.600 Oh Tukang kayu Rp 127,000.00 = Rp 76,200.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 106,190.00
= Rp 294,054.00

15 1 m2 Pasang langit-langit soft board

Bahan An. SNI ( Revisi ) 6.17.1
0.350 Lbr Soft board 4' x 8' x 4mm Rp 90,000.00 = Rp 31,500.00
10.000 Bh Paku Rp 22,000.00 = Rp 220,000.00
= Rp 251,500.00
Upah An. SNI ( Revisi ) 6.17.2
0.600 Oh Pekerja Rp 101,000.00 = Rp 60,600.00
0.100 Oh Tukang kayu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.003 Oh Mandor Rp 145,000.00 = Rp 435.00
= Rp 75,125.00
= Rp 326,625.00

16 1 m2 Pasang langit-langit akustik 60 x 120 cm + rangka alluminium

Bahan An. SNI ( Revisi ) 6.18.1
3.600 m' Profil alluminium T Rp 37,000.00 = Rp 133,200.00
0.150 Kg Kawat seng polos Rp 31,000.00 = Rp 4,650.00
1.000 Bh Ramset/dinabolt Rp 824,000.00 = Rp 824,000.00
1.500 Lbr Akustik arm strong 60x120 cm Rp 78,000.00 = Rp 117,000.00
= Rp 1,078,850.00
Upah An. SNI ( Revisi ) 6.18.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.500 Oh Tukang kayu Rp 127,000.00 = Rp 63,500.00
0.050 Oh Kepala tukang Rp 139,000.00 = Rp 6,950.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,087.50
= Rp 86,687.50
= Rp 1,165,537.50

17 1 m' Pasang list langit-langit kayu profil

Bahan An. SNI ( Revisi ) 6.19.1
1.100 m' List kayu profil Rp 40,000.00 = Rp 44,000.00
0.010 Kg Paku Rp 22,000.00 = Rp 220.00
= Rp 44,220.00
Upah An. SNI ( Revisi ) 6.19.2
 0.050 Oh Pekerja Rp 101,000.00 = Rp 5,050.00
0.050 Oh Tukang kayu Rp 127,000.00 = Rp 6,350.00
0.005 Oh Kepala tukang Rp 139,000.00 = Rp 695.00
0.003 Oh Mandor Rp 145,000.00 = Rp 435.00
= Rp 12,530.00
= Rp 56,750.00

18 1 m2 Pasang langit-langit gypsum board, tebal 9 mm

Bahan An. SNI ( Revisi ) 6.24.1
0.364 Lbr Gypsum board ( 120x240x9 mm ) Rp 45,800.00 = Rp 16,671.20
0.110 Kg Paku sekrup Rp 126,000.00 = Rp 13,860.00
= Rp 30,531.20
Upah An. SNI ( Revisi ) 6.24.2
0.100 Oh Pekerja Rp 101,000.00 = Rp 101,000.00
0.050 Oh Tukang kayu Rp 127,000.00 = Rp 6,350.00
0.005 Oh Kepala tukang Rp 139,000.00 = Rp 695.00
0.005 Oh Mandor Rp 145,000.00 = Rp 725.00
= Rp 108,770.00
= Rp 139,301.20

PEKERJAAN PENUTUP ATAP

1. 1 m2 Pasang atap genteng plenthong kecil (lokal)

Bahan An. SNI ( Revisi ) 6.1.1
25.000 Bh Genteng plenthong Rp 6,000.00 = Rp 150,000.00
= Rp 150,000.00
Upah An. SNI ( Revisi ) 6.1.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.075 Oh Tukang kayu Rp 127,000.00 = Rp 9,525.00
0.008 Oh Kepala tukang Rp 139,000.00 = Rp 1,112.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 26,947.00
= Rp 176,947.00

2. 1 m2 Pasang atap genteng kodok/glazzur

Bahan An. SNI ( Revisi ) 6.2.1
25.000 Bh Genteng kodok Rp 8,000.00 = Rp 200,000.00
= Rp 200,000.00
Upah An. SNI ( Revisi ) 6.2.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.075 Oh Tukang kayu Rp 127,000.00 = Rp 9,525.00
0.008 Oh Kepala tukang Rp 139,000.00 = Rp 1,112.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 26,947.00
= Rp 226,947.00

3. 1 m2 Pasang atap genteng plenthong super/besar ex kanmuri

Bahan An. SNI ( Revisi ) 6.3.1
12.000 Bh Genteng plenthong super Rp 10,000.00 = Rp 120,000.00
= Rp 120,000.00
Upah An. SNI ( Revisi ) 6.3.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.060 Oh Tukang kayu Rp 127,000.00 = Rp 7,620.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 32,270.00
= Rp 152,270.00

4 1 m2 Pasang atap genteng Glazur Kanmuri / KIA.

Bahan An. SNI ( Revisi ) 6.3.1
12.000 Bh Genteng glazur Rp 12,000.00 = Rp 144,000.00
 = Rp 144,000.00
Upah An. SNI ( Revisi ) 6.3.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.060 Oh Tukang kayu Rp 127,000.00 = Rp 7,620.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 32,270.00
= Rp 176,270.00

5 1 m2 Pasang atap genteng bambe / good year / Jatiwangi type Alto.Kw 1.

Bahan An. SNI ( Revisi ) 6.3.1
21.000 Bh Genteng bambe Rp 8,000.00 = Rp 168,000.00
= Rp 168,000.00
Upah An. SNI ( Revisi ) 6.3.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.060 Oh Tukang kayu Rp 127,000.00 = Rp 7,620.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 32,270.00
= Rp 200,270.00

6 1 m2 Pasang atap genteng model Kaang pilang .Kw 1.

Bahan An. SNI ( Revisi ) 6.3.1
25.000 Bh Genteng model krg.pilang Rp 5,000.00 = Rp 125,000.00
= Rp 125,000.00
Upah An. SNI ( Revisi ) 6.3.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.060 Oh Tukang kayu Rp 127,000.00 = Rp 7,620.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 32,270.00
= Rp 157,270.00

7 1 m2 Pasang atap genteng Nglayur .Kw 1.

Bahan An. SNI ( Revisi ) 6.3.1
25.000 Bh Genteng nglayur. Rp 3,800.00 = Rp 95,000.00
= Rp 95,000.00
Upah An. SNI ( Revisi ) 6.3.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.060 Oh Tukang kayu Rp 127,000.00 = Rp 7,620.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 32,270.00
= Rp 127,270.00

8 1 m' Pasang genteng bubung plenthong kecil

Bahan An. SNI ( Revisi ) 6.4.1
5.000 Bh Genteng bubung plenthong kecil Rp 10,000.00 = Rp 50,000.00
8.000 Kg Semen portland Rp 1,600.00 = Rp 12,800.00
0.032 m3 Pasir pasang Rp 431,000.00 = Rp 13,792.00
= Rp 76,592.00
Upah An. SNI ( Revisi ) 6.4.2
0.400 Oh Pekerja Rp 101,000.00 = Rp 40,400.00
0.200 Oh Tukang kayu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.002 Oh Mandor Rp 145,000.00 = Rp 290.00
= Rp 68,870.00
= Rp 145,462.00

9 1 m' Pasang genteng bubung kodok glazzur

Bahan An. SNI ( Revisi ) 6.5.1
 5.000 Bh Genteng bubung kodok Rp 14,000.00 = Rp 70,000.00
8.000 Kg Semen portland Rp 1,600.00 = Rp 12,800.00
0.032 m3 Pasir pasang Rp 431,000.00 = Rp 13,792.00
= Rp 96,592.00
Upah An. SNI ( Revisi ) 6.5.2
0.400 Oh Pekerja Rp 101,000.00 = Rp 40,400.00
0.200 Oh Tukang kayu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.002 Oh Mandor Rp 145,000.00 = Rp 290.00
= Rp 68,870.00
= Rp 165,462.00

10 1 m' Pasang genteng bubung plenthong besar

Bahan An. SNI ( Revisi ) 6.6.1
4.000 Bh Genteng bubung plenthong besar Rp 10,000.00 = Rp 40,000.00
8.000 Kg Semen portland Rp 1,600.00 = Rp 12,800.00
0.032 m3 Pasir pasang Rp 431,000.00 = Rp 13,792.00
= Rp 66,592.00
Upah An. SNI ( Revisi ) 6.6.2
0.400 Oh Pekerja Rp 101,000.00 = Rp 40,400.00
0.200 Oh Tukang kayu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.002 Oh Mandor Rp 145,000.00 = Rp 290.00
= Rp 68,870.00
= Rp 135,462.00

11 1 m2 Pasang genteng bubungan bambe / good year / Jatiwangi type Alto.Kw 1.

Bahan An. SNI ( Revisi ) 6.4.1
5.000 Bh Genteng bubung good year. Rp 14,000.00 = Rp 70,000.00
8.000 Kg Semen portland Rp 1,600.00 = Rp 12,800.00
0.032 m3 Pasir pasang Rp 431,000.00 = Rp 13,792.00
= Rp 96,592.00
Upah An. SNI ( Revisi ) 6.4.2
0.400 Oh Pekerja Rp 101,000.00 = Rp 40,400.00
0.200 Oh Tukang kayu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.002 Oh Mandor Rp 145,000.00 = Rp 290.00
= Rp 68,870.00
= Rp 165,462.00

12 1 m2 Pasang genteng bubungan Galazur ex Kanmuri / KIA.

Bahan An. SNI ( Revisi ) 6.4.1
5.000 Bh Genteng bubung glazur Rp 18,000.00 = Rp 90,000.00
8.000 Kg Semen portland Rp 1,600.00 = Rp 12,800.00
0.032 m3 Pasir pasang Rp 431,000.00 = Rp 13,792.00
= Rp 116,592.00
Upah An. SNI ( Revisi ) 6.4.2
0.400 Oh Pekerja Rp 101,000.00 = Rp 40,400.00
0.200 Oh Tukang kayu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.002 Oh Mandor Rp 145,000.00 = Rp 290.00
= Rp 68,870.00
= Rp 185,462.00

13 1 m2 Pasang atap genteng beton

Bahan An. SNI ( Revisi ) 6.30.1
11.000 Bh Genteng beton Rp 9,000.00 = Rp 99,000.00
0.030 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 570.00
= Rp 99,570.00
Upah An. SNI ( Revisi ) 6.30.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
 0.100 Oh Tukang kayu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 35,740.00
= Rp 135,310.00

14 1 m' Pasang nok genteng beton

Bahan An. SNI ( Revisi ) 6.34.1
3.500 Bh Nok genteng beton Rp 18,000.00 = Rp 63,000.00
0.050 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 950.00
10.800 Kg Semen abu-abu Rp 1,600.00 = Rp 17,280.00
0.032 m3 Pasir pasang Rp 431,000.00 = Rp 13,792.00
0.250 Kg Semen warna Rp 19,000.00 = Rp 4,750.00
= Rp 99,772.00
Upah An. SNI ( Revisi ) 6.34.2
0.400 Oh Pekerja Rp 101,000.00 = Rp 40,400.00
0.200 Oh Tukang kayu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.020 Oh Mandor Rp 145,000.00 = Rp 2,900.00
= Rp 71,480.00
= Rp 171,252.00

15 1 m2 Pasang atap asbes gelombang besar.

Bahan An. SNI ( Revisi ) 6.8.1
1.200 M2 Asbes glmbg Rp 82,000.00 = Rp 98,400.00
0.120 Kg Paku pancing 60 x 230 Rp 19,000.00 = Rp 2,280.00
= Rp 100,680.00
Upah An. SNI ( Revisi ) 6.8.2
0.140 Oh Pekerja Rp 101,000.00 = Rp 14,140.00
0.075 Oh Tukang kayu Rp 127,000.00 = Rp 9,525.00
0.008 Oh Kepala tukang Rp 139,000.00 = Rp 1,112.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 25,937.00
= Rp 126,617.00

16 1 m2 Pasang atap asbes gelombang kecil.

Bahan An. SNI ( Revisi ) 6.9.1
1.200 M2 Asbes glmbg Rp 82,000.00 = Rp 98,400.00
0.120 Kg Paku pancing 60 x 230 Rp 19,000.00 = Rp 2,280.00
= Rp 100,680.00
Upah An. SNI ( Revisi ) 6.9.2
0.140 Oh Pekerja Rp 101,000.00 = Rp 14,140.00
0.075 Oh Tukang kayu Rp 127,000.00 = Rp 9,525.00
0.008 Oh Kepala tukang Rp 139,000.00 = Rp 1,112.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 25,937.00
= Rp 126,617.00

17 1 m1 Pasang BUBUNGAN asbes gelombang besar

Bahan An. SNI ( Revisi ) 6.9.1
1.000 Bh Nok asbes gel.besar Rp 76,000.00 = Rp 76,000.00
4.000 Bh skrup kayu/paku payung Rp 34,000.00 = Rp 136,000.00
= Rp 212,000.00
Upah An. SNI ( Revisi ) 6.9.2
0.005 Oh Pekerja Rp 101,000.00 = Rp 505.00
0.110 Oh Tukang kayu Rp 127,000.00 = Rp 13,970.00
0.002 Oh Kepala tukang Rp 139,000.00 = Rp 278.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 16,928.00
= Rp 228,928.00
18 1 m1 Pasang BUBUNGAN asbes gelombang kecil..
Bahan An. SNI ( Revisi ) 6.9.1
1.000 Bh Nok asbes gelombang kecil Rp 60,000.00 = Rp 60,000.00
4.000 Bh skrup kayu/paku payung Rp 34,000.00 = Rp 136,000.00
= Rp 196,000.00
Upah An. SNI ( Revisi ) 6.9.2
0.005 Oh Pekerja Rp 101,000.00 = Rp 505.00
0.110 Oh Tukang kayu Rp 127,000.00 = Rp 13,970.00
0.002 Oh Kepala tukang Rp 139,000.00 = Rp 278.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
= Rp 16,928.00
= Rp 212,928.00

19 1 m2 Pasang atap seng Galvalum type DJLS 45 Warna

Bahan An. SNI
1.370 M2 1 M! SENG GALVALUM warna.
( Lebar efektif 73 Cm.) Rp 89,000.00 = Rp 121,930.00
4.000 Bh Paku rifet Rp 200.00 = Rp 800.00
= Rp 122,730.00
Upah An. SNI
0.021 Oh Pekerja Rp 101,000.00 = Rp 2,121.00
0.011 Oh Tukang kayu Rp 127,000.00 = Rp 1,397.00
0.004 Oh Mandor Rp 145,000.00 = Rp 580.00
1.000 Ls Biaya mekanik/peralatan Rp 127,000.00 Rp 127,000.00
= Rp 131,098.00
= Rp 253,828.00

20 1 m2 Pasang atap seng Galvalum type DJLS 45 Warna

Bahan An. SNI
1.370 M2 1 M! SENG GALVALUM warna.
( Lebar efektif 73 Cm.) Rp 89,000.00 = Rp 121,930.00
4.000 Bh Paku rifet Rp 200.00 = Rp 800.00
= Rp 122,730.00
Upah An. SNI
0.021 Oh Pekerja Rp 101,000.00 = Rp 2,121.00
0.011 Oh Tukang kayu Rp 127,000.00 = Rp 1,397.00
0.004 Oh Mandor Rp 145,000.00 = Rp 580.00
1.000 Ls Biaya mekanik/peralatan Rp 127,000.00 Rp 127,000.00
= Rp 131,098.00
= Rp 253,828.00

21 1 m2 Pasang atap POLYCARBONAT.

Bahan An. SNI
1.150 m2 Polycarbonat warna. Rp 232,000.00 Rp 266,800.00
4.000 Bh Paku rifet Rp 200.00 = Rp 800.00
= Rp 267,600.00
Upah An. SNI
0.021 Oh Pekerja Rp 101,000.00 = Rp 2,121.00
0.011 Oh Tukang PASANG Rp 127,000.00 = Rp 1,397.00
0.004 Oh Mandor Rp 145,000.00 = Rp 580.00
1.000 Ls Biaya mekanik/peralatan Rp 127,000.00 Rp 127,000.00
= Rp 131,098.00
= Rp 398,698.00

22 1 m2 Pasang atap sirap

Bahan An. SNI ( Revisi ) 6.33.1
60.000 Bh Genteng sirap Rp 6,000.00 = Rp 360,000.00
0.200 Kg Paku biasa 1/2" - 1" Rp 19,000.00 = Rp 3,800.00
= Rp 363,800.00
Upah An. SNI ( Revisi ) 6.33.2
0.166 Oh Pekerja Rp 101,000.00 = Rp 16,766.00
 0.250 Oh Tukang kayu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 53,151.00
= Rp 416,951.00

23 1 m' Pasang nok sirap

Bahan An. SNI ( Revisi ) 6.37.1
0.400 Lbr Seng plat 3" x 6" bjls 28 Rp 42,000.00 = Rp 16,800.00
0.060 Kg Paku biasa 1/2" - 1" Rp 19,000.00 = Rp 1,140.00
0.050 Kg Paku biasa 2" - 5" Rp 19,000.00 = Rp 950.00
0.004 m3 Kayu borneo, papan tebal 3 cm Rp 2,225,000.00 = Rp 8,900.00
= Rp 27,790.00
Upah An. SNI ( Revisi ) 6.37.2
0.125 Oh Pekerja Rp 101,000.00 = Rp 12,625.00
0.250 Oh Tukang kayu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.006 Oh Mandor Rp 145,000.00 = Rp 870.00
= Rp 48,720.00
= Rp 76,510.00

24 1 m2 Pasang atap seng gelombang BJLS 28

Bahan An. SNI ( Revisi ) 6.38.1
0.700 Lbr Seng glmbg 3" x 6" bjls 28 Rp 100,000.00 = Rp 70,000.00
0.020 Kg Paku biasa 1/2" - 1" Rp 19,000.00 = Rp 380.00
= Rp 70,380.00
Upah An. SNI ( Revisi ) 6.38.2
0.120 Oh Pekerja Rp 101,000.00 = Rp 12,120.00
0.060 Oh Tukang kayu Rp 127,000.00 = Rp 7,620.00
0.006 Oh Kepala tukang Rp 139,000.00 = Rp 834.00
0.006 Oh Mandor Rp 145,000.00 = Rp 870.00
= Rp 21,444.00
= Rp 91,824.00

25 1 m2 Pasang atap nok seng BJLS 28

Bahan An. SNI ( Revisi ) 6.39.1
0.300 Lbr Seng plat 3" x 6" bjls 28 Rp 63,000.00 = Rp 18,900.00
0.040 Kg Paku biasa 1/2" - 1" Rp 19,000.00 = Rp 760.00
= Rp 19,660.00
Upah An. SNI ( Revisi ) 6.39.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.070 Oh Tukang kayu Rp 127,000.00 = Rp 8,890.00
0.008 Oh Kepala tukang Rp 139,000.00 = Rp 1,112.00
0.006 Oh Mandor Rp 145,000.00 = Rp 870.00
= Rp 26,022.00
= Rp 45,682.00

26 1 m2 Pasang atap seng gelombang BJLS 30

Bahan An. SNI ( Revisi ) 6.38.1
0.700 Lbr Seng glmbg 3" x 6" bjls 28 Rp 63,000.00 = Rp 44,100.00
0.020 Kg Paku biasa 1/2" - 1" Rp 19,000.00 = Rp 380.00
= Rp 44,480.00
Upah An. SNI ( Revisi ) 6.38.2
0.120 Oh Pekerja Rp 101,000.00 = Rp 12,120.00
0.060 Oh Tukang kayu Rp 127,000.00 = Rp 7,620.00
0.006 Oh Kepala tukang Rp 139,000.00 = Rp 834.00
0.006 Oh Mandor Rp 145,000.00 = Rp 870.00
= Rp 21,444.00
= Rp 65,924.00

27 1 m2 Pasang atap nok seng BJLS 30

 Bahan An. SNI ( Revisi ) 6.39.1
0.300 Lbr Seng plat 3" x 6" bjls 28 Rp 63,000.00 = Rp 18,900.00
0.040 Kg Paku biasa 1/2" - 1" Rp 19,000.00 = Rp 760.00
= Rp 19,660.00
Upah An. SNI ( Revisi ) 6.39.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.070 Oh Tukang kayu Rp 127,000.00 = Rp 8,890.00
0.008 Oh Kepala tukang Rp 139,000.00 = Rp 1,112.00
0.006 Oh Mandor Rp 145,000.00 = Rp 870.00
= Rp 26,022.00
= Rp 45,682.00

PEKERJAAN BESI & ALUMINIUM

1. 1 Kg Pasang rangka atap baja

Bahan An. SNI ( Revisi ) 6.1.1
1.150 Kg Besi profil WF Rp 19,000.00 = Rp 21,850.00
0.080 Kg Meni besi Rp 49,000.00 = Rp 3,920.00
= Rp 25,770.00
Upah An. SNI ( Revisi ) 6.1.2
0.006 Oh Pekerja Rp 101,000.00 = Rp 606.00
0.060 Oh Tukang besi Rp 127,000.00 = Rp 7,620.00
0.006 Oh Kepala tukang Rp 139,000.00 = Rp 834.00
0.000 Oh Mandor Rp 145,000.00 = Rp 43.50
= Rp 9,103.50
= Rp 34,873.50

2. 1 m2 Pasang pintu besi plat baja tabal 2mm rangkap, rangka baja siku 30.30.3.
Bahan An. SNI ( Revisi ) 6.2.1
15.000 Kg Besi siku 30.30.3 Rp 13,000.00 = Rp 195,000.00
32.800 Kg Besi plat baja tebal 2mm. Rp 13,000.00 = Rp 426,400.00
0.050 Kg Kawat las. Rp 44,000.00 = Rp 2,200.00
= Rp 428,600.00
Upah An. SNI ( Revisi ) 6.2.2
0.650 Oh Tukang besi Rp 127,000.00 = Rp 82,550.00
0.650 Oh Pekerja Rp 101,000.00 = Rp 65,650.00
0.065 Oh Kepala tukang Rp 139,000.00 = Rp 9,035.00
0.032 Oh Mandor Rp 145,000.00 = Rp 4,640.00
= Rp 161,875.00
= Rp 590,475.00

3. 1 m2 Pasang jendela besi

Bahan An. SNI ( Revisi ) 6.3.1
1.000 m2 Jendela besi Rp 1,418,000.00 = Rp 1,418,000.00
= Rp 1,418,000.00
Upah An. SNI ( Revisi ) 6.3.2
1.050 Oh Tukang besi Rp 127,000.00 = Rp 133,350.00
1.050 Oh Pekerja Rp 101,000.00 = Rp 106,050.00
0.105 Oh Kepala tukang Rp 139,000.00 = Rp 14,595.00
0.005 Oh Mandor Rp 145,000.00 = Rp 761.25
= Rp 254,756.25
= Rp 1,672,756.25

4 1 m2 Pasang teraliS besi

Bahan An. SNI ( Revisi ) 6.12.1
11.500 m' Besi strip 2 x 3 Rp 14,000.00 = Rp 161,000.00
= Rp 161,000.00
Upah An. SNI ( Revisi ) 6.12.2
1.200 Oh Tukang las Rp 127,000.00 = Rp 152,400.00
1.200 Oh Pekerja Rp 101,000.00 = Rp 121,200.00
0.012 Oh Kepala tukang Rp 139,000.00 = Rp 1,668.00
 0.001 Oh Mandor Rp 145,000.00 = Rp 87.00
= Rp 275,355.00
= Rp 436,355.00

5 1 m2 Pasang kawat harmonika

Bahan An. SNI ( Revisi ) 6.13.1
1.100 m2 Kawat harmonika Rp 66,000.00 = Rp 72,600.00
0.020 Kg Paku biasa 1/2" - 1" Rp 19,000.00 = Rp 380.00
0.002 m3 Kayu kamper, reng ### = Rp 23,583.60
= Rp 96,563.60
Upah An. SNI ( Revisi ) 6.13.2
0.100 Oh Pekerja Rp 101,000.00 = Rp 10,100.00
0.100 Oh Tukang kayu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.001 Oh Mandor Rp 145,000.00 = Rp 72.50
= Rp 24,262.50
= Rp 120,826.10

6 1 m2 Pasang kawat nyamuk

Bahan An. SNI ( Revisi ) 6.14.1
1.100 m2 Kawat nyamuk Rp 47,000.00 = Rp 51,700.00
0.020 Kg Paku biasa 1/2" - 1" Rp 19,000.00 = Rp 380.00
0.002 m3 Kayu kamper, reng ### = Rp 23,583.60
= Rp 75,663.60
Upah An. SNI ( Revisi ) 6.14.2
0.100 Oh Pekerja Rp 101,000.00 = Rp 10,100.00
0.100 Oh Tukang kayu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.001 Oh Mandor Rp 145,000.00 = Rp 72.50
= Rp 24,262.50
= Rp 99,926.10

7 1 m2 Pasang kawat kassa / kawat burung.

Bahan An. SNI ( Revisi ) 6.15.1
1.100 m2 Kawat kassa Rp 30,000.00 = Rp 33,000.00
0.020 Kg Paku biasa 1/2" - 1" Rp 19,000.00 = Rp 380.00
0.002 m3 Kayu kamper, reng ### = Rp 23,583.60
= Rp 56,963.60
Upah An. SNI ( Revisi ) 6.15.2
0.100 Oh Pekerja Rp 101,000.00 = Rp 10,100.00
0.100 Oh Tukang kayu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.001 Oh Mandor Rp 145,000.00 = Rp 72.50
= Rp 24,262.50
= Rp 81,226.10

8 1 m2 Pasang pagar kawat dari besi siku tinggi 1,5 m dan panjang 3m tidak termasuk pondasi setempat.
Bahan
11.600 m1 m' besi L 40 . 40 . 5 Rp 225,000.00 = Rp 2,610,000.00
34.000 m1 m'kawat duri Rp 38,000.00 = Rp 1,292,000.00
= Rp 3,902,000.00

Upah Pekerjaan mengelas diperhitungkan. =

Ongkos kerja diperhitungkan =
= Rp -
= Rp 2,610,000.00

Harga per M2 pagar kawat := : Rp 2,610,000.00

9 1 m2 Pasang pagar besi tralis dengan besi beton diameter 16 mm.

Bahan
 11.000 m1 btg.besi beton panjang 1 m Rp 17,333.33 = Rp 190,666.67
Plat pengikat diperhitungkan =
Baja Cor / mainan diperhitungkan =
= Rp 190,666.67

Upah Pekerjaan mengelas diperhitungkan. =

Ongkos kerja diperhitungkan =
= Rp -
= Rp 190,666.67

11 1 m2 Pintu Rolling bahan dari Aluminium.

Bahan
1.150 M2 Pintu dari aluminium Rp 1,506,000.00 = Rp 1,731,900.00
= Rp 1,731,900.00

Upah Biaya pasang / Upah diperhitungkan. =

= Rp -
= Rp 1,731,900.00

12 1 m2 Pintu Rolling bahan dari plat besi / steel.

Bahan
1.000 M2 Pintu dari aluminium Rp 440,000.00 = Rp 440,000.00
= Rp 440,000.00
Upah An. SNI ( Revisi ) 6.15.2
1.000 Oh Pekerja Rp 101,000.00 = Rp 101,000.00
1.000 Oh Tukang besi Rp 127,000.00 = Rp 127,000.00
0.100 Oh Kepala tukang besi. Rp 139,000.00 = Rp 13,900.00
0.050 Oh Mandor Rp 145,000.00 = Rp 7,250.00
= Rp 249,150.00
= Rp 689,150.00

13 1 m2 Pintu Besi B.R.C.

Bahan 1.100 M2 pagar besi BRC. Rp 471,000.00 = Rp 518,100.00
= Rp 518,100.00
Upah Biaya pasang / Upah diperhitungkan.
Biaya transfotasi (relatif) jarak =
jauh dekatnya. =
= Rp -
= Rp 518,100.00

14 1 m2 Pagar Besi B.R.C.

Bahan 1.100 M2 pagar besi BRC. Rp 565,000.00 = Rp 621,500.00

1.000 M2 Rangka besi besi pintu diameter 2 incs. Rp 259,000.00 = Rp 259,000.00
= Rp 880,500.00

Upah Biaya pasang / Upah diperhitungkan. =

Biaya transfotasi (relatif) jarak
jauh dekatnya. =
= Rp -
= Rp 880,500.00

PEKERJAAN KUSEN ALUMINIUM.

15 1 M' Pasang kusen aluminium 3" putih. (Silver)

Bahan An. SNI ( Revisi ) 6.12.1
1.100 M1 Aluminium putih 3". Rp 100,000.00 = Rp 110,000.00
= Rp 110,000.00

Upah 0.104 Oh Pekerja Rp 101,000.00 = Rp 10,504.00

0.104 Oh Tukang besi Rp 127,000.00 = Rp 13,208.00
 0.001 Oh Kepala tukang besi Rp 139,000.00 = Rp 139.00
0.000 Oh Mandor Rp 145,000.00 = Rp 7.25
= Rp 23,858.25
= Rp 133,858.25

16 1 M' Pasang kusen aluminium 4" putih. (Silver)

Bahan An. SNI ( Revisi ) 6.12.1
1.100 M1 Aluminium putih 4". Rp 120,000.00 = Rp 132,000.00
= Rp 132,000.00

Upah 0.104 Oh Pekerja Rp 101,000.00 = Rp 10,504.00

0.104 Oh Tukang besi Rp 127,000.00 = Rp 13,208.00
0.001 Oh Kepala tukang besi Rp 139,000.00 = Rp 139.00
0.000 Oh Mandor Rp 145,000.00 = Rp 7.25
= Rp 23,858.25
= Rp 155,858.25

17 1 M' Pasang kusen aluminium 3" coklat. (Brown)

Bahan An. SNI ( Revisi ) 6.12.1
1.100 M1 Aluminium coklat/ brown 3". Rp 110,000.00 = Rp 121,000.00
= Rp 121,000.00

Upah 0.104 Oh Pekerja Rp 101,000.00 = Rp 10,504.00

0.104 Oh Tukang besi Rp 127,000.00 = Rp 13,208.00
0.001 Oh Kepala tukang besi Rp 139,000.00 = Rp 139.00
0.000 Oh Mandor Rp 145,000.00 = Rp 7.25
= Rp 23,858.25
= Rp 144,858.25

18 1 M' Pasang kusen aluminium 4" coklat. (Brown)

Bahan An. SNI ( Revisi ) 6.12.1
1.100 M1 Aluminium coklat/ brown 4". Rp 133,000.00 = Rp 146,300.00
= Rp 146,300.00

Upah 0.104 Oh Pekerja Rp 101,000.00 = Rp 10,504.00

0.104 Oh Tukang besi Rp 127,000.00 = Rp 13,208.00
0.001 Oh Kepala tukang besi Rp 139,000.00 = Rp 139.00
0.000 Oh Mandor Rp 145,000.00 = Rp 7.25
= Rp 23,858.25
= Rp 170,158.25

19 1 Bh. Pasang pintu aluminium 2,75" putih ( Silver) UKURAN 0.80 X 2.00 Mtr.
( pintu isian kaca bening 5mm dan multipleks 9 mm).
Bahan An. SNI ( Revisi ) 6.9.1
6.250 M1 Slimar Aluminium putih 2.75" Rp 75,000.00 = Rp 468,750.00
15.000 M1 Karet penjepit kaca/ tripleks. Rp 47,000.00 = Rp 705,000.00
1.000 set Engsel. Rp 30,000.00 = Rp 30,000.00
1.000 Bh Kunci Rp 145,000.00 = Rp 145,000.00
0.640 M2 Kaca bening 5 mm Rp 151,000.00 = Rp 96,640.00
1.240 M2 Multipleks 9 mm Rp 215,000.00 = Rp 266,600.00
1.000 Ls Paku Skrup Rp 55,000.00 = Rp 55,000.00
= Rp 1,766,990.00
koefisen tenaga ditambah 35 % dari anlisa untuk 1 M2 pembuatan pintu aluminium.
Upah 1.418 Oh Pekerja Rp 101,000.00 = Rp 178,517.50
1.418 Oh Tukang besi Rp 127,000.00 = Rp 224,472.50
0.142 Oh Kepala tukang besi Rp 139,000.00 = Rp 68,353.25
0.007 Oh Mandor Rp 145,000.00 = Rp 51,767.90
= Rp 523,111.15
= Rp 2,290,101.15

20 1 Bh. Pasang pintu aluminium 2,75" coklat ( Brown) UKURAN 0.80 X 2.00 Mtr.
 ( pintu isian kaca bening 5mm dan multipleks 9 mm).
Bahan An. SNI ( Revisi ) 6.9.1
6.250 M1 Slimar Aluminium coklat 2.75" Rp 75,000.00
= Rp 468,750.00
15.000 M1 Karet penjepit kaca/ tripleks. Rp 47,000.00
= Rp 705,000.00
1.000 set Engsel. Rp 30,000.00
= Rp 30,000.00
1.000 Bh Kunci Rp 145,000.00
= Rp 145,000.00
0.640 M2 Kaca bening 5 mm Rp 151,000.00
= Rp 96,640.00
1.240 M2 Multipleks 9 mm Rp 215,000.00
= Rp 266,600.00
1.000 Ls Paku Skrup Rp 55,000.00
= Rp 55,000.00
= Rp 1,766,990.00
koefisen tenaga ditambah 30 % dari anlisa untuk 1 M2 pembuatan pintu aluminium karena
pintu ini ukuran 80 x 200 Cm.dan ada ambang tengah.
Upah 1.418 Oh Pekerja Rp 101,000.00 = Rp 173,467.50
1.418 Oh Tukang besi Rp 127,000.00 = Rp 218,122.50
0.142 Oh Kepala tukang besi Rp 139,000.00 = Rp 61,403.25
0.007 Oh Mandor Rp 145,000.00 = Rp 44,517.90
= Rp 497,511.15
= Rp 2,264,501.15

21 1M2 Pasang daun jendela aluminium 2" putih ( Silver) UKURAN 1.00 X 1.00 Mtr.
( Jendela isian kaca 5mm).
Bahan An. SNI ( Revisi ) 6.3.1
4.800 M1 Slimar Aluminium putih 2" Rp 75,000.00 = Rp 360,000.00
8.500 M1 Karet penjepit kaca/ tripleks. Rp 47,000.00 = Rp 399,500.00
1.000 set Engsel jendela. Rp 28,000.00 = Rp 28,000.00
1.000 Bh Hak window . Rp 8,000.00 = Rp 8,000.00
0.903 M2 Kaca bening 5 mm Rp 151,000.00 = Rp 136,277.50
= Rp 931,777.50

Upah 1.050 Oh Pekerja Rp 101,000.00 = Rp 106,050.00

1.050 Oh Tukang besi Rp 127,000.00 = Rp 133,350.00
0.105 Oh Kepala tukang besi Rp 139,000.00 = Rp 14,595.00
0.005 Oh Mandor Rp 145,000.00 = Rp 754.00
= Rp 254,749.00
= Rp 1,186,526.50

22 1Bh Pasang daun jendela aluminium 2" putih ( Silver) UKURAN 0.50 X 0.60 Mtr.
( Jendela isian kaca 5mm).
Bahan An. SNI ( Revisi ) 6.3.1
2.200 M1 Slimar Aluminium putih 2" Rp 75,000.00 = Rp 165,000.00
4.400 M1 Karet penjepit kaca/ tripleks. Rp 47,000.00 = Rp 206,800.00
1.000 set Engsel jendela. Rp 28,000.00 = Rp 28,000.00
1.000 Bh Hak window . Rp 8,000.00 = Rp 8,000.00
0.300 M2 Kaca bening 5 mm Rp 151,000.00 = Rp 45,300.00
= Rp 453,100.00

Upah 1.050 Oh Pekerja Rp 101,000.00 = Rp 106,050.00

1.050 Oh Tukang besi Rp 127,000.00 = Rp 133,350.00
0.105 Oh Kepala tukang besi Rp 139,000.00 = Rp 14,595.00
0.005 Oh Mandor Rp 145,000.00 = Rp 754.00
= Rp 254,749.00
= Rp 707,849.00

23 1Bh Pasang daun jendela aluminium 2" putih ( Silver) UKURAN 0.50 X 0.50 Mtr.
( Jendela isian kaca 5mm).
Bahan An. SNI ( Revisi ) 6.3.1
2.000 M1 Slimar Aluminium putih 2" Rp 75,000.00 = Rp 150,000.00
4.000 M1 Karet penjepit kaca/ tripleks. Rp 47,000.00 = Rp 188,000.00
1.000 set Engsel jendela. Rp 28,000.00 = Rp 28,000.00
1.000 Bh Hak window . Rp 8,000.00 = Rp 8,000.00
0.250 M2 Kaca bening 5 mm Rp 151,000.00 = Rp 37,750.00
 = Rp 411,750.00

Upah 1.050 Oh Pekerja Rp 101,000.00 = Rp 106,050.00

1.050 Oh Tukang besi Rp 127,000.00 = Rp 133,350.00
0.105 Oh Kepala tukang besi Rp 139,000.00 = Rp 14,595.00
0.005 Oh Mandor Rp 145,000.00 = Rp 754.00
= Rp 254,749.00
= Rp 666,499.00

24 1M2 Pasang daun jendela aluminium 2" coklat (Brown) UKURAN 1.00 X 1.00 Mtr.
( Jendela isian kaca 5mm).
Bahan An. SNI ( Revisi ) 6.3.1
4.800 M1 Slimar Aluminium coklat 2" Rp 75,000.00 = Rp 360,000.00
8.500 M1 Karet penjepit kaca/ tripleks. Rp 47,000.00 = Rp 399,500.00
1.000 set Engsel jendela. Rp 28,000.00 = Rp 28,000.00
1.000 Bh Hak window . Rp 8,000.00 = Rp 8,000.00
0.903 M2 Kaca bening 5 mm Rp 151,000.00 = Rp 136,277.50
= Rp 931,777.50

Upah 1.050 Oh Pekerja Rp 101,000.00 = Rp 106,050.00

1.050 Oh Tukang besi Rp 127,000.00 = Rp 133,350.00
0.105 Oh Kepala tukang besi Rp 139,000.00 = Rp 14,595.00
0.005 Oh Mandor Rp 145,000.00 = Rp 754.00
= Rp 254,749.00
= Rp 1,186,526.50

25 1Bh Pasang daun jendela aluminium 2" coklat (Brown) UKURAN 50 X 60 Cm.
( Jendela isian kaca 5mm).
Bahan An. SNI ( Revisi ) 6.3.1
2.200 M1 Slimar Aluminium coklat 2" Rp 75,000.00 = Rp 165,000.00
4.400 M1 Karet penjepit kaca/ tripleks. Rp 47,000.00 = Rp 206,800.00
1.000 set Engsel jendela. Rp 28,000.00 = Rp 28,000.00
1.000 Bh Hak window . Rp 8,000.00 = Rp 8,000.00
0.300 M2 Kaca bening 5 mm Rp 151,000.00 = Rp 45,300.00
= Rp 453,100.00

Upah 1.050 Oh Pekerja Rp 101,000.00 = Rp 106,050.00

1.050 Oh Tukang besi Rp 127,000.00 = Rp 133,350.00
0.105 Oh Kepala tukang besi Rp 139,000.00 = Rp 14,595.00
0.005 Oh Mandor Rp 145,000.00 = Rp 754.00
= Rp 254,749.00
= Rp 707,849.00

26 1Bh. Pasang daun jendela aluminium 2" coklat (Brown) UKURAN 50 X 50 Cm.
( Jendela isian kaca 5mm).
Bahan An. SNI ( Revisi ) 6.3.1
2.000 M1 Slimar Aluminium coklat 2" Rp 75,000.00 = Rp 150,000.00
4.000 M1 Karet penjepit kaca/ tripleks. Rp 47,000.00 = Rp 188,000.00
1.000 set Engsel jendela. Rp 28,000.00 = Rp 28,000.00
1.000 Bh Hak window . Rp 8,000.00 = Rp 8,000.00
0.250 M2 Kaca bening 5 mm Rp 151,000.00 = Rp 37,750.00
= Rp 411,750.00

Upah 1.050 Oh Pekerja Rp 101,000.00 = Rp 106,050.00

1.050 Oh Tukang besi Rp 127,000.00 = Rp 133,350.00
0.105 Oh Kepala tukang besi Rp 139,000.00 = Rp 14,595.00
0.005 Oh Mandor Rp 145,000.00 = Rp 754.00
= Rp 254,749.00
= Rp 666,499.00

51 1 m2 Pasang Pintu Alumunium

 Bahan An. SNI ( Revisi ) 6.1.1
1.000 m2 Pintu Alumunium Rp 1,506,000.00 = Rp 1,506,000.00
Sub total : = Rp 1,506,000.00
Upah An. SNI ( Revisi ) 6.1.2
0.043 Oh Pekerja Rp 101,000.00 = Rp 4,343.00
0.043 Oh Tukang besi Rp 127,000.00 = Rp 5,461.00
0.004 Oh Kepala tukang Rp 139,000.00 = Rp 597.70
0.002 Oh Mandor Rp 145,000.00 = Rp 304.50
Sub total : = Rp 10,706.20
Sub total : = Rp 1,516,706.20

EKERJAAN TALANG SENG ; KARET & PVC.

19 1 m' Pasang talang datar, seng bjls 28 lebar 90Cm.

Bahan An. SNI ( Revisi ) 6.18.1
1.050 Lbr Seng plat 3' x 6' bjls 28 Rp 42,000.00 = Rp 44,100.00
0.015 Kg Paku biasa 1/2" - 1" Rp 19,000.00 = Rp 285.00
0.002 m3 Kayu borneo, papan Rp 7,355,000.00 = Rp 13,974.50
= Rp 58,359.50
Upah An. SNI ( Revisi ) 6.18.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.400 Oh Tukang kayu Rp 127,000.00 = Rp 50,800.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.001 Oh Mandor Rp 145,000.00 = Rp 145.00
= Rp 74,620.00
= Rp 132,979.50

20 Analog - talang karet per m' + papan= 70 % talang seng =

=

21 1 m' Pasang talang miring / jurai seng bjls 28

Bahan An. SNI ( Revisi ) 6.19.1
0.500 Lbr Seng plat 3' x 6' bjls 28 Rp 42,000.00 = Rp 21,000.00
0.015 Kg Paku biasa 1/2" - 1" Rp 19,000.00 = Rp 285.00
0.019 m3 Kayu borneo, papan Rp 7,355,000.00 = Rp 139,745.00
= Rp 161,030.00
Upah An. SNI ( Revisi ) 6.19.2
0.040 Oh Pekerja Rp 101,000.00 = Rp 4,040.00
0.400 Oh Tukang kayu Rp 127,000.00 = Rp 50,800.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.001 Oh Mandor Rp 145,000.00 = Rp 181.25
= Rp 58,496.25
= Rp 219,526.25

22 1 m' Pasang talang 1/2 lingkaran ø 10 cm, seng bjls 28

Bahan An. SNI ( Revisi ) 6.20.1
0.300 Lbr Seng plat 3' x 6' bjls 28 Rp 33,000.00 = Rp 9,900.00
0.100 Kg Paku biasa 1/2" - 1" Rp 19,000.00 = Rp 1,900.00
0.500 Kg Besi strip Rp 14,000.00 = Rp 7,000.00
= Rp 18,800.00
Upah An. SNI ( Revisi ) 6.20.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.250 Oh Tukang kayu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.001 Oh Mandor Rp 145,000.00 = Rp 181.25
= Rp 50,556.25
= Rp 69,356.25

13 1 m' Pasang talang dari PVC diameter 3".

Bahan 0.250 Ljr lonjor PVC diameter 3" Rp 103,000.00 = Rp 25,750.00
0.500 Bh Knie 3" Rp 23,100.00 = Rp 11,550.00
0.350 Bh tube lem pvc Rp 10,000.00 = Rp 3,500.00
 0.750 Bh buah klem + 2 paku beton Rp 600.00 = Rp 450.00
= Rp 41,250.00

Upah LUMSUM =
= Rp 41,250.00

14 1 m' Pasang talang dari PVC diameter 4".

Bahan 0.250 Ljr lonjor PVC diameter 4" Rp 37,000.00 = Rp 9,250.00
0.500 Bh Knie 4" Rp 33,000.00 = Rp 16,500.00
0.350 Bh tube lem pvc Rp 10,000.00 = Rp 3,500.00
0.750 Bh buah klem + 2 paku beton Rp 600.00 = Rp 450.00
= Rp 29,700.00

Upah LUMSUM =
= Rp 29,700.00

PEKERJAAN PENGECATAN
Pemersihan Cat
1. 1 m2 Mengikis/mengerok permukaan cat tembok lama
Bahan An. SNI ( Revisi ) 6.1.1
0.050 Kg Soda api Rp 22,000.00 = Rp 1,100.00
= Rp 1,100.00
Upah An. SNI ( Revisi ) 6.1.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.150 Oh Tukang cat Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
= Rp 36,647.50
= Rp 37,747.50

2. 1 m2 Mencuci bidang permukaan tembok yang pernah dicat

Bahan An. SNI ( Revisi ) 6.2.1
0.050 Kg S a b u n Rp 40,000.00 = Rp 2,000.00
= Rp 2,000.00
Upah An. SNI ( Revisi ) 6.2.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.150 Oh Tukang cat Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
= Rp 36,647.50
= Rp 38,647.50

3. 1 m2 Mengerok karat cat lama permukaan baja dengan cara manual

Bahan An. SNI ( Revisi ) 6.3.1
0.050 Kg S a b u n Rp 40,000.00 = Rp 2,000.00
= Rp 2,000.00
Upah An. SNI ( Revisi ) 6.3.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.150 Oh Tukang cat Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
= Rp 36,647.50
= Rp 38,647.50

4. 1 m2 Menyabun permukaan tembok lama

Bahan An. SNI ( Revisi ) 6.4.1
0.050 Kg S a b u n Rp 40,000.00 = Rp 2,000.00
= Rp 2,000.00
Upah An. SNI ( Revisi ) 6.4.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.150 Oh Tukang cat Rp 127,000.00 = Rp 19,050.00
 0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
= Rp 36,647.50
= Rp 38,647.50

5. 1 m2 Mengerok karat atau cat lama permukaan baja dengan pancar pasir ( sanblasting )
dengan tingkat kebersihan Sa 2.5%
Bahan UNTUK 10 m2 'An. SNI ( Revisi ) 6.5.1
40.000 Kg Pasir silika Rp 5,000.00 = Rp 200,000.00
10.000 Ltr B B M Rp 8,000.00 = Rp 80,000.00
= Rp 280,000.00
Alat An. SNI ( Revisi ) 6.5.2 PER 10 M2.
Sewa / hari Kompressor, blasting pot, Rp 60,000.00 = Rp 60,000.00
selang dan nozle
= Rp 60,000.00
Upah An. SNI ( Revisi ) 6.5.3
1.600 Oh Pekerja Rp 101,000.00 = Rp 161,600.00
1.600 Oh Tukang cat Rp 127,000.00 = Rp 203,200.00
0.800 Oh Kepala tukang Rp 139,000.00 = Rp 111,200.00
0.500 Oh Mandor Rp 145,000.00 = Rp 72,500.00
= Rp 548,500.00
Untuk 10 M2 = Rp 888,500.00

Untuk 1 M2 = Rp 88,850.00

6. 1 m2 Mendempul dan menggosok kayu

Bahan An. SNI ( Revisi ) 6.6.1 Per 10M2
0.080 Kg Dempul jati Rp 59,000.00 = Rp 4,720.00
0.020 Lt Minyak cat Rp 47,000.00 = Rp 940.00
0.010 Kg Batu apung Rp 43,000.00 = Rp 430.00
= Rp 6,090.00
Upah An. SNI ( Revisi ) 6.6.2
0.040 Oh Pekerja Rp 101,000.00 = Rp 4,040.00
0.040 Oh Tukang cat Rp 127,000.00 = Rp 5,080.00
0.004 Oh Kepala tukang Rp 139,000.00 = Rp 556.00
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
. = Rp 10,038.50
= Rp 16,128.50
Cat KAYU

7. 1 m2 Pengecatan bidang kayu lama

Bahan An. SNI ( Revisi ) 6.7.1
0.150 Kg Plamir Rp 26,000.00 = Rp 3,900.00
0.170 Kg Cat dasar Rp 26,000.00 = Rp 4,420.00
0.170 Kg Cat penutup Rp 26,000.00 = Rp 4,420.00
= Rp 12,740.00
Upah An. SNI ( Revisi ) 6.7.2
0.070 Oh Pekerja Rp 101,000.00 = Rp 7,070.00
0.075 Oh Tukang cat Rp 127,000.00 = Rp 9,525.00
0.008 Oh Kepala tukang Rp 139,000.00 = Rp 1,042.50
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
. = Rp 18,000.00
= Rp 30,740.00

8. 1 m2 Pengecatan bidang kayu baru ( 1x plamir , 1x cat dasar, 2x cat penutup )

Bahan An. SNI ( Revisi ) 6.8.1
0.200 Kg Cat meni Rp 49,000.00 = Rp 9,800.00
0.150 Kg Plamir Rp 26,000.00 = Rp 3,900.00
0.170 Kg Cat dasar Rp 26,000.00 = Rp 4,420.00
0.260 Kg Cat penutup 2x Rp 26,000.00 = Rp 6,760.00
= Rp 15,080.00
 Upah An. SNI ( Revisi ) 6.8.2
0.070 Oh Pekerja Rp 101,000.00 = Rp 7,070.00
0.009 Oh Tukang cat Rp 127,000.00 = Rp 1,143.00
0.006 Oh Kepala tukang Rp 139,000.00 = Rp 834.00
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
. = Rp 9,409.50
= Rp 24,489.50

9. 1 m2 Pengecatan bidang kayu baru ( 1x plamir , 1x cat dasar, 3x cat penutup )

Bahan An. SNI ( Revisi ) 6.9.1
0.200 Kg Cat meni Rp 49,000.00 = Rp 9,800.00
0.150 Kg Plamir Rp 26,000.00 = Rp 3,900.00
0.170 Kg Cat dasar Rp 26,000.00 = Rp 4,420.00
0.350 Kg Cat penutup 3 x Rp 26,000.00 = Rp 9,100.00
= Rp 17,420.00
Upah An. SNI ( Revisi ) 6.9.2
0.070 Oh Pekerja Rp 101,000.00 = Rp 7,070.00
0.014 Oh Tukang cat Rp 127,000.00 = Rp 1,714.50
0.004 Oh Kepala tukang Rp 139,000.00 = Rp 556.00
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
. = Rp 9,703.00
= Rp 27,123.00

POLITUR , TEAK OIL , PENGETIRAN

10. 1 m2 Pelaburan bidang kayu dengan teak oil

Bahan An. SNI ( Revisi ) 6.10.1
0.360 Ltr Teak oil Rp 46,000.00 = Rp 16,560.00
= Rp 16,560.00
Upah An. SNI ( Revisi ) 6.10.2
0.040 Oh Pekerja Rp 101,000.00 = Rp 4,040.00
0.063 Oh Tukang cat Rp 127,000.00 = Rp 8,001.00
0.063 Oh Kepala tukang Rp 139,000.00 = Rp 8,757.00
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
. = Rp 21,160.50
= Rp 37,720.50

11. 1 m2 Pelaburan bidang kayu dengan politur ( TAK MENGKILAP)

Bahan An. SNI ( Revisi ) 6.11.1
0.150 Ltr Politur Rp 96,000.00 = Rp 14,400.00
0.372 Ltr Politur jadi Rp 10,000.00 = Rp 3,720.00
2.000 Lbr Ampelas Rp 7,500.00 = Rp 15,000.00
= Rp 33,120.00
Upah An. SNI ( Revisi ) 6.11.2
0.000 Oh Pekerja Rp 101,000.00 = Rp -
0.060 Oh Tukang cat Rp 127,000.00 = Rp 7,620.00
0.016 Oh Kepala tukang Rp 139,000.00 = Rp 2,224.00
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
. = Rp 10,206.50
= Rp 43,326.50

12 10 m2 Pemelituran dengan serlag. ( SAMPAI MENGKILAP)

Bahan Politur dengan serlag mencampur sendiri.
2.000 Kg Serlag Rp 65,000.00 = Rp 130,000.00
1.000 Ltr Spirtus. Rp 16,500.00 = Rp 16,500.00
0.800 Kg Dempul Rp 59,000.00 = Rp 47,200.00
1.500 Kg Batu kambang Rp 43,000.00 = Rp 64,500.00
2.000 Lbr Kertas gosok. Rp 5,900.00 = Rp 11,800.00
2.000 Lbr Kain pop Rp 3,000.00 = Rp 6,000.00
= Rp 276,000.00
Upah Menggosok dan mendempul
 0.400 Oh Tukang politur Rp 127,000.00 = Rp 50,800.00
0.040 Oh Kepala tukangTukang cat Rp 139,000.00 = Rp 5,560.00
= Rp 56,360.00

Upah Memlitur sampai mengkilap.

2.500 Oh Pekerja Rp 101,000.00 = Rp 252,500.00
3.000 Oh Tukang politur Rp 127,000.00 = Rp 381,000.00
0.300 Oh Kepala tukangTukang cat Rp 139,000.00 = Rp 41,700.00
0.400 Oh Mandor Rp 145,000.00 = Rp 58,000.00
= Rp 733,200.00
Untuk 10 M2 = Rp 1,065,560.00
Untuk 1 M2 = Rp 106,556.00

13 1 m2 Pelaburan bidang kayu dengan cat residu dan ter

Bahan An. SNI ( Revisi ) 6.12.1
0.350 Ltr Residu atau ter Rp 20,800.00 = Rp 7,280.00
= Rp 7,280.00
Upah An. SNI ( Revisi ) 6.12.2
0.100 Oh Pekerja Rp 101,000.00 = Rp 10,100.00
0.100 Oh Tukang cat Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.006 Oh Mandor Rp 145,000.00 = Rp 870.00
. = Rp 25,060.00
= Rp 32,340.00

14 1 m2 Pelaburan bidang kayu dengan vernis

Bahan An. SNI ( Revisi ) 6.13.1
0.150 Ltr Vernis Rp 91,000.00 = Rp 13,650.00
0.050 Kg Dempul Rp 59,000.00 = Rp 2,950.00
0.100 Lbr Ampelas Rp 7,500.00 = Rp 750.00
0.010 Bh Kuas Rp 15,000.00 = Rp 150.00
= Rp 17,500.00
Upah An. SNI ( Revisi ) 6.13.2
0.160 Oh Pekerja Rp 101,000.00 = Rp 16,160.00
0.160 Oh Tukang cat Rp 127,000.00 = Rp 20,320.00
0.016 Oh Kepala tukang Rp 139,000.00 = Rp 2,224.00
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
. = Rp 39,066.50
= Rp 56,566.50

Cat TEMBOK
Cat BARU.
14. 1 m2 Pengecatan tembok baru ( 1x plamir , 1x cat dasar, 2x cat penutup ) Cat Paragon /Decolith
Bahan An. SNI ( Revisi ) 6.14.1
0.100 Kg Plamir Rp 19,000.00 = Rp 1,900.00
0.250 Lbr Ampelas Rp 7,500.00 = Rp 1,875.00
0.020 Bh Kuwas / roll Rp 32,000.00 = Rp 640.00
0.100 Kg Cat dasar Rp 26,000.00 = Rp 2,600.00
0.260 Kg Cat penutup 2x Rp 35,000.00 = Rp 9,100.00
= Rp 16,115.00
Upah An. SNI ( Revisi ) 6.14.2
0.020 Oh Pekerja Rp 101,000.00 = Rp 2,020.00
0.063 Oh Tukang cat Rp 127,000.00 = Rp 8,001.00
0.006 Oh Kepala tukang Rp 139,000.00 = Rp 875.70
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
. = Rp 11,259.20
= Rp 27,374.20

15 1 m2 Pengecatan tembok baru ( 1x plamir , 1x cat dasar, 2x cat penutup ) Cat I.C.I. Catilac
Bahan An. SNI ( Revisi ) 6.14.1
0.100 Kg Plamir Rp 19,000.00 = Rp 1,900.00
 0.250 Lbr Ampelas Rp 7,500.00 = Rp 1,875.00
0.020 Bh Kuwas / roll Rp 32,000.00 = Rp 640.00
0.100 Kg Cat dasar Rp 26,000.00 = Rp 2,600.00
0.260 Kg Cat penutup 2x Rp 47,000.00 = Rp 12,220.00
= Rp 19,235.00
Upah An. SNI ( Revisi ) 6.14.2
0.020 Oh Pekerja Rp 101,000.00 = Rp 2,020.00
0.063 Oh Tukang cat Rp 127,000.00 = Rp 8,001.00
0.006 Oh Kepala tukang Rp 139,000.00 = Rp 875.70
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
. = Rp 11,259.20
= Rp 30,494.20

16 1 m2 Pengecatan tembok baru ( 1x plamir , 1x cat dasar, 2x cat penutup ) Watershild

Bahan An. SNI ( Revisi ) 6.14.1
0.100 Kg Plamir Rp 19,000.00 = Rp 1,900.00
0.250 Lbr Ampelas Rp 7,500.00 = Rp 1,875.00
0.020 Bh Kuwas / roll Rp 32,000.00 = Rp 640.00
0.100 Kg Cat dasar Rp 26,000.00 = Rp 2,600.00
0.260 Kg Cat penutup 2x Rp 93,600.00 = Rp 24,336.00
= Rp 31,351.00
Upah An. SNI ( Revisi ) 6.14.2
0.020 Oh Pekerja Rp 101,000.00 = Rp 2,020.00
0.063 Oh Tukang cat Rp 127,000.00 = Rp 8,001.00
0.006 Oh Kepala tukang Rp 139,000.00 = Rp 875.70
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
. = Rp 11,259.20
= Rp 42,610.20

Cat LAMA.
17 1 m2 Pengecatan tembok lama ( Ngamplas, 1x cat dasar, 2x cat penutup ) Cat Paragon /Decolith
Bahan An. SNI ( Revisi ) 6.14.1
0.010 Kg Plamir Rp 19,000.00 = Rp 190.00
0.120 Lbr Ampelas Rp 7,500.00 = Rp 900.00
0.033 Bh Kuwas / roll Rp 32,000.00 = Rp 1,066.67
0.110 Kg Cat dasar Rp 26,000.00 = Rp 2,860.00
0.220 Kg Cat penutup 2x Rp 35,000.00 = Rp 7,700.00
= Rp 12,716.67
Upah An. SNI ( Revisi ) 6.14.2
0.028 Oh Pekerja Rp 101,000.00 = Rp 2,828.00
0.042 Oh Tukang cat Rp 127,000.00 = Rp 5,334.00
0.004 Oh Kepala tukang Rp 139,000.00 = Rp 583.80
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
. = Rp 9,108.30
= Rp 21,824.97

18 1 m2 Pengecatan tembok lama ( Ngamplas, 1x cat dasar, 2x cat penutup ) Cat I.C.I. Catilac
Bahan An. SNI ( Revisi ) 6.14.1
0.010 Kg Plamir Rp 19,000.00 = Rp 190.00
0.120 Lbr Ampelas Rp 7,500.00 = Rp 900.00
0.033 Bh Kuwas / roll Rp 32,000.00 = Rp 1,066.67
0.110 Kg Cat dasar Rp 26,000.00 = Rp 2,860.00
0.220 Kg Cat penutup 2x Rp 47,000.00 = Rp 10,340.00
= Rp 15,356.67
Upah An. SNI ( Revisi ) 6.14.2
0.028 Oh Pekerja Rp 101,000.00 = Rp 2,828.00
0.042 Oh Tukang cat Rp 127,000.00 = Rp 5,334.00
0.004 Oh Kepala tukang Rp 139,000.00 = Rp 583.80
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
. = Rp 9,108.30
= Rp 24,464.97
19 1 m2 Pengecatan tembok lama ( Ngamplas, 1x cat dasar, 2x cat penutup ) Watershild
Bahan An. SNI ( Revisi ) 6.14.1
0.010 Kg Plamir Rp 19,000.00 = Rp 190.00
0.120 Lbr Ampelas Rp 7,500.00 = Rp 900.00
0.033 Bh Kuwas / roll Rp 32,000.00 = Rp 1,066.67
0.110 Kg Cat dasar Rp 26,000.00 = Rp 2,860.00
0.220 Kg Cat penutup 2x Rp 93,600.00 = Rp 20,592.00
= Rp 25,608.67
Upah An. SNI ( Revisi ) 6.14.2
0.028 Oh Pekerja Rp 101,000.00 = Rp 2,828.00
0.042 Oh Tukang cat Rp 127,000.00 = Rp 5,334.00
0.004 Oh Kepala tukang Rp 139,000.00 = Rp 583.80
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
. = Rp 9,108.30
= Rp 34,716.97

20 1 m2 Melabur tembok dengan kapur sirih

Bahan An. SNI ( Revisi ) 6.17.1
0.100 Lbr Ampelas Rp 7,500.00 = Rp 750.00
0.250 Ikt Alang-alang Rp 6,000.00 = Rp 1,500.00
0.002 Bh Andang andang Rp 700,000.00 = Rp 1,400.00
0.150 Kg Kapur sirih Rp 63,000.00 = Rp 9,450.00
= Rp 13,100.00
Upah An. SNI ( Revisi ) 6.17.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.001 Oh Tukang cat Rp 127,000.00 = Rp 127.00
0.000 Oh Kepala tukang Rp 139,000.00 = Rp 13.90
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
. = Rp 15,653.40
= Rp 28,753.40

21 1 m2 Melabur tembok lama dengan kapur sirih ( untuk pemeliharaan )

Bahan An. SNI ( Revisi ) 6.18.1
0.002 m3 Andang andang Rp 700,000.00 = Rp 1,400.00
0.300 Kg Kapur sirih Rp 63,000.00 = Rp 18,900.00
= Rp 20,300.00
Upah An. SNI ( Revisi ) 6.18.2
0.040 Oh Pekerja Rp 101,000.00 = Rp 4,040.00
0.005 Oh Tukang cat Rp 127,000.00 = Rp 635.00
0.001 Oh Kepala tukang Rp 139,000.00 = Rp 69.50
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
. = Rp 5,107.00
= Rp 25,407.00

22 1 m2 Pemasangan wallpaper
Bahan An. SNI ( Revisi ) 6.19.1
1.200 m2 Wall paper Rp 44,000.00 = Rp 52,800.00
0.200 Kg Perekat Rp 20,000.00 = Rp 4,000.00
= Rp 56,800.00
Upah An. SNI ( Revisi ) 6.19.2
0.020 Oh Pekerja Rp 101,000.00 = Rp 2,020.00
0.200 Oh Tukang cat Rp 127,000.00 = Rp 25,400.00
0.002 Oh Kepala tukang Rp 139,000.00 = Rp 278.00
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
. = Rp 28,060.50
= Rp 84,860.50

23 1 m2 Pengecatan permukaan baja dengan meni besi

Bahan An. SNI ( Revisi ) 6.20.1
0.100 Kg Meni besi Rp 47,000.00 = Rp 4,700.00
 0.020 Bh Kuas Rp 15,000.00 = Rp 300.00
= Rp 5,000.00
Upah An. SNI ( Revisi ) 6.20.2
0.020 Oh Pekerja Rp 101,000.00 = Rp 2,020.00
0.200 Oh Tukang cat Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
. = Rp 31,650.00
= Rp 36,650.00

24 1 m2 Pengecatan permukaan baja dengan meni besi dan perancah

Bahan An. SNI ( Revisi ) 6.21.1
0.100 Kg Meni besi Rp 47,000.00 = Rp 4,700.00
0.010 Bh Kuas Rp 15,000.00 = Rp 150.00
0.002 m3 Perancah kayu Rp 950,000.00 = Rp 1,900.00
= Rp 6,750.00
Upah An. SNI ( Revisi ) 6.21.2
0.030 Oh Pekerja Rp 101,000.00 = Rp 3,030.00
0.300 Oh Tukang cat Rp 127,000.00 = Rp 38,100.00
0.030 Oh Kepala tukang Rp 139,000.00 = Rp 4,170.00
0.015 Oh Mandor Rp 145,000.00 = Rp 2,175.00
. = Rp 47,475.00
= Rp 54,225.00

25 1 m2 Pengecatan permukaan baja lapis seng ( galbani ) secara manual

sistem 4 lapis cat konvensional dengan tebal 200 um
Bahan An. SNI ( Revisi ) 6.22.1
0.100 Kg Meni ( read lead ) A Rp 52,000.00 = Rp 5,200.00
0.100 Kg Meni ( read lead ) B Rp 37,000.00 = Rp 3,700.00
0.010 Bh Kuas Rp 32,000.00 = Rp 320.00
0.040 Kg Alluminium C Rp 60,500.00 = Rp 2,420.00
0.040 Kg Alluminium B Rp 55,000.00 = Rp 2,200.00
0.010 Ltr Pengencer Rp 31,000.00 = Rp 310.00
0.002 m3 Andang andang Rp 700,000.00 = Rp 1,400.00
= Rp 15,550.00
Upah An. SNI ( Revisi ) 6.22.2
0.040 Oh Pekerja Rp 101,000.00 = Rp 4,040.00
0.500 Oh Tukang cat Rp 127,000.00 = Rp 63,500.00
0.050 Oh Kepala tukang Rp 139,000.00 = Rp 6,950.00
0.025 Oh Mandor Rp 145,000.00 = Rp 3,625.00
. = Rp 78,115.00
= Rp 93,665.00

26 1 m2 Pengecatan permukaan baja lapis seng ( galbani ) secara manual

sistem 1 lapis cat mutakhir dengan tebal 200 um
Bahan An. SNI ( Revisi ) 6.23.1
0.300 Kg C a t Rp 89,000.00 = Rp 26,700.00
0.010 Bh Kuas Rp 32,000.00 = Rp 320.00
= Rp 27,020.00
Upah An. SNI ( Revisi ) 6.23.2
0.020 Oh Pekerja Rp 101,000.00 = Rp 2,020.00
0.200 Oh Tukang cat Rp 127,000.00 = Rp 25,400.00
0.002 Oh Kepala tukang Rp 139,000.00 = Rp 278.00
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
. = Rp 28,060.50
= Rp 55,080.50

27 1 m2 Pengecatan permukaan baja lapis seng ( galbani ) secara manual

sistem 3 lapis cat konvensional dengan tebal 200 um
Bahan An. SNI ( Revisi ) 6.24.1
0.110 Kg Cat dasar Rp 26,000.00 = Rp 2,860.00
 0.170 Kg Cat antara Rp 26,000.00 = Rp 4,420.00
0.010 Bh Kuas Rp 32,000.00 = Rp 320.00
0.080 Kg Cat penutup Rp 26,000.00 = Rp 2,080.00
= Rp 9,680.00
Upah An. SNI ( Revisi ) 6.24.2
0.040 Oh Pekerja Rp 101,000.00 = Rp 4,040.00
0.400 Oh Tukang cat Rp 127,000.00 = Rp 50,800.00
0.004 Oh Kepala tukang Rp 139,000.00 = Rp 556.00
0.005 Oh Mandor Rp 145,000.00 = Rp 725.00
. = Rp 56,121.00
= Rp 65,801.00

28 1 m2 Pengecatan permukaan baja lapis seng ( galbani ) secara semprot ( airless spray )
sistem 1 lapis cat mutakhir dengan tebal 200 um
Bahan An. SNI ( Revisi ) 6.25.1
0.300 Kg Cat dasar Rp 26,000.00 = Rp 7,800.00
Peralatan Lumsum = Rp -
= Rp 7,800.00
Upah An. SNI ( Revisi ) 6.25.2
0.020 Oh Pekerja Rp 101,000.00 = Rp 2,020.00
0.200 Oh Tukang cat Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
. = Rp 31,650.00
= Rp 39,450.00

PEKERJAAN PENUTUP LANTAI

1 1 m2 Pasang lantai ubin warna akuran 40 x 40 cm

Bahan An. SNI ( Revisi ) 6.4.1
6.630 Bh Ubin warna 40 x 40 cm Rp 14,000.00 = Rp 92,820.00
9.800 Kg Semen portland Rp 1,600.00 = Rp 15,680.00
0.023 m3 Pasir pasang Rp 431,000.00 = Rp 9,913.00
0.300 Kg Semen warna Rp 19,000.00 = Rp 5,700.00
= Rp 124,113.00
Upah An. SNI ( Revisi ) 6.4.2
0.250 Oh Pekerja Rp 101,000.00 = Rp 25,250.00
0.120 Oh Tukang batu Rp 127,000.00 = Rp 15,240.00
0.012 Oh Kepala tukang Rp 139,000.00 = Rp 1,668.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,812.50
= Rp 43,970.50
= Rp 168,083.50

2 1 m2 Pasang lantai ubin warna akuran 30 x 30 cm

Bahan An. SNI ( Revisi ) 6.5.1
11.200 Bh Ubin warna 30 x 30 cm Rp 6,500.00 = Rp 72,800.00
8.360 Kg Semen portland Rp 1,600.00 = Rp 13,376.00
0.023 m3 Pasir pasang Rp 431,000.00 = Rp 9,913.00
0.600 Kg Semen warna Rp 19,000.00 = Rp 11,400.00
= Rp 107,489.00
Upah An. SNI ( Revisi ) 6.5.2
0.250 Oh Pekerja Rp 101,000.00 = Rp 25,250.00
0.120 Oh Tukang batu Rp 127,000.00 = Rp 15,240.00
0.012 Oh Kepala tukang Rp 139,000.00 = Rp 1,668.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,812.50
= Rp 43,970.50
= Rp 151,459.50

3 1 m2 Pasang lantai ubin teraso akuran 40 x 40 cm

Bahan An. SNI ( Revisi ) 6.7.1
6.250 Bh Ubin teraso 40 x 40 cm Rp 18,000.00 = Rp 112,500.00
 8.800 Kg Semen portland Rp 1,600.00 = Rp 14,080.00
0.022 m3 Pasir pasang Rp 431,000.00 = Rp 9,266.50
0.300 Kg Semen warna Rp 19,000.00 = Rp 5,700.00
= Rp 141,546.50
Upah An. SNI ( Revisi ) 6.7.2
0.250 Oh Pekerja Rp 101,000.00 = Rp 25,250.00
0.120 Oh Tukang batu Rp 127,000.00 = Rp 15,240.00
0.012 Oh Kepala tukang Rp 139,000.00 = Rp 1,668.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,812.50
Biaya poles. =
= Rp 43,970.50
= Rp 185,517.00

5 1 m2 Pasang lantai ubin teraso akuran 30 x 30 cm

Bahan An. SNI ( Revisi ) 6.8.1
11.200 Bh Ubin teraso 30 x 30 cm Rp 10,000.00 = Rp 112,000.00
10.000 Kg Semen portland Rp 1,600.00 = Rp 16,000.00
0.022 m3 Pasir pasang Rp 431,000.00 = Rp 9,266.50
0.600 Kg Semen warna Rp 19,000.00 = Rp 11,400.00
= Rp 148,666.50
Upah An. SNI ( Revisi ) 6.8.2
0.260 Oh Pekerja Rp 101,000.00 = Rp 26,260.00
0.125 Oh Tukang batu Rp 127,000.00 = Rp 15,875.00
0.013 Oh Kepala tukang Rp 139,000.00 = Rp 1,737.50
0.013 Oh Mandor Rp 145,000.00 = Rp 1,812.50
Biaya poles. =
= Rp 45,685.00
= Rp 194,351.50

6 1 m2 Pasang lantai ubin granito akuran 40 x 40 cm

Bahan An. SNI ( Revisi ) 6.9.1
6.250 Bh Ubin granito 40 x 40 cm Rp 21,000.00 = Rp 131,250.00
9.800 Kg Semen portland Rp 1,600.00 = Rp 15,680.00
0.022 m3 Pasir pasang Rp 431,000.00 = Rp 9,266.50
0.300 Kg Semen warna Rp 19,000.00 = Rp 5,700.00
= Rp 161,896.50
Upah An. SNI ( Revisi ) 6.9.2
0.250 Oh Pekerja Rp 101,000.00 = Rp 25,250.00
0.120 Oh Tukang batu Rp 127,000.00 = Rp 15,240.00
0.012 Oh Kepala tukang Rp 139,000.00 = Rp 1,668.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,812.50
= Rp 43,970.50
= Rp 205,867.00

7 1 m2 Pasang lantai keramic Exensa 40 x 40 cm

Bahan An. SNI ( Revisi ) 6.10.1
6.250 Bh Keramic esensas 40 x 40 cm Rp 42,500.00 = Rp 265,625.00
10.000 Kg Semen portland Rp 1,600.00 = Rp 16,000.00
0.022 m3 Pasir pasang Rp 431,000.00 = Rp 9,266.50
0.300 Kg Semen warna Rp 19,000.00 = Rp 5,700.00
= Rp 296,591.50
Upah An. SNI ( Revisi ) 6.10.2
0.260 Oh Pekerja Rp 101,000.00 = Rp 26,260.00
0.125 Oh Tukang batu Rp 127,000.00 = Rp 15,875.00
0.013 Oh Kepala tukang Rp 139,000.00 = Rp 1,807.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,812.50
= Rp 45,754.50
= Rp 342,346.00

8 1 m2 Pasang lantai marmer akuran 60 x 60 cm

Bahan An. SNI ( Revisi ) 6.13.1
 2.940 Bh Ubin teralux marmer 60 x 60 cm Rp 86,000.00 = Rp 252,840.00
8.190 Kg Semen portland Rp 1,600.00 = Rp 13,104.00
0.045 m3 Pasir pasang Rp 431,000.00 = Rp 19,395.00
0.300 Kg Semen warna Rp 19,000.00 = Rp 5,700.00
= Rp 291,039.00
Upah An. SNI ( Revisi ) 6.13.2
0.250 Oh Pekerja Rp 101,000.00 = Rp 25,250.00
0.120 Oh Tukang batu Rp 127,000.00 = Rp 15,240.00
0.012 Oh Kepala tukang Rp 139,000.00 = Rp 1,668.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,812.50
Biaya poles. =
= Rp 43,970.50
= Rp 335,009.50

9 1 m2 Pasang lantai marmer akuran 100 x 100 cm

Bahan An. SNI ( Revisi ) 6.13.1
1.060 M2 Ubin teralux marmer 1 x 1 m2 Rp 653,100.00 = Rp 692,286.00
8.190 Kg Semen portland Rp 1,600.00 = Rp 13,104.00
0.045 m3 Pasir pasang Rp 431,000.00 = Rp 19,395.00
0.250 Kg Semen warna Rp 19,000.00 = Rp 4,750.00
= Rp 729,535.00
Upah An. SNI ( Revisi ) 6.13.2
0.250 Oh Pekerja Rp 101,000.00 = Rp 25,250.00
0.120 Oh Tukang batu Rp 127,000.00 = Rp 15,240.00
0.012 Oh Kepala tukang Rp 139,000.00 = Rp 1,668.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,812.50
Biaya poles. =
= Rp 43,970.50
= Rp 773,505.50

9 1 m2 Pasang teraso cor ditempat nat kaca 4Cm x 5 mm

Bahan An. SNI ( Revisi ) 6.31.1
0.004 m3 Bahan teraso cor Rp 3,500,000.00 = Rp 12,600.00
12.285 Kg Semen portland Rp 1,600.00 = Rp 19,656.00
0.095 m3 Pasir pasang Rp 431,000.00 = Rp 40,945.00
2.000 m1 nat kaca Rp 54,500.00 = Rp 109,000.00
1.000 Kg Semen warna Rp 19,000.00 = Rp 19,000.00
= Rp 201,201.00
Upah An. SNI ( Revisi ) 6.31.2
0.900 Oh Pekerja Rp 101,000.00 = Rp 90,900.00
0.090 Oh Tukang batu Rp 127,000.00 = Rp 11,430.00
0.009 Oh Kepala tukang Rp 139,000.00 = Rp 1,251.00
0.005 Oh Mandor Rp 145,000.00 = Rp 652.50
Biaya poles. =
= Rp 104,233.50
= Rp 305,434.50

10 1 m2 Pasang TRASO cor ditempat nat kuningan

Bahan An. SNI ( Revisi ) 6.31.1
0.004 m3 Bahan teraso cor Rp 3,500,000.00 = Rp 12,600.00
12.285 Kg Semen portland Rp 1,600.00 = Rp 19,656.00
0.095 m3 Pasir pasang Rp 431,000.00 = Rp 40,945.00
2.000 m1 nat kaca Rp 305,000.00 = Rp 610,000.00
1.000 Kg Semen warna Rp 19,000.00 = Rp 19,000.00
= Rp 702,201.00
Upah An. SNI ( Revisi ) 6.31.2
0.900 Oh Pekerja Rp 101,000.00 = Rp 90,900.00
0.090 Oh Tukang batu Rp 127,000.00 = Rp 11,430.00
0.009 Oh Kepala tukang Rp 139,000.00 = Rp 1,251.00
0.005 Oh Mandor Rp 145,000.00 = Rp 652.50
Biaya poles. =
 = Rp 104,233.50
= Rp 806,434.50

11 1 m1 Pasang lantai keramik artistik 5 x 20 cm / Lis / Ban

Bahan An. SNI ( Revisi ) 6.36.1
5.000 Bh Ubin keramik artistik 5x20 cm Rp 15,700.00 = Rp 78,500.00
0.850 Kg Semen portland Rp 1,600.00 = Rp 1,360.00
0.002 m3 Pasir pasang Rp 431,000.00 = Rp 948.20
0.080 Kg Semen warna Rp 19,000.00 = Rp 1,520.00
= Rp 82,328.20
Upah An. SNI ( Revisi ) 6.36.2
0.090 Oh Pekerja Rp 101,000.00 = Rp 9,090.00
0.090 Oh Tukang batu Rp 127,000.00 = Rp 11,430.00
0.009 Oh Kepala tukang Rp 139,000.00 = Rp 1,251.00
0.045 Oh Mandor Rp 145,000.00 = Rp 6,525.00
= Rp 28,296.00
= Rp 110,624.20

12 1 m1 Pasang lantai keramik artistik 7,5 x 25 cm / Lis / Ban

Bahan An. SNI ( Revisi ) 6.37.1
5.000 Bh Plint keramik artistik 10x20 cm Rp 6,200.00 = Rp 31,000.00
1.063 Kg Semen portland Rp 1,600.00 = Rp 1,700.00
0.003 m3 Pasir pasang Rp 431,000.00 = Rp 1,185.25
0.100 Kg Semen warna Rp 19,000.00 = Rp 1,900.00
= Rp 35,785.25
Upah An. SNI ( Revisi ) 6.37.2
0.090 Oh Pekerja Rp 101,000.00 = Rp 9,090.00
0.090 Oh Tukang batu Rp 127,000.00 = Rp 11,430.00
0.009 Oh Kepala tukang Rp 139,000.00 = Rp 1,251.00
0.005 Oh Mandor Rp 145,000.00 = Rp 652.50
= Rp 22,423.50
= Rp 58,208.75

13 1 m2 Pasang lantai keramik 20 x 20 cm

Bahan An. SNI ( Revisi ) 6.42.1
1.050 m2 Ubin keramik 20x20 cm Rp 140,000.00 = Rp 147,000.00
7.454 Kg Semen portland Rp 1,600.00 = Rp 11,926.24
3.926 Kg Kapur padam Rp 6,370.00 = Rp 25,009.26
0.042 m3 Pasir pasang Rp 431,000.00 = Rp 18,102.00
0.350 Kg Semen warna Rp 19,000.00 = Rp 6,650.00
= Rp 208,687.50
Upah An. SNI ( Revisi ) 6.42.2
0.250 Oh Pekerja Rp 101,000.00 = Rp 25,250.00
0.120 Oh Tukang batu Rp 127,000.00 = Rp 15,240.00
0.012 Oh Kepala tukang Rp 139,000.00 = Rp 1,668.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,812.50
= Rp 43,970.50
= Rp 252,658.00

66 1 m2 Pasang lantai keramik 25 x 25 cm

Bahan An. SNI ( Revisi ) 6.42.1
1.050 m2 Tegel keramik 25x25 cm Rp 160,000.00 = Rp 168,000.00
7.454 Kg Semen portland Rp 1,600.00 = Rp 11,926.24
3.926 Kg Kapur bubuk Rp 6,370.00 = Rp 25,009.26
0.042 m3 Pasir pasang Rp 431,000.00 = Rp 18,102.00
0.350 Kg Semen warna Rp 19,000.00 = Rp 6,650.00
Sub total : = Rp 229,687.50
Upah An. SNI ( Revisi ) 6.42.2
0.250 Oh Pekerja Rp 101,000.00 = Rp 25,250.00
0.120 Oh Tukang batu Rp 127,000.00 = Rp 15,240.00
0.012 Oh Kepala tukang Rp 139,000.00 = Rp 1,668.00
 0.013 Oh Mandor Rp 145,000.00 = Rp 1,812.50
Sub total : = Rp 43,970.50
Sub total : = Rp 273,658.00

14 1 m2 Pasang lantai keramik 30 x 30 cm

Bahan An. SNI ( Revisi ) 6.47.1
1.050 M2 Ubin keramik 30 x 30 Cm Rp 120,000.00 = Rp 126,000.00
7.454 Kg Semen portland Rp 1,600.00 = Rp 11,926.24
3.926 Kg Kapur bubuk Rp 6,370.00 = Rp 25,009.26
0.042 m3 Pasir pasang Rp 431,000.00 = Rp 18,102.00
0.300 Kg Semen warna Rp 19,000.00 = Rp 5,700.00
= Rp 186,737.50
Upah An. SNI ( Revisi ) 6.47.2
0.220 Oh Pekerja Rp 101,000.00 = Rp 22,220.00
0.120 Oh Tukang batu Rp 127,000.00 = Rp 15,240.00
0.012 Oh Kepala tukang Rp 139,000.00 = Rp 1,668.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,812.50
= Rp 40,940.50
= Rp 227,678.00

14 1 m2 Pasang lantai keramik 40 x 40 cm

Bahan An. SNI ( Revisi ) 6.47.1
1.050 M2 Ubin keramik 40 x 40 Cm Rp 135,000.00 = Rp 141,750.00
7.454 Kg Semen portland Rp 1,600.00 = Rp 11,926.24
3.926 Kg Kapur bubuk Rp 6,370.00 = Rp 25,009.26
0.042 m3 Pasir pasang Rp 431,000.00 = Rp 18,102.00
0.200 Kg Semen warna Rp 19,000.00 = Rp 3,800.00
= Rp 200,587.50
Upah An. SNI ( Revisi ) 6.47.2
0.220 Oh Pekerja Rp 101,000.00 = Rp 22,220.00
0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
0.012 Oh Kepala tukang Rp 139,000.00 = Rp 1,668.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,812.50
= Rp 38,400.50
= Rp 238,988.00

15 1 m1 Pasang lantai keramik 30 x 30 cm anti slip / Rock tile

Bahan An. SNI ( Revisi ) 6.48.1
1.050 M2 Ubin keramik 30x30 anti slip Rp 59,901.00 = Rp 62,896.05
7.454 Kg Semen portland Rp 1,600.00 = Rp 11,926.24
3.926 Kg Kapur bubuk Rp 6,370.00 = Rp 25,009.26
0.042 m3 Pasir pasang Rp 431,000.00 = Rp 18,102.00
0.300 Kg Semen warna Rp 19,000.00 = Rp 5,700.00
= Rp 123,633.55
Upah An. SNI ( Revisi ) 6.48.2
0.220 Oh Pekerja Rp 101,000.00 = Rp 22,220.00
0.120 Oh Tukang batu Rp 127,000.00 = Rp 15,240.00
0.012 Oh Kepala tukang Rp 139,000.00 = Rp 1,668.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,812.50
= Rp 40,940.50
= Rp 164,574.05

16 1 m2 Pasang lantai mosaik 30 x 30 cm.

Bahan An. SNI ( Revisi ) 6.51.1
1.050 m2 Mosaik 30x30cm Rp 80,000.00 = Rp 84,000.00
7.454 Kg Semen portland Rp 1,600.00 = Rp 11,926.24
3.926 Kg Kapur bubuk Rp 6,370.00 = Rp 25,009.26
0.042 m3 Pasir pasang Rp 431,000.00 = Rp 18,102.00
0.300 Kg Semen warna Rp 19,000.00 = Rp 5,700.00
= Rp 144,737.50
Upah An. SNI ( Revisi ) 6.51.2
 0.220 Oh Pekerja Rp 101,000.00 = Rp 22,220.00
0.120 Oh Tukang batu Rp 127,000.00 = Rp 15,240.00
0.012 Oh Kepala tukang Rp 139,000.00 = Rp 1,668.00
0.013 Oh Mandor Rp 145,000.00 = Rp 1,812.50
= Rp 40,940.50
= Rp 185,678.00

17 1 m2 Pasang lantai karpet 100% wool

Bahan An. SNI ( Revisi ) 6.52.1
1.050 m2 Feltex carpet 100% T-21 Rp 204,700.00 = Rp 214,935.00
0.350 Kg Lem vinyl Rp 69,000.00 = Rp 24,150.00
= Rp 239,085.00
Upah An. SNI ( Revisi ) 6.52.2
0.170 Oh Pekerja Rp 101,000.00 = Rp 17,170.00
0.170 Oh Tukang Rp 127,000.00 = Rp 21,590.00
0.017 Oh Kepala tukang Rp 139,000.00 = Rp 2,363.00
0.009 Oh Mandor Rp 145,000.00 = Rp 1,232.50
= Rp 42,355.50
= Rp 281,440.50

18 1 m2 Pasang lantai karpet 80% wool, 20% nylon

Bahan An. SNI ( Revisi ) 6.53.1
1.050 m2 Carpet 80% wool, 20% nylon Rp 380,000.00 = Rp 399,000.00
0.350 Kg Lem vinyl Rp 69,000.00 = Rp 24,150.00
= Rp 423,150.00
Upah An. SNI ( Revisi ) 6.53.2
0.170 Oh Pekerja Rp 101,000.00 = Rp 17,170.00
0.170 Oh Tukang Rp 127,000.00 = Rp 21,590.00
0.017 Oh Kepala tukang Rp 139,000.00 = Rp 2,363.00
0.009 Oh Mandor Rp 145,000.00 = Rp 1,232.50
= Rp 42,355.50
= Rp 465,505.50

19 1 m2 Pasang lantai parquet jati

Bahan An. SNI ( Revisi ) 6.56.1
1.050 m2 Parquet jati Rp 267,000.00 = Rp 280,350.00
0.600 Kg Lem vinyl Rp 69,000.00 = Rp 41,400.00
= Rp 321,750.00
Upah An. SNI ( Revisi ) 6.56.2
0.650 Oh Pekerja Rp 101,000.00 = Rp 65,650.00
0.350 Oh Tukang Rp 127,000.00 = Rp 44,450.00
0.035 Oh Kepala tukang Rp 139,000.00 = Rp 4,865.00
0.033 Oh Mandor Rp 145,000.00 = Rp 4,712.50
= Rp 119,677.50
= Rp 441,427.50

22 1 m2 Pasang dinding keramik 20 x 25 cm

Bahan An. SNI ( Revisi ) 6.69.1
1.050 M2 Keramik 20 x 25 cm Rp 114,000.00 = Rp 119,700.00
6.929 Kg Semen portland Rp 1,600.00 = Rp 11,085.60
2.372 Kg Kapur bubuk Rp 6,370.00 = Rp 15,106.46
0.018 m3 Pasir pasang Rp 431,000.00 = Rp 7,758.00
0.400 Kg Semen warna Rp 19,000.00 = Rp 7,600.00
= Rp 161,250.06
Upah An. SNI ( Revisi ) 6.69.2
0.248 Oh Pekerja Rp 101,000.00 = Rp 25,048.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 54,678.00
= Rp 215,928.06
23 1 m2 Pasang dinding keramik 20 x 35 cm
Bahan An. SNI ( Revisi ) 6.69.1
1.050 M2 Keramik 20 x 35 cm Rp 114,000.00 = Rp 119,700.00
6.929 Kg Semen portland Rp 1,600.00 = Rp 11,085.60
2.372 Kg Kapur bubuk Rp 6,370.00 = Rp 15,106.46
0.018 m3 Pasir pasang Rp 431,000.00 = Rp 7,758.00
0.250 Kg Semen warna Rp 19,000.00 = Rp 4,750.00
= Rp 158,400.06
Upah An. SNI ( Revisi ) 6.69.2
0.230 Oh Pekerja Rp 101,000.00 = Rp 23,230.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 52,860.00
= Rp 211,260.06

24 1 m2 Pasang dinding marmer

Bahan An. SNI ( Revisi ) 6.70.1
1.020 m2 Marmer Rp 710,000.00 = Rp 724,200.00
2.000 Bh Paku pancing 60x230 Rp 4,000.00 = Rp 8,000.00
12.440 Kg Semen portland Rp 1,600.00 = Rp 19,904.00
0.025 m3 Pasir pasang Rp 431,000.00 = Rp 10,775.00
0.400 Kg Semen warna Rp 19,000.00 = Rp 7,600.00
= Rp 770,479.00
Upah An. SNI ( Revisi ) 6.70.2
0.720 Oh Pekerja Rp 101,000.00 = Rp 72,720.00
0.650 Oh Tukang batu Rp 127,000.00 = Rp 82,550.00
0.065 Oh Kepala tukang Rp 139,000.00 = Rp 9,035.00
0.035 Oh Mandor Rp 145,000.00 = Rp 5,075.00
= Rp 169,380.00
= Rp 939,859.00

26 1 m2 Pasang dinding bata klinker 5 x 5 x 24 cm

Bahan An. SNI ( Revisi ) 6.72.1
1.050 M2 Bata pelapis klinker Rp 71,000.00 = Rp 74,550.00
12.440 Kg Semen portland Rp 1,600.00 = Rp 19,904.00
0.025 m3 Pasir pasang Rp 431,000.00 = Rp 10,775.00
= Rp 105,229.00
Upah An. SNI ( Revisi ) 6.72.2
0.220 Oh Pekerja Rp 101,000.00 = Rp 22,220.00
0.180 Oh Tukang batu Rp 127,000.00 = Rp 22,860.00
0.019 Oh Kepala tukang Rp 139,000.00 = Rp 2,641.00
0.012 Oh Mandor Rp 145,000.00 = Rp 1,740.00
= Rp 49,461.00
= Rp 154,690.00

27 1 m2 Pasang dinding batu paros

Bahan An. SNI ( Revisi ) 6.73.1
1.050 m2 Batu paros Rp 95,000.00 = Rp 99,750.00
11.750 Kg Semen portland Rp 1,600.00 = Rp 18,800.00
0.035 m3 Pasir pasang Rp 431,000.00 = Rp 15,085.00
= Rp 133,635.00
Upah An. SNI ( Revisi ) 6.73.2
0.220 Oh Pekerja Rp 101,000.00 = Rp 22,220.00
0.180 Oh Tukang batu Rp 127,000.00 = Rp 22,860.00
0.019 Oh Kepala tukang Rp 139,000.00 = Rp 2,641.00
0.012 Oh Mandor Rp 145,000.00 = Rp 1,740.00
= Rp 49,461.00
= Rp 183,096.00
 28 1 m2 Pasang dinding batu tempel hitam
Bahan An. SNI ( Revisi ) 6.74.1
1.050 m2 Batu tempel hitam Rp 78,000.00 = Rp 81,900.00
11.750 Kg Semen portland Rp 1,600.00 = Rp 18,800.00
0.035 m3 Pasir pasang Rp 431,000.00 = Rp 15,085.00
= Rp 115,785.00
Upah An. SNI ( Revisi ) 6.74.2
0.220 Oh Pekerja Rp 101,000.00 = Rp 22,220.00
0.180 Oh Tukang batu Rp 127,000.00 = Rp 22,860.00
0.019 Oh Kepala tukang Rp 139,000.00 = Rp 2,641.00
0.012 Oh Mandor Rp 145,000.00 = Rp 1,740.00
= Rp 49,461.00
= Rp 165,246.00

29 1 m2 Pasang lantai vinyl oscar / xsintetis 30 x 30 cm KL 1

Bahan An. SNI ( Revisi ) 6.75.1
11.050 Bh Vinyl oscar/sintetist 30x30 cm KL1 Rp 54,000.00 = Rp 596,700.00
0.350 Kg Lem vinyl Rp 69,000.00 = Rp 24,150.00
= Rp 620,850.00
Upah An. SNI ( Revisi ) 6.75.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.150 Oh Tukang Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,087.50
= Rp 37,372.50
= Rp 658,222.50

30 1 m2 Pasang lantai vinyl karet 30 x 30 cm

Bahan An. SNI ( Revisi ) 6.76.1
11.050 Bh Vinyl karet 30x30 cm Rp 80,000.00 = Rp 884,000.00
0.350 Kg Lem vinyl Rp 69,000.00 = Rp 24,150.00
= Rp 908,150.00
Upah An. SNI ( Revisi ) 6.76.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.150 Oh Tukang Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,087.50
= Rp 37,372.50
= Rp 945,522.50

78. 1 m2 Pasang lantai vinyl motif kembang 30 x 30 cm

Bahan An. SNI ( Revisi ) 6.78.1
11.050 Bh Vinyl mtf kembang 30x30 cm ex DN Rp 50,000.00 = Rp 552,500.00
0.350 Kg Lem vinyl Rp 69,000.00 = Rp 24,150.00
= Rp 576,650.00
Upah An. SNI ( Revisi ) 6.78.2
0.150 Oh Pekerja Rp 101,000.00 = Rp 15,150.00
0.150 Oh Tukang Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,087.50
= Rp 37,372.50
= Rp 614,022.50

PEKERJAAN PAVING STONE

1 1 m2 Pasang PAVING STONE Abu abu TYPE S.( DT -1 ) EX Dinoyo / UPS. tebal 6 Cm.
Bahan An. SNI ( Revisi )
36.000 Bj Paving type "S" Rp 1,722.22 = Rp 62,000.00
0.121 m3 Pasir urug 10 Cm. Rp 281,000.00 = Rp 34,001.00
= Rp 96,001.00
Upah An. SNI ( Revisi )
 0.248 Oh Pekerja Rp 101,000.00 = Rp 25,048.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 54,678.00
= Rp 150,679.00

2 1 m2 Pasang PAVING STONE Abu abu TYPE S.( DT -1 ) EX Dinoyo / UPS. tebal 8 Cm.
Bahan An. SNI ( Revisi )
36.000 Bj Paving type "S" Rp 2,972.22 = Rp 107,000.00
0.121 m3 Pasir urug 10 Cm. Rp 281,000.00 = Rp 34,001.00
= Rp 141,001.00
Upah An. SNI ( Revisi )
0.248 Oh Pekerja Rp 101,000.00 = Rp 25,048.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 54,678.00
= Rp 195,679.00

3 1 m2 Pasang PAVING STONE warna merah TYPE S.( DT -1 ) EX Dinoyo / UPS. tebal 6 Cm
Bahan An. SNI ( Revisi )
36.000 Bj Paving type "S" Rp 2,083.33 = Rp 75,000.00
0.121 m3 Pasir urug 10 Cm. Rp 281,000.00 = Rp 34,001.00
= Rp 109,001.00
Upah An. SNI ( Revisi )
0.248 Oh Pekerja Rp 101,000.00 = Rp 25,048.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 54,678.00
= Rp 163,679.00

4 1 m2 Pasang PAVING STONE warna merah TYPE S.( DT -1 ) EX Dinoyo / UPS. tebal 8 Cm
Bahan An. SNI ( Revisi )
36.000 Bj Paving type "S" Rp 3,333.33 = Rp 120,000.00
0.121 m3 Pasir urug 10 Cm. Rp 281,000.00 = Rp 34,001.00
= Rp 154,001.00
Upah An. SNI ( Revisi )
0.248 Oh Pekerja Rp 101,000.00 = Rp 25,048.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 54,678.00
= Rp 208,679.00

5 1 m2 Pasang PAVING STONE Abu abu TYPE tiga berlian EX Dinoyo / UPS. tebal 6 Cm
Bahan An. SNI ( Revisi )
35.000 Bj Paving type "Tiga berlian" Rp 2,300.00 = Rp 80,500.00
0.121 m3 Pasir urug 10 Cm. Rp 281,000.00 = Rp 34,001.00
= Rp 114,501.00
Upah An. SNI ( Revisi )
0.248 Oh Pekerja Rp 101,000.00 = Rp 25,048.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 54,678.00
= Rp 169,179.00

6 1 m2 Pasang PAVING STONE Abu abu TYPE tiga berlian EX Dinoyo / UPS. tebal 8 Cm
Bahan An. SNI ( Revisi )
 35.000 Bj Paving type "Tiga berlian" Rp 2,300.00 = Rp 80,500.00
0.121 m3 Pasir urug 10 Cm. Rp 281,000.00 = Rp 34,001.00
= Rp 114,501.00
Upah An. SNI ( Revisi )
0.248 Oh Pekerja Rp 101,000.00 = Rp 25,048.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 54,678.00
= Rp 169,179.00

7 1 m2 Pasang PAVING STONE Warna Merah TYPE tiga berlian EX Dinoyo / UPS. tebal 6 Cm
Bahan An. SNI ( Revisi )
35.000 Bj Paving type "Tiga berlian" Rp 2,300.00 = Rp 80,500.00
0.121 m3 Pasir urug 10 Cm. Rp 281,000.00 = Rp 34,001.00
= Rp 114,501.00
Upah An. SNI ( Revisi )
0.248 Oh Pekerja Rp 101,000.00 = Rp 25,048.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 54,678.00
= Rp 169,179.00

8 1 m2 Pasang PAVING STONE Warna Merah TYPE tiga berlian EX Dinoyo / UPS. tebal 8 Cm
Bahan An. SNI ( Revisi )
35.000 Bj Paving type "Tiga berlian" Rp 2,300.00 = Rp 80,500.00
0.121 m3 Pasir urug 10 Cm. Rp 281,000.00 = Rp 34,001.00
= Rp 114,501.00
Upah An. SNI ( Revisi )
0.248 Oh Pekerja Rp 101,000.00 = Rp 25,048.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 54,678.00
= Rp 169,179.00

9 1 m2 Pasang PAVING STONE Abu abu TYPE segi empat EX Dinoyo / UPS. tebal 6 Cm
Bahan An. SNI ( Revisi )
46.000 Bj Paving type "Segi empat" Rp 2,000.00 = Rp 92,000.00
0.121 m3 Pasir urug 10 Cm. Rp 281,000.00 = Rp 34,001.00
= Rp 126,001.00
Upah An. SNI ( Revisi )
0.248 Oh Pekerja Rp 101,000.00 = Rp 25,048.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 54,678.00
= Rp 180,679.00

10 1 m2 Pasang PAVING STONE Abu abu TYPE segi empat EX Dinoyo / UPS. tebal 8 Cm
Bahan An. SNI ( Revisi )
46.000 Bj Paving type "Ssgi empat" Rp 2,100.00 = Rp 96,600.00
0.121 m3 Pasir urug 10 Cm. Rp 281,000.00 = Rp 34,001.00
= Rp 130,601.00
Upah An. SNI ( Revisi )
0.248 Oh Pekerja Rp 101,000.00 = Rp 25,048.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 54,678.00
 = Rp 185,279.00

11 1 m2 Pasang PAVING STONE warna merah TYPE segi empat EX Dinoyo / UPS. tebal 8 Cm
Bahan An. SNI ( Revisi )
46.000 Bj Paving type "Ssgi empat" Rp 2,700.00 = Rp 124,200.00
0.121 m3 Pasir urug 10 Cm. Rp 281,000.00 = Rp 34,001.00
= Rp 158,201.00
Upah An. SNI ( Revisi )
0.248 Oh Pekerja Rp 101,000.00 = Rp 25,048.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 54,678.00
= Rp 212,879.00

12 1 m2 Pasang PAVING STONE Warna merah TYPE segi enam EX Dinoyo / UPS. tebal 6 Cm
Bahan An. SNI ( Revisi )
26.000 Bj Paving type "Ssgi ENAM" Rp 2,400.00 = Rp 62,400.00
0.121 m3 Pasir urug 10 Cm. Rp 281,000.00 = Rp 34,001.00
= Rp 96,401.00
Upah An. SNI ( Revisi )
0.248 Oh Pekerja Rp 101,000.00 = Rp 25,048.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 54,678.00
= Rp 151,079.00

13 1 m2 Pasang PAVING STONE Warna merah TYPE segi enam EX Dinoyo / UPS. tebal 8 Cm
Bahan An. SNI ( Revisi )
26.000 Bj Paving type "Ssgi ENAM" Rp 2,500.00 = Rp 65,000.00
0.121 m3 Pasir urug 10 Cm. Rp 281,000.00 = Rp 34,001.00
= Rp 99,001.00
Upah An. SNI ( Revisi )
0.248 Oh Pekerja Rp 101,000.00 = Rp 25,048.00
0.200 Oh Tukang batu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
= Rp 54,678.00
= Rp 153,679.00

PEKERJAAN KANSTIN / SKERB.

1 1 m1 Pasang KANSTIN / SKERB Model lengkung Uk. 50 x 18 x 30 Cm.

Bahan An. SNI ( Revisi )
2.000 Bj Skreb lengkung Rp 62,800.00 = Rp 125,600.00
0.050 m3 Pasir pasang Rp 431,000.00 = Rp 21,550.00
1.000 Ls Spesi utk sambungan Rp 56,000.00 = Rp 56,000.00
= Rp 203,150.00
Upah An. SNI ( Revisi )
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.150 Oh Tukang batu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 42,495.00
= Rp 245,645.00

1 1 m1 Pasang KANSTIN / SKERB Model lurus Uk. 8 x 40 x 20 Cm.

Bahan An. SNI ( Revisi )
2.500 Bj skerb" Rp 16,400.00 = Rp 41,000.00
0.030 m3 Pasir pasang Rp 431,000.00 = Rp 12,930.00
 1.000 Ls Spesi utk sambungan Rp 56,000.00 = Rp 56,000.00
= Rp 109,930.00
Upah An. SNI ( Revisi )
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.150 Oh Tukang batu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 42,495.00
= Rp 152,425.00

PEKERJAAN GEBALAN RUMPUT

1 1 m2 Penanaman Rumput LAMUR.

Bahan An. SNI ( Revisi )
1.000 m2 Rumput lamur Rp 25,000.00 = Rp 25,000.00
0.030 m3 Tnh humus + pupuk kandang Rp 12,500.00 = Rp 375.00
= Rp 25,375.00
Upah An. SNI ( Revisi )
0.060 Oh Pekerja Rp 101,000.00 = Rp 6,060.00
0.015 Oh Tukang batu Rp 127,000.00 = Rp 1,905.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 9,125.00
= Rp 34,500.00

2 1 m2 Penanaman Rumput GAJAH.

Bahan An. SNI ( Revisi )
1.000 m2 Rumput gajah. Rp 26,000.00 = Rp 26,000.00
0.030 m3 Tnh humus + pupuk kandang Rp 12,500.00 = Rp 375.00
= Rp 26,375.00
Upah An. SNI ( Revisi )
0.060 Oh Pekerja Rp 101,000.00 = Rp 6,060.00
0.015 Oh Tukang batu Rp 127,000.00 = Rp 1,905.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 9,125.00
= Rp 35,500.00

3 1 m2 Penanaman Rumput JEPANG.

Bahan An. SNI ( Revisi )
1.000 m2 Rumput jepang. Rp 35,000.00 = Rp 35,000.00
0.030 m3 Tnh humus + pupuk kandang Rp 12,500.00 = Rp 375.00
= Rp 35,375.00
Upah An. SNI ( Revisi )
0.060 Oh Pekerja Rp 101,000.00 = Rp 6,060.00
0.015 Oh Tukang batu Rp 127,000.00 = Rp 1,905.00
0.008 Oh Mandor Rp 145,000.00 = Rp 1,160.00
= Rp 9,125.00
= Rp 44,500.00

PEKERJAAN KUNCI DAN KACA

1. 1 buah pasang kunci tanam antik

Bahan An. SNI ( Revisi ) 6.1.1
1.000 Bh Kunci tanam antik Rp 255,000.00 = Rp 255,000.00
= Rp 255,000.00
Upah An. SNI ( Revisi ) 6.1.2
0.060 Oh Pekerja Rp 101,000.00 = Rp 6,060.00
0.600 Oh Tukang kayu Rp 127,000.00 = Rp 76,200.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.005 Oh Mandor Rp 145,000.00 = Rp 725.00
= Rp 91,325.00
= Rp 346,325.00
2. 1 buah pasang kunci tanam biasa 2 X PUTAR.
Bahan An. SNI ( Revisi ) 6.2.1
1.000 Bh Kunci tanam biasa Rp 145,000.00 = Rp 145,000.00
= Rp 145,000.00
Upah An. SNI ( Revisi ) 6.2.2
0.060 Oh Pekerja Rp 101,000.00 = Rp 6,060.00
0.600 Oh Tukang kayu Rp 127,000.00 = Rp 76,200.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.005 Oh Mandor Rp 145,000.00 = Rp 725.00
= Rp 91,325.00
= Rp 236,325.00

3. 1 buah pasang kunci tanam KM/WC

Bahan An. SNI ( Revisi ) 6.3.1
1.000 Bh Kunci tanam KM/WC Rp 100,000.00 = Rp 100,000.00
= Rp 100,000.00
Upah An. SNI ( Revisi ) 6.3.2
0.005 Oh Pekerja Rp 101,000.00 = Rp 505.00
0.500 Oh Tukang kayu Rp 127,000.00 = Rp 63,500.00
0.005 Oh Kepala tukang Rp 139,000.00 = Rp 695.00
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
= Rp 65,062.50
= Rp 165,062.50

4. 1 buah pasang kunci silinder

Bahan An. SNI ( Revisi ) 6.4.1
1.000 Bh Kunci silinder Rp 167,000.00 = Rp 167,000.00
= Rp 167,000.00
Upah An. SNI ( Revisi ) 6.4.2
0.005 Oh Pekerja Rp 101,000.00 = Rp 505.00
0.500 Oh Tukang kayu Rp 127,000.00 = Rp 63,500.00
0.005 Oh Kepala tukang Rp 139,000.00 = Rp 695.00
0.000 Oh Mandor Rp 145,000.00 = Rp 36.25
= Rp 64,736.25
= Rp 231,736.25

5. 1 buah pasang engsel pintu

Bahan An. SNI ( Revisi ) 6.5.1
1.000 Bh Engsel pintu Rp 48,000.00 = Rp 48,000.00
= Rp 48,000.00
Upah An. SNI ( Revisi ) 6.5.2
0.015 Oh Pekerja Rp 101,000.00 = Rp 1,515.00
0.150 Oh Tukang kayu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.001 Oh Mandor Rp 145,000.00 = Rp 108.75
= Rp 22,758.75
= Rp 70,758.75

6. 1 buah pasang engsel jendela kupu-kupu

Bahan An. SNI ( Revisi ) 6.6.1
1.000 Bh Engsel jendela Rp 28,000.00 = Rp 28,000.00
= Rp 28,000.00
Upah An. SNI ( Revisi ) 6.6.2
0.010 Oh Pekerja Rp 101,000.00 = Rp 1,010.00
0.100 Oh Tukang kayu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.001 Oh Mandor Rp 145,000.00 = Rp 72.50
= Rp 15,172.50
= Rp 43,172.50
7. 1 buah pasang engsel angin
Bahan An. SNI ( Revisi ) 6.7.1
1.000 Bh Engsel angin Rp 13,000.00 = Rp 13,000.00
= Rp 13,000.00
Upah An. SNI ( Revisi ) 6.7.2
0.010 Oh Pekerja Rp 101,000.00 = Rp 1,010.00
0.100 Oh Tukang kayu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.001 Oh Mandor Rp 145,000.00 = Rp 72.50
= Rp 15,172.50
= Rp 28,172.50

8 1 buah pasang kait angin sikutan YANG BAIK

Bahan An. SNI ( Revisi ) 6.9.1
1.000 Bh Kait angin Rp 33,000.00 = Rp 33,000.00
= Rp 33,000.00
Upah An. SNI ( Revisi ) 6.9.2
0.015 Oh Pekerja Rp 101,000.00 = Rp 1,515.00
0.150 Oh Tukang kayu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.001 Oh Mandor Rp 145,000.00 = Rp 108.75
= Rp 22,758.75
= Rp 55,758.75

9 1 buah pasang door closer

Bahan An. SNI ( Revisi ) 6.10.1
1.000 Bh Door closer Rp 438,000.00 = Rp 438,000.00
= Rp 438,000.00
Upah An. SNI ( Revisi ) 6.10.2
0.050 Oh Pekerja Rp 101,000.00 = Rp 5,050.00
0.500 Oh Tukang kayu Rp 127,000.00 = Rp 63,500.00
0.050 Oh Kepala tukang Rp 139,000.00 = Rp 6,950.00
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
= Rp 75,862.50
= Rp 513,862.50

10 1 buah pasang kunci selot kuningan panjang 25 Cm

Bahan An. SNI ( Revisi ) 6.11.1
1.000 Bh Kunci selot Rp 247,000.00 = Rp 247,000.00
= Rp 247,000.00
Upah An. SNI ( Revisi ) 6.11.2
0.020 Oh Pekerja Rp 101,000.00 = Rp 2,020.00
0.200 Oh Tukang kayu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.001 Oh Mandor Rp 145,000.00 = Rp 145.00
= Rp 30,345.00
= Rp 277,345.00

11 1 buah pasang kunci selot kuningan panjang 15 Cm

Bahan An. SNI ( Revisi ) 6.11.1
1.000 Bh Kunci selot Rp 200,000.00 = Rp 200,000.00
= Rp 200,000.00
Upah An. SNI ( Revisi ) 6.11.2
0.020 Oh Pekerja Rp 101,000.00 = Rp 2,020.00
0.200 Oh Tukang kayu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.001 Oh Mandor Rp 145,000.00 = Rp 145.00
= Rp 30,345.00
= Rp 230,345.00

12 1 buah pasang kunci selot hitam panjang 25 Cm

 Bahan An. SNI ( Revisi ) 6.11.1
1.000 Bh Kunci selot Rp 247,000.00 = Rp 247,000.00
= Rp 247,000.00
Upah An. SNI ( Revisi ) 6.11.2
0.020 Oh Pekerja Rp 101,000.00 = Rp 2,020.00
0.200 Oh Tukang kayu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.001 Oh Mandor Rp 145,000.00 = Rp 145.00
= Rp 30,345.00
= Rp 277,345.00

13 1 buah pasang kunci selot hitam panjang 15 Cm

Bahan An. SNI ( Revisi ) 6.11.1
1.000 Bh Kunci selot Rp 200,000.00 = Rp 200,000.00
= Rp 200,000.00
Upah An. SNI ( Revisi ) 6.11.2
0.020 Oh Pekerja Rp 101,000.00 = Rp 2,020.00
0.200 Oh Tukang kayu Rp 127,000.00 = Rp 25,400.00
0.020 Oh Kepala tukang Rp 139,000.00 = Rp 2,780.00
0.001 Oh Mandor Rp 145,000.00 = Rp 145.00
= Rp 30,345.00
= Rp 230,345.00

14 1 buah pasang pegangan pintu/door holder

Bahan An. SNI ( Revisi ) 6.12.1
1.000 Bh Door holder Rp 208,000.00 = Rp 208,000.00
= Rp 208,000.00
Upah An. SNI ( Revisi ) 6.12.2
0.050 Oh Pekerja Rp 101,000.00 = Rp 5,050.00
0.500 Oh Tukang kayu Rp 127,000.00 = Rp 63,500.00
0.050 Oh Kepala tukang Rp 139,000.00 = Rp 6,950.00
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
= Rp 75,862.50
= Rp 283,862.50

15 1 buah pasang door stop

Bahan An. SNI ( Revisi ) 6.13.1
1.000 Bh Door stop Rp 61,000.00 = Rp 61,000.00
= Rp 61,000.00
Upah An. SNI ( Revisi ) 6.13.2
0.010 Oh Pekerja Rp 101,000.00 = Rp 1,010.00
0.100 Oh Tukang kayu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.001 Oh Mandor Rp 145,000.00 = Rp 72.50
= Rp 15,172.50
= Rp 76,172.50

16 1 buah pasang rel pintu dorong

Bahan An. SNI ( Revisi ) 6.14.1
1.000 Bh Rel pintu dorong Rp 497,000.00 = Rp 497,000.00
= Rp 497,000.00
Upah An. SNI ( Revisi ) 6.14.2
0.060 Oh Pekerja Rp 101,000.00 = Rp 6,060.00
0.600 Oh Tukang kayu Rp 127,000.00 = Rp 76,200.00
0.060 Oh Kepala tukang Rp 139,000.00 = Rp 8,340.00
0.003 Oh Mandor Rp 145,000.00 = Rp 435.00
= Rp 91,035.00
= Rp 588,035.00

17 1 buah pasang kunci lemari

Bahan An. SNI ( Revisi ) 6.15.1
 1.000 Bh Kunci lemari Rp 35,000.00 = Rp 35,000.00
= Rp 35,000.00
Upah An. SNI ( Revisi ) 6.15.2
0.025 Oh Pekerja Rp 101,000.00 = Rp 2,525.00
0.250 Oh Tukang kayu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.001 Oh Mandor Rp 145,000.00 = Rp 181.25
= Rp 37,931.25
= Rp 72,931.25

18 1 m2 pasang kaca, tebal 3 mm

Bahan An. SNI ( Revisi ) 6.16.1
1.100 m2 Kaca tebal 3 mm Rp 142,000.00 = Rp 156,200.00
= Rp 156,200.00
Upah An. SNI ( Revisi ) 6.16.2
0.015 Oh Pekerja Rp 101,000.00 = Rp 1,515.00
0.150 Oh Tukang kayu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.001 Oh Mandor Rp 145,000.00 = Rp 108.75
= Rp 22,758.75
= Rp 178,958.75

19 1 m2 pasang kaca, tebal 5 mm

Bahan An. SNI ( Revisi ) 6.17.1
1.100 m2 Kaca tebal 5 mm Rp 151,000.00 = Rp 166,100.00
= Rp 166,100.00
Upah An. SNI ( Revisi ) 6.17.2
0.015 Oh Pekerja Rp 101,000.00 = Rp 1,515.00
0.150 Oh Tukang kayu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.001 Oh Mandor Rp 145,000.00 = Rp 108.75
= Rp 22,758.75
= Rp 188,858.75

20 1 m2 pasang kaca, tebal 8 mm

Bahan An. SNI ( Revisi ) 6.18.1
1.100 m2 Kaca tebal 8 mm Rp 241,000.00 = Rp 265,100.00
= Rp 265,100.00
Upah An. SNI ( Revisi ) 6.18.2
0.015 Oh Pekerja Rp 101,000.00 = Rp 1,515.00
0.150 Oh Tukang kayu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.001 Oh Mandor Rp 145,000.00 = Rp 108.75
= Rp 22,758.75
= Rp 287,858.75

21 1 m2 pasang kaca buram, tebal 5 mm

Bahan An. SNI ( Revisi ) 6.19.1
1.100 m2 Kaca buram Rp 415,000.00 = Rp 456,500.00
= Rp 456,500.00
Upah An. SNI ( Revisi ) 6.19.2
0.025 Oh Pekerja Rp 101,000.00 = Rp 2,525.00
0.250 Oh Tukang kayu Rp 127,000.00 = Rp 31,750.00
0.025 Oh Kepala tukang Rp 139,000.00 = Rp 3,475.00
0.001 Oh Mandor Rp 145,000.00 = Rp 181.25
= Rp 37,931.25
= Rp 494,431.25

22 1 m2 pasang kaca cermin, tebal 5 mm

Bahan An. SNI ( Revisi ) 6.20.1
1.100 m2 Kaca cermin Rp 427,000.00 = Rp 469,700.00
 = Rp 469,700.00
Upah An. SNI ( Revisi ) 6.20.2
0.015 Oh Pekerja Rp 101,000.00 = Rp 1,515.00
0.150 Oh Tukang kayu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.001 Oh Mandor Rp 145,000.00 = Rp 108.75
= Rp 22,758.75
= Rp 492,458.75

23 1 m2 pasang kaca cermin, tebal 6 mm

Bahan An. SNI ( Revisi ) 6.21.1
1.100 m2 Kaca cermin Rp 450,000.00 = Rp 495,000.00
= Rp 495,000.00
Upah An. SNI ( Revisi ) 6.21.2
0.015 Oh Pekerja Rp 101,000.00 = Rp 1,515.00
0.150 Oh Tukang kayu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.001 Oh Mandor Rp 145,000.00 = Rp 108.75
= Rp 22,758.75
= Rp 517,758.75

24 1 m2 pasang kaca painting / gambar, tebal 5 mm

Bahan An. SNI ( Revisi ) 6.23.1
1.100 m2 Kaca wireglass Rp 700,000.00 = Rp 770,000.00
= Rp 770,000.00
Upah An. SNI ( Revisi ) 6.23.2
0.015 Oh Pekerja Rp 101,000.00 = Rp 1,515.00
0.150 Oh Tukang kayu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.001 Oh Mandor Rp 145,000.00 = Rp 108.75
= Rp 22,758.75
= Rp 792,758.75

25 1 m2 pasang kaca patri, tebal 5 mm

Bahan An. SNI ( Revisi ) 6.24.1
1.100 m2 Kaca patri Rp 1,051,000.00 = Rp 1,156,100.00
= Rp 1,156,100.00
Upah An. SNI ( Revisi ) 6.24.2
0.015 Oh Pekerja Rp 101,000.00 = Rp 1,515.00
0.150 Oh Tukang kayu Rp 127,000.00 = Rp 19,050.00
0.015 Oh Kepala tukang Rp 139,000.00 = Rp 2,085.00
0.001 Oh Mandor Rp 145,000.00 = Rp 108.75
= Rp 22,758.75
= Rp 1,178,858.75

PEKERJAAN SANITAIR

1. Memasang 1 buah kloset duduk/monoblok

Bahan An. SNI ( Revisi ) 6.1.1
1.000 Bh Kloset duduk/monoblok Rp 2,004,000.00 = Rp 2,004,000.00
6.000 % Perlengkapan CLOSED = Rp 120,240.00
= Rp 2,124,240.00
Upah An. SNI ( Revisi ) 6.1.2
3.300 Oh Pekerja Rp 101,000.00 = Rp 333,300.00
1.100 Oh Tukang batu Rp 127,000.00 = Rp 139,700.00
0.001 Oh Kepala tukang Rp 139,000.00 = Rp 139.00
0.160 Oh Mandor Rp 145,000.00 = Rp 23,200.00
= Rp 496,339.00
= Rp 2,620,579.00

2. Memasang 1 buah kloset jongkok porselen

 Bahan An. SNI ( Revisi ) 6.2.1
1.000 Bh Kloset jongkok porselen Rp 199,000.00 = Rp 199,000.00
6.000 Kg Semen portland Rp 1,600.00 = Rp 9,600.00
0.010 m3 Pasir pasang Rp 431,000.00 = Rp 4,310.00
= Rp 212,910.00
Upah An. SNI ( Revisi ) 6.2.2
1.000 Oh Pekerja Rp 101,000.00 = Rp 101,000.00
1.500 Oh Tukang batu Rp 127,000.00 = Rp 190,500.00
0.150 Oh Kepala tukang Rp 139,000.00 = Rp 20,850.00
0.160 Oh Mandor Rp 145,000.00 = Rp 23,200.00
= Rp 335,550.00
= Rp 548,460.00

3. Memasang 1 buah kloset jongkok teraso

Bahan An. SNI ( Revisi ) 6.3.1
1.000 Bh Kloset jongkok teraso Rp 388,000.00 = Rp 388,000.00
7.000 Bh Bata merah 5 x 11 x 22 Rp 1,300.00 = Rp 9,100.00
6.000 Kg Semen portland Rp 1,600.00 = Rp 9,600.00
0.010 m3 Pasir pasang Rp 431,000.00 = Rp 4,310.00
= Rp 411,010.00
Upah An. SNI ( Revisi ) 6.3.2
1.000 Oh Pekerja Rp 101,000.00 = Rp 101,000.00
1.500 Oh Tukang batu Rp 127,000.00 = Rp 190,500.00
0.300 Oh Kepala tukang Rp 139,000.00 = Rp 41,700.00
0.110 Oh Mandor Rp 145,000.00 = Rp 15,950.00
= Rp 349,150.00
= Rp 760,160.00

4. Memasang 1 buah urinoir

Bahan An. SNI ( Revisi ) 6.4.1
1.000 Bh Urinoir Rp 2,776,000.00 = Rp 2,776,000.00
30.000 % Perlengkapan urinoir Rp 832,800.00
6.000 Kg Semen portland Rp 1,600.00 = Rp 9,600.00
0.010 m3 Pasir pasang Rp 431,000.00 = Rp 4,310.00
= Rp 3,622,710.00
Upah An. SNI ( Revisi ) 6.4.2
1.000 Oh Pekerja Rp 101,000.00 = Rp 101,000.00
1.000 Oh Tukang batu Rp 127,000.00 = Rp 127,000.00
0.100 Oh Kepala tukang Rp 139,000.00 = Rp 13,900.00
0.100 Oh Mandor Rp 145,000.00 = Rp 14,500.00
= Rp 256,400.00
= Rp 3,879,110.00

5. Memasang 1 buah wastafel

Bahan An. SNI ( Revisi ) 6.5.1
1.000 Bh Wastafel Rp 974,000.00 = Rp 974,000.00
12.000 % Perlengkapan washtafel = Rp 116,880.00
6.000 Kg Semen portland Rp 1,600.00 = Rp 9,600.00
0.010 m3 Pasir pasang Rp 431,000.00 = Rp 4,310.00
= Rp 1,104,790.00
Upah An. SNI ( Revisi ) 6.5.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
1.450 Oh Tukang batu Rp 127,000.00 = Rp 184,150.00
0.150 Oh Kepala tukang Rp 139,000.00 = Rp 20,850.00
0.100 Oh Mandor Rp 145,000.00 = Rp 14,500.00
= Rp 239,700.00
= Rp 1,344,490.00

6. Memasang 1 buah bak mandi teraso volume 0.3 m3

Bahan An. SNI ( Revisi ) 6.6.1
1.000 Bh Bak teraso Rp 750,000.00 = Rp 750,000.00
 6.000 Kg Semen portland Rp 1,600.00 = Rp 9,600.00
0.010 m3 Pasir pasang Rp 431,000.00 = Rp 4,310.00
= Rp 763,910.00
Upah An. SNI ( Revisi ) 6.6.2
2.100 Oh Pekerja Rp 101,000.00 = Rp 212,100.00
0.750 Oh Tukang batu Rp 127,000.00 = Rp 95,250.00
0.070 Oh Kepala tukang Rp 139,000.00 = Rp 9,730.00
0.110 Oh Mandor Rp 145,000.00 = Rp 15,950.00
= Rp 333,030.00
= Rp 1,096,940.00

7. Memasang 1 buah bak mandi fiberglass volume 0.3 m3

Bahan An. SNI ( Revisi ) 6.7.1
1.000 Bh Bak fiberglass Rp 1,011,000.00 = Rp 1,011,000.00
18.000 % Perlengkapan bak fiber = Rp 181,980.00
= Rp 1,192,980.00
Upah An. SNI ( Revisi ) 6.7.2
1.800 Oh Pekerja Rp 101,000.00 = Rp 181,800.00
2.700 Oh Tukang batu Rp 127,000.00 = Rp 342,900.00
0.540 Oh Kepala tukang Rp 139,000.00 = Rp 75,060.00
0.110 Oh Mandor Rp 145,000.00 = Rp 15,950.00
= Rp 615,710.00
= Rp 1,808,690.00

8. Memasang 1 buah bak mandi batu bata volume 0.3 m3

Bahan An. SNI ( Revisi ) 6.8.1
0.400 m3 Batu bata Rp 107,900.00 = Rp 43,160.00
120.000 Kg Semen portland Rp 1,600.00 = Rp 192,000.00
0.300 m3 Pasir pasang Rp 431,000.00 = Rp 129,300.00
360.000 Bh Porselen ( 11x11 ) cm Rp 1,600.00 = Rp 576,000.00
6.000 Kg Semen nat Rp 22,000.00 = Rp 132,000.00
= Rp 1,072,460.00
Upah An. SNI ( Revisi ) 6.8.2
6.000 Oh Pekerja Rp 101,000.00 = Rp 606,000.00
3.000 Oh Tukang batu Rp 127,000.00 = Rp 381,000.00
0.300 Oh Kepala tukang Rp 139,000.00 = Rp 41,700.00
0.300 Oh Mandor Rp 145,000.00 = Rp 43,500.00
= Rp 1,072,200.00
= Rp 2,144,660.00

9. Memasang 1 buah badtub porselen KIA ; INA ; Toto

Bahan An. SNI ( Revisi ) 6.9.1
1.000 m3 Badkip Rp 2,920,000.00 = Rp 2,920,000.00
20.000 % Perlengkapan badkip = Rp 584,000.00
= Rp 3,504,000.00
Upah An. SNI ( Revisi ) 6.9.2
0.750 Oh Pekerja Rp 101,000.00 = Rp 75,750.00
0.075 Oh Tukang batu Rp 127,000.00 = Rp 9,525.00
0.750 Oh Kepala tukang Rp 139,000.00 = Rp 104,250.00
0.250 Oh Mandor Rp 145,000.00 = Rp 36,250.00
= Rp 225,775.00
= Rp 3,729,775.00

9. Memasang 1 buah badtub fiber glass.

Bahan An. SNI ( Revisi ) 6.9.1
1.000 m3 Badkip Rp 2,400,000.00 = Rp 2,400,000.00
20.000 % Perlengkapan badkip = Rp 480,000.00
= Rp 2,880,000.00
Upah An. SNI ( Revisi ) 6.9.2
0.750 Oh Pekerja Rp 101,000.00 = Rp 75,750.00
0.075 Oh Tukang batu Rp 127,000.00 = Rp 9,525.00
 0.750 Oh Kepala tukang Rp 139,000.00 = Rp 104,250.00
0.250 Oh Mandor Rp 145,000.00 = Rp 36,250.00
= Rp 225,775.00
= Rp 3,105,775.00

10. Membuat 1 buah bak beton volume 1 m3 air

Bahan An. SNI ( Revisi ) 6.10.1
0.900 m3 Beton 1 : 1.5 : 2.5 Rp 1,236,000.00 = Rp 1,112,400.00
180.000 Kg Besi beton Rp 13,000.00 = Rp 2,340,000.00
0.250 m3 Kayu cetakan Rp 1,484,000.00 = Rp 371,000.00
5.000 m2 Keramic 20 x 25 Rp 5,700.00 = Rp 28,500.00
1.000 Ls Perlengkapan Rp 50,000.00 = Rp 50,000.00
= Rp 3,901,900.00
Upah An. SNI ( Revisi ) 6.10.2
3.500 Oh Pekerja Rp 101,000.00 = Rp 353,500.00
4.500 Oh Tukang batu Rp 127,000.00 = Rp 571,500.00
0.900 Oh Kepala tukang Rp 139,000.00 = Rp 125,100.00
0.900 Oh Mandor Rp 145,000.00 = Rp 130,500.00
= Rp 1,180,600.00
= Rp 5,082,500.00

11. Memasang 1 buah bak mandi fiberglass volume 1 m3 air

Bahan An. SNI ( Revisi ) 6.11.1
1.000 Bh Bak fiberglass Rp 407,000.00 = Rp 407,000.00
12.000 % Perlengkapan bak fiber = Rp 48,840.00
= Rp 455,840.00
Upah An. SNI ( Revisi ) 6.11.2
3.000 Oh Pekerja Rp 101,000.00 = Rp 303,000.00
4.500 Oh Tukang batu Rp 127,000.00 = Rp 571,500.00
0.900 Oh Kepala tukang Rp 139,000.00 = Rp 125,100.00
0.900 Oh Mandor Rp 145,000.00 = Rp 130,500.00
= Rp 1,130,100.00
= Rp 1,585,940.00

14. Memasang 1 m' pipa beton, Ø 15 - 20 cm

Bahan An. SNI ( Revisi ) 6.14.1
1.100 Bh Pipa beton Rp 95,000.00 = Rp 104,500.00
0.027 m3 Batu bata Rp 107,900.00 = Rp 2,913.30
3.920 Kg Semen portland Rp 1,600.00 = Rp 6,272.00
0.065 m3 Pasir pasang Rp 431,000.00 = Rp 28,015.00
0.024 m3 Pasir urug Rp 281,000.00 = Rp 6,744.00
= Rp 148,444.30
Upah An. SNI ( Revisi ) 6.14.2
0.140 Oh Pekerja Rp 101,000.00 = Rp 14,140.00
0.070 Oh Tukang batu Rp 127,000.00 = Rp 8,890.00
0.007 Oh Kepala tukang Rp 139,000.00 = Rp 973.00
0.007 Oh Mandor Rp 145,000.00 = Rp 1,015.00
= Rp 25,018.00
= Rp 173,462.30

15. Memasang 1 m' pipa beton, Ø 30 - 100 cm

Bahan An. SNI ( Revisi ) 6.15.1
1.100 Bh Pipa beton Rp 126,000.00 = Rp 138,600.00
0.550 m3 Batu bata Rp 107,900.00 = Rp 59,345.00
10.300 Kg Semen portland Rp 1,600.00 = Rp 16,480.00
0.061 m3 Pasir pasang Rp 431,000.00 = Rp 26,291.00
0.069 m3 Pasir urug Rp 281,000.00 = Rp 19,389.00
= Rp 260,105.00
Upah An. SNI ( Revisi ) 6.15.2
0.380 Oh Pekerja Rp 101,000.00 = Rp 38,380.00
0.190 Oh Tukang batu Rp 127,000.00 = Rp 24,130.00
 0.019 Oh Kepala tukang Rp 139,000.00 = Rp 2,641.00
0.019 Oh Mandor Rp 145,000.00 = Rp 2,755.00
= Rp 67,906.00
= Rp 328,011.00

16. Memasang 1 buah bak kontrol pas. batu bata ( 30x30 ) cm, tinggi 35 cm
Bahan An. SNI ( Revisi ) 6.16.1
0.145 m3 Batu bata Rp 107,900.00 = Rp 15,645.50
44.000 Kg Semen portland Rp 1,600.00 = Rp 70,400.00
0.070 m3 Pasir pasang Rp 431,000.00 = Rp 30,170.00
0.070 m3 Batu kerikil Rp 346,000.00 = Rp 24,220.00
1.600 Kg Besi beton Rp 13,000.00 = Rp 20,800.00
0.060 m3 Pasir beton Rp 431,000.00 = Rp 25,860.00
= Rp 187,095.50
Upah An. SNI ( Revisi ) 6.16.2
0.167 Oh Pekerja Rp 101,000.00 = Rp 16,833.33
1.015 Oh Tukang batu Rp 127,000.00 = Rp 128,905.00
0.002 Oh Kepala tukang Rp 139,000.00 = Rp 208.50
0.016 Oh Mandor Rp 145,000.00 = Rp 2,320.00
= Rp 148,266.83
= Rp 335,362.33

17. Memasang 1 buah bak kontrol pas. batu bata ( 45x45 ) cm, tinggi 50 cm
Bahan An. SNI ( Revisi ) 6.17.1
0.250 m3 Batu bata Rp 107,900.00 = Rp 26,975.00
77.000 Kg Semen portland Rp 1,600.00 = Rp 123,200.00
0.130 m3 Pasir pasang Rp 431,000.00 = Rp 56,030.00
0.020 m3 Batu kerikil Rp 346,000.00 = Rp 6,920.00
2.600 Kg Besi beton Rp 13,000.00 = Rp 33,800.00
0.090 m3 Pasir beton Rp 431,000.00 = Rp 38,790.00
= Rp 285,715.00
Upah An. SNI ( Revisi ) 6.17.2
1.420 Oh Pekerja Rp 101,000.00 = Rp 143,420.00
0.470 Oh Tukang batu Rp 127,000.00 = Rp 59,690.00
0.047 Oh Kepala tukang Rp 139,000.00 = Rp 6,533.00
0.071 Oh Mandor Rp 145,000.00 = Rp 10,295.00
= Rp 219,938.00
= Rp 505,653.00

18. Memasang 1 buah bak kontrol pas. batu bata ( 60x60 ) cm, tinggi 65 cm
Bahan An. SNI ( Revisi ) 6.18.1
0.371 m3 Batu bata Rp 107,900.00 = Rp 40,030.90
114.000 Kg Semen portland Rp 1,600.00 = Rp 182,400.00
0.184 m3 Pasir pasang Rp 431,000.00 = Rp 79,304.00
0.033 m3 Batu kerikil Rp 346,000.00 = Rp 11,418.00
4.850 Kg Besi beton Rp 13,000.00 = Rp 63,050.00
0.120 m3 Pasir beton Rp 431,000.00 = Rp 51,720.00
= Rp 427,922.90
Upah An. SNI ( Revisi ) 6.18.2
2.160 Oh Pekerja Rp 101,000.00 = Rp 218,160.00
0.720 Oh Tukang batu Rp 127,000.00 = Rp 91,440.00
0.072 Oh Kepala tukang Rp 139,000.00 = Rp 10,008.00
0.108 Oh Mandor Rp 145,000.00 = Rp 15,660.00
0.100 Oh Tukang gali Rp 127,000.00 = Rp 12,700.00
= Rp 347,968.00
= Rp 775,890.90

19. Memasang 1 m' pipa galvanis ø 1/2"

Bahan An. SNI ( Revisi ) 6.19.1
1.200 m' Pipa galvanis Rp 39,000.00 = Rp 46,800.00
35.000 % Perlengkapan = Rp 13,650.00
 = Rp 60,450.00
Upah An. SNI ( Revisi ) 6.19.2
0.054 Oh Pekerja Rp 101,000.00 = Rp 5,454.00
0.090 Oh Tukang batu Rp 127,000.00 = Rp 11,430.00
0.009 Oh Kepala tukang Rp 139,000.00 = Rp 1,251.00
0.027 Oh Mandor Rp 145,000.00 = Rp 3,915.00
= Rp 22,050.00
= Rp 82,500.00

20. Memasang 1 m' pipa galvanis ø 3/4"

Bahan An. SNI ( Revisi ) 6.20.1
1.200 m' Pipa galvanis Rp 56,700.00 = Rp 68,040.00
35.000 % Perlengkapan Rp - = Rp 19,845.00
= Rp 87,885.00
Upah An. SNI ( Revisi ) 6.20.2
0.054 Oh Pekerja Rp 101,000.00 = Rp 5,454.00
0.090 Oh Tukang batu Rp 127,000.00 = Rp 11,430.00
0.009 Oh Kepala tukang Rp 139,000.00 = Rp 1,251.00
0.027 Oh Mandor Rp 145,000.00 = Rp 3,915.00
= Rp 22,050.00
= Rp 109,935.00

21. Memasang 1 m' pipa galvanis ø 1"

Bahan An. SNI ( Revisi ) 6.21.1
1.200 m' Pipa galvanis Rp 68,000.00 = Rp 81,600.00
35.000 % Perlengkapan Rp - = Rp 23,800.00
= Rp 105,400.00
Upah An. SNI ( Revisi ) 6.21.2
0.054 Oh Pekerja Rp 101,000.00 = Rp 5,454.00
0.090 Oh Tukang batu Rp 127,000.00 = Rp 11,430.00
0.009 Oh Kepala tukang Rp 139,000.00 = Rp 1,251.00
0.027 Oh Mandor Rp 145,000.00 = Rp 3,915.00
= Rp 22,050.00
= Rp 127,450.00

22. Memasang 1 m' pipa galvanis ø 1,25"

Bahan An. SNI ( Revisi ) 6.22.1
1.200 m' Pipa galvanis Rp 75,900.00 = Rp 91,080.00
35.000 % Perlengkapan Rp - = Rp 26,565.00
= Rp 117,645.00
Upah An. SNI ( Revisi ) 6.22.2
0.108 Oh Pekerja Rp 101,000.00 = Rp 5,454.00
0.180 Oh Tukang batu Rp 127,000.00 = Rp 11,430.00
0.018 Oh Kepala tukang Rp 139,000.00 = Rp 1,251.00
0.005 Oh Mandor Rp 145,000.00 = Rp 3,915.00
= Rp 22,050.00
= Rp 139,695.00

23. Memasang 1 m' pipa galvanis ø 2"

Bahan An. SNI ( Revisi ) 6.23.1
1.200 m' Pipa galvanis Rp 144,400.00 = Rp 173,280.00
35.000 % Perlengkapan Rp - = Rp 50,540.00
= Rp 223,820.00
Upah An. SNI ( Revisi ) 6.23.2
0.108 Oh Pekerja Rp 101,000.00 = Rp 5,454.00
0.180 Oh Tukang batu Rp 127,000.00 = Rp 11,430.00
0.018 Oh Kepala tukang Rp 139,000.00 = Rp 1,251.00
0.005 Oh Mandor Rp 145,000.00 = Rp 3,915.00
= Rp 22,050.00
= Rp 245,870.00
24. Memasang 1 m' pipa galvanis ø 3"
Bahan An. SNI ( Revisi ) 6.24.1
1.200 m' Pipa galvanis Rp 229,200.00 = Rp 275,040.00
35.000 % Perlengkapan Rp - = Rp 80,220.00
= Rp 355,260.00
Upah An. SNI ( Revisi ) 6.24.2
0.135 Oh Pekerja Rp 101,000.00 = Rp 5,454.00
0.225 Oh Tukang batu Rp 127,000.00 = Rp 11,430.00
0.023 Oh Kepala tukang Rp 139,000.00 = Rp 1,251.00
0.007 Oh Mandor Rp 145,000.00 = Rp 3,915.00
= Rp 22,050.00
= Rp 377,310.00

25. Memasang 1 m' pipa PVC tipe AW ø 1/2"

Bahan An. SNI ( Revisi ) 6.25.1
1.200 m' Pipa PVC Rp 10,000.00 = Rp 12,000.00
35.000 % Perlengkapan = Rp 3,500.00
= Rp 15,500.00
Upah An. SNI ( Revisi ) 6.25.2
0.036 Oh Pekerja Rp 101,000.00 = Rp 5,454.00
0.060 Oh Tukang batu Rp 127,000.00 = Rp 11,430.00
0.006 Oh Kepala tukang Rp 139,000.00 = Rp 1,251.00
0.002 Oh Mandor Rp 145,000.00 = Rp 3,915.00
= Rp 22,050.00
= Rp 37,550.00

26. Memasang 1 m' pipa PVC tipe AW ø 3/4"

Bahan An. SNI ( Revisi ) 6.26.1
1.200 m' Pipa PVC Rp 12,100.00 = Rp 14,520.00
35.000 % Perlengkapan = Rp 4,235.00
= Rp 18,755.00
Upah An. SNI ( Revisi ) 6.26.2
0.036 Oh Pekerja Rp 101,000.00 = Rp 5,454.00
0.060 Oh Tukang batu Rp 127,000.00 = Rp 11,430.00
0.006 Oh Kepala tukang Rp 139,000.00 = Rp 1,251.00
0.002 Oh Mandor Rp 145,000.00 = Rp 3,915.00
= Rp 22,050.00
= Rp 40,805.00

27. Memasang 1 m' pipa PVC tipe AW ø 1"

Bahan An. SNI ( Revisi ) 6.27.1
1.200 m' Pipa PVC Rp 15,300.00 = Rp 18,360.00
35.000 % Perlengkapan Rp - = Rp 5,355.00
= Rp 23,715.00
Upah An. SNI ( Revisi ) 6.27.2
0.036 Oh Pekerja Rp 101,000.00 = Rp 5,454.00
0.060 Oh Tukang batu Rp 127,000.00 = Rp 11,430.00
0.006 Oh Kepala tukang Rp 139,000.00 = Rp 1,251.00
0.002 Oh Mandor Rp 145,000.00 = Rp 3,915.00
= Rp 22,050.00
= Rp 45,765.00

53 1 m' Pasang Pipa AW 2"

Bahan An. SNI ( Revisi ) 6.20.1

1.200 m1 Pipa PVC AW 2" Rp 41,700.00 = Rp 50,040.00

0.350 Perlengkapan = Rp 14,595.00
Sub total : = Rp 64,635.00
Upah An. SNI ( Revisi ) 6.20.2
0.054 Pekerja Rp 101,000.00 = Rp 11,430.00
0.090 Tukang Pipa Rp 127,000.00 = Rp 1,251.00
 0.009 Kepala Tukang Rp 139,000.00 = Rp 3,915.00
0.003 Mandor Rp 145,000.00 = Rp 22,050.00
Sub total : = Rp 38,646.00
Sub total : = Rp 103,281.00

54 1 m' Pasang Pipa AW 4"

Bahan An. SNI ( Revisi ) 6.20.1

1.200 m1 Pipa PVC AW 4" Rp 231,200.00 = Rp 277,440.00

0.350 Perlengkapan = Rp 80,920.00
Sub total : = Rp 358,360.00
Upah An. SNI ( Revisi ) 6.20.2
0.081 Pekerja Rp 101,000.00 = Rp 1,251.00
0.135 Tukang Pipa Rp 127,000.00 = Rp 3,915.00
0.135 Kepala Tukang Rp 139,000.00 = Rp 22,050.00
0.004 Mandor Rp 145,000.00 = Rp 38,646.00
Sub total : = Rp 65,862.00
Sub total : = Rp 424,222.00

28 Memasang 1 m' pipa PVC tipe D ø 2"

Bahan An. SNI ( Revisi ) 6.29.1
1.200 m' Pipa PVC Rp 60,000.00 = Rp 72,000.00
35.000 % Perlengkapan Rp - = Rp 21,000.00
= Rp 93,000.00
Upah An. SNI ( Revisi ) 6.29.2
0.036 Oh Pekerja Rp 101,000.00 = Rp 1,251.00
0.060 Oh Tukang batu Rp 127,000.00 = Rp 3,915.00
0.006 Oh Kepala tukang Rp 139,000.00 = Rp 22,050.00
0.002 Oh Mandor Rp 145,000.00 = Rp 38,646.00
= Rp 65,862.00
= Rp 158,862.00

29 Memasang 1 m' pipa PVC tipe D ø 3"

Bahan An. SNI ( Revisi ) 6.30.1
1.200 m' Pipa PVC Rp 105,000.00 = Rp 126,000.00
35.000 % Perlengkapan = Rp 36,750.00
= Rp 162,750.00
Upah An. SNI ( Revisi ) 6.30.2
0.036 Oh Pekerja Rp 101,000.00 = Rp 1,251.00
0.060 Oh Tukang batu Rp 127,000.00 = Rp 3,915.00
0.006 Oh Kepala tukang Rp 139,000.00 = Rp 22,050.00
0.002 Oh Mandor Rp 145,000.00 = Rp 38,646.00
= Rp 65,862.00
= Rp 228,612.00

30 Memasang 1 m' pipa PVC tipe D ø 4"

Bahan An. SNI ( Revisi ) 6.31.1
1.200 m' Pipa PVC Rp 160,000.00 = Rp 192,000.00
35.000 % Perlengkapan = Rp 56,000.00
= Rp 248,000.00
Upah An. SNI ( Revisi ) 6.31.2
0.081 Oh Pekerja Rp 101,000.00 = Rp 1,251.00
0.135 Oh Tukang batu Rp 127,000.00 = Rp 3,915.00
0.014 Oh Kepala tukang Rp 139,000.00 = Rp 22,050.00
0.004 Oh Mandor Rp 145,000.00 = Rp 38,646.00
= Rp 65,862.00
= Rp 313,862.00

31 Memasang 1 buah bak cuci piring stainless steel

Bahan An. SNI ( Revisi ) 6.33.1
1.000 Bh Bak cuci stainless steel Rp 1,016,000.00 = Rp 1,016,000.00
 1.000 set Water drain + assesories Rp 31,000.00 = Rp 31,000.00
= Rp 1,047,000.00
Upah An. SNI ( Revisi ) 6.33.2
0.030 Oh Pekerja Rp 101,000.00 = Rp 3,030.00
0.300 Oh Tukang batu Rp 127,000.00 = Rp 38,100.00
0.030 Oh Kepala tukang Rp 139,000.00 = Rp 4,170.00
0.002 Oh Mandor Rp 145,000.00 = Rp 217.50
= Rp 45,517.50
= Rp 1,092,517.50

32 Memasang 1 buah bak cuci piring teraso

Bahan An. SNI ( Revisi ) 6.34.1
1.000 Bh Bak cuci teraso Rp 850,000.00 = Rp 850,000.00
1.000 set Water drain + assesories Rp 31,000.00 = Rp 31,000.00
20.000 Kg Semen portland Rp 1,600.00 = Rp 32,000.00
0.050 m3 Pasir pasang Rp 431,000.00 = Rp 21,550.00
= Rp 934,550.00
Upah An. SNI ( Revisi ) 6.34.2
0.050 Oh Pekerja Rp 101,000.00 = Rp 5,050.00
0.500 Oh Tukang batu Rp 127,000.00 = Rp 63,500.00
0.050 Oh Kepala tukang Rp 139,000.00 = Rp 6,950.00
0.003 Oh Mandor Rp 145,000.00 = Rp 362.50
= Rp 75,862.50
= Rp 1,010,412.50

33 Memasang 1 buah kran ø 3/4" atau 1/2"

Bahan An. SNI ( Revisi ) 6.35.1
1.000 Bh Kran air Rp 151,000.00 = Rp 151,000.00
0.025 Bh Seal tape Rp 4,400.00 = Rp 110.00
= Rp 151,110.00
Upah An. SNI ( Revisi ) 6.35.2
0.010 Oh Pekerja Rp 101,000.00 = Rp 1,010.00
0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.005 Oh Mandor Rp 145,000.00 = Rp 725.00
= Rp 15,825.00
= Rp 166,935.00

34 Memasang 1 buah floor drain

Bahan An. SNI ( Revisi ) 6.36.1
1.000 Bh Floor drain Rp 38,000.00 = Rp 38,000.00
= Rp 38,000.00
Upah An. SNI ( Revisi ) 6.36.2
0.010 Oh Pekerja Rp 101,000.00 = Rp 1,010.00
0.100 Oh Tukang batu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.005 Oh Mandor Rp 145,000.00 = Rp 725.00
= Rp 15,825.00
= Rp 53,825.00

ATAN SEPTIKTANK UNTUK KAPASITAS 15 ORANG.

X 2.5 X dalam 1.75 & resapan diameter 1.5 m dalam 2m )

Volume Uraian pekerjaan

13.000 M3 Galian tanah Rp 115,765.00 = Rp 1,504,945.00

4.000 M3Urug kembali tanah (1/4 galian) Rp 22,147.00 = Rp 88,588.00
3.000 M3 Pasang batu bata 1:2 Rp 379,210.00 = Rp 1,137,630.00
29.000 M2 Plesteran 1:2 Rp 63,744.00 = Rp 1,848,576.00
0.700 Beton tumbuk 1:2:3. Rp 1,056,485.00 = Rp 739,539.50
0.200 M3 Beton bertulang 123 Rp 1,109,815.00 = Rp 221,963.00
 1.500 Kerikil keringan Rp 346,000.00 = Rp 519,000.00
2.000 M3 Pasir saringan Rp 421,000.00 = Rp 842,000.00
1.000 M' Pasang pipa besi O 2" Rp 160,000.00 = Rp 160,000.00
5.000 M' Pasang pipa PVC O 15 Cm Rp 777,300.00 = Rp 3,886,500.00
20.000 Kg Ijuk Saringan Rp 26,000.00 = Rp 520,000.00
1.000 Alat - alat bantu Rp 5,000.00 = Rp 5,000.00
Jumlah = Rp 11,473,741.50

PEKERJAAN ELEKTRICAL
75
Titik Pemasangan Titik Stop Kontak
Upah:
0.050 O.H Kepala Tukang Listrik Rp 139,000.00 = Rp 6,950.00
0.200 O.H Tukang Listrik Rp 127,000.00 = Rp 25,400.00
0.001 O.H Pembantu Tukang Listrik Rp 101,000.00 = Rp 101.00
Sub total : Rp 32,451.00
Bahan
1.000 Buah Stop Kontak (broco) Rp 47,000.00 = Rp 47,000.00
10.000 m1 Kabel NYA 500 Volt 2 x 2,5 mm2 Rp 23,000.00 = Rp 230,000.00
1.000 LonjorPipa Pralon 5/8 Rp 8,200.00 = Rp 8,200.00
1.000 Buah T Doos Pvc Rp 7,000.00 = Rp 7,000.00
Sub total : Rp 292,200.00
Sub total : Rp 324,651.00
76 Titik Pemasangan Instalasi Titik Lampu
Upah:
0.050 O.H Kepala Tukang Listrik Rp 139,000.00 = Rp 6,950.00
0.500 O.H Tukang Listrik Rp 127,000.00 = Rp 63,500.00
0.300 O.H Pekerja Terampil Rp 101,000.00 = Rp 30,300.00
Sub total : Rp 100,750.00

Bahan
4.000 Buah Isolator Rp 7,000.00 = Rp 28,000.00
10.000 m1 Kabel NYA 500 Volt 2 x 2,5 mm2 Rp 23,000.00 = Rp 230,000.00
1.000 LonjorPipa Pralon 5/8 Rp 8,200.00 = Rp 8,200.00
1.000 Buah T Doos Pvc Rp 7,000.00 = Rp 7,000.00
1.000 Buah Fiting Plafon Rp 32,000.00 = Rp 32,000.00
1.000 bh Las Doof Rp 1,000.00 = Rp 1,000.00
Sub total : Rp 306,200.00
Sub total : Rp 406,950.00
77 Titik Pemasangan Saklar Tunggal
Upah:
0.050 O.H Kepala Tukang Listrik Rp 139,000.00 = Rp 6,950.00
0.200 O.H Tukang Listrik Rp 127,000.00 = Rp 25,400.00
0.001 O.H Pekerja Terampil Rp 101,000.00 = Rp 101.00
Sub total : Rp 32,451.00
Bahan
1.000 Buah Saklar Tunggal Broco Rp 56,000.00 = Rp 56,000.00
Sub total : Rp 56,000.00
Sub total : Rp 88,451.00
78 Titik Pemasangan Saklar Ganda
Upah:
0.050 O.H Kepala Tukang Listrik Rp 139,000.00 = Rp 6,950.00
0.200 O.H Tukang Listrik Rp 127,000.00 = Rp 25,400.00
0.001 O.H Pekerja Terampil Rp 101,000.00 = Rp 101.00
Sub total : Rp 32,451.00
Bahan
1.000 Buah Saklar Ganda Broco Rp 57,000.00 = Rp 57,000.00
Sub total : Rp 57,000.00
Sub total : Rp 89,451.00
79 Titik Pemasangan MCB Listrik
Upah:
 0.060 O.H Tukang Listrik Rp 127,000.00 = Rp 7,620.00
0.010 O.H Pekerja Rp 101,000.00 = Rp 1,010.00
Sub total : Rp 8,630.00
Bahan
0.800 Btg Pipa PVC 5"/8" Rp 8,200.00 = Rp 6,560.00
10.000 m Kabel NYA 4mm Rp 33,000.00 = Rp 330,000.00
2.000 Bh MCB 4 Amper Rp 46,000.00 = Rp 92,000.00
1.000 Bh Box Panel Rp 437,000.00 = Rp 437,000.00
1.000 Roll Isolator Rp 7,000.00 = Rp 7,000.00
1.000 Ls Alat Bantu Rp 5,000.00 = Rp 5,000.00
Sub total : Rp 877,560.00
Sub total : Rp 886,190.00
80 Titik Pemasangan MCB Listrik
Upah:
0.060 O.H Tukang Listrik Rp 127,000.00 = Rp 7,620.00
0.010 O.H Pekerja Rp 101,000.00 = Rp 1,010.00
Sub total : Rp 8,630.00
Bahan
0.800 Btg Pipa PVC 5"/8" Rp 8,200.00 = Rp 6,560.00
10.000 m Kabel NYA 4mm Rp 33,000.00 = Rp 330,000.00
4.000 Bh MCB 4 Amper Rp 46,000.00 = Rp 184,000.00
1.000 Bh Box Panel Rp 437,000.00 = Rp 437,000.00
1.000 Roll Isolator Rp 7,000.00 = Rp 7,000.00
1.000 Ls Alat Bantu Rp 5,000.00 = Rp 5,000.00
Sub total : Rp 969,560.00
Sub total : Rp 978,190.00
81 Titik Pemasangan lampu
Upah:
0.500 O.H Tukang Listrik Rp 127,000.00 = Rp 63,500.00
2.237 O.H Pekerja Rp 101,000.00 = Rp 225,937.00
Sub total : Rp 289,437.00
Bahan
1.000 Bh Lampu led 15 watt Rp 90,300.00 = Rp 90,300.00
Sub total : Rp 90,300.00
Sub total : Rp 379,737.00
82 Titik Pemasangan Instalasi Saklar Ganda
Upah:
0.050 O.H Kepala Tukang Listrik Rp 139,000.00 = Rp 6,950.00
0.200 O.H Tukang Listrik Rp 127,000.00 = Rp 25,400.00
0.001 O.H Pembantu Tukang Listrik Rp 101,000.00 = Rp 101.00
Sub total : Rp 32,451.00
Bahan
10.000 m1 Kabel NYA 500 Volt 2 x 2,5 mm2 Rp 23,000.00 = Rp 230,000.00
1.000 LonjorPipa Pralon 5/8 Rp 8,200.00 = Rp 8,200.00
1.000 Buah T Doos Pvc Rp 7,000.00 = Rp 7,000.00
Sub total : Rp 245,200.00
Sub total : Rp 277,651.00
83 Titik Pemasangan Instalasi Saklar Tunggal
Upah:
0.050 O.H Kepala Tukang Listrik Rp 139,000.00 = Rp 6,950.00
0.200 O.H Tukang Listrik Rp 127,000.00 = Rp 25,400.00
0.001 O.H Pembantu Tukang Listrik Rp 101,000.00 = Rp 101.00
Sub total : Rp 32,451.00
Bahan
10.000 m1 Kabel NYA 500 Volt 2 x 2,5 mm2 Rp 23,000.00 = Rp 230,000.00
1.000 LonjorPipa Pralon 5/8 Rp 8,200.00 = Rp 8,200.00
1.000 Buah T Doos Pvc Rp 7,000.00 = Rp 7,000.00
Sub total : Rp 245,200.00
Sub total : Rp 277,651.00

PEKERJAAN ARSITEKTURAL
84 1 m2 Lis Gypsum
Bahan An. SNI ( Revisi ) 6.3.1
1.050 m1 List Gypsum Profil Rp 46,800.00 = Rp 49,140.00
0.150 kg Semen Putih Rp 6,000.00 = Rp 900.00
Sub total : = Rp 50,040.00
Upah An. SNI ( Revisi ) 6.3.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.100 Oh Tukang kayu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
Sub total : = Rp 35,740.00
Sub total : = Rp 85,780.00

85 1 m2 Lis Gypsum
Bahan An. SNI ( Revisi ) 6.3.1
1.050 m1 List Gypsum Profil Rp 117,000.00 = Rp 122,850.00
0.150 kg Semen Putih Rp 6,000.00 = Rp 900.00
Sub total : = Rp 123,750.00
Upah An. SNI ( Revisi ) 6.3.2
0.200 Oh Pekerja Rp 101,000.00 = Rp 20,200.00
0.100 Oh Tukang kayu Rp 127,000.00 = Rp 12,700.00
0.010 Oh Kepala tukang Rp 139,000.00 = Rp 1,390.00
0.010 Oh Mandor Rp 145,000.00 = Rp 1,450.00
Sub total : = Rp 35,740.00
Sub total : = Rp 159,490.00

PEKERJAAN KAYU

KUSEN PINTU + JENDELA

1. 1 m3 Pasang kusen pintu & jendela kayu jati ( kayu klas.I).
Bahan An. SNI ( Revisi ) 6.1.1
1.100 m3 Kayu jati, balok 25,100,000.00 = 27,610,000.00
1.200 Kg Paku 10Cm 19,000.00 = 22,800.00
1.000 Kg Lem kayu 17,000.00 = 17,000.00
= 27,649,800.00
Upah An. SNI ( Revisi ) 6.1.2
6.000 Oh Pekerja 101,000.00 = 606,000.00
20.000 Oh Tukang kayu 127,000.00 = 2,540,000.00
2.000 Oh Kepala tukang 139,000.00 = 278,000.00
0.300 Oh Mandor 145,000.00 = 43,500.00
= 3,467,500.00
= 31,117,300.00

2. 1 m3 Pasang kusen pintu & jendela kayu kamper (Kayu klas II )

Bahan An. SNI ( Revisi ) 6.2.1
1.200 m3 Kayu kamper, balok 14,853,000.00 = 17,823,600.00
1.200 Kg Paku 10Cm 19,000.00 = 22,800.00
1.000 Kg Lem kayu 17,000.00 = 17,000.00
= 17,863,400.00
Upah An. SNI ( Revisi ) 6.2.2
6.000 Oh Pekerja 101,000.00 = 101,006.00
18.000 Oh Tukang kayu 127,000.00 = 2,286,000.00
2.000 Oh Kepala tukang 139,000.00 = 278,000.00
0.300 Oh Mandor 145,000.00 = 43,500.00
= 2,708,506.00
= 20,571,906.00

3. 1 m3 Pasang kusen pintu & jendela kayu borneo ( Kruwing , kempas , Meranti batu )
Bahan An. SNI ( Revisi ) 6.3.1
1.200 m3 Kayu borneo, balok 6,903,000.00 = 8,283,600.00
1.200 Kg Paku 10Cm 19,000.00 = 22,800.00
1.000 Kg Lem kayu 17,000.00 = 17,000.00
 = 8,323,400.00
Upah An. SNI ( Revisi ) 6.3.2
6.000 Oh Pekerja 101,000.00 = 606,000.00
18.000 Oh Tukang kayu 127,000.00 = 2,286,000.00
2.000 Oh Kepala tukang 139,000.00 = 278,000.00
0.300 Oh Mandor 145,000.00 = 43,500.00
= 3,213,500.00
= 11,536,900.00

PEKERJAAN PINTU
4 1 m2 Pasang pintu klamp kayu kamper
Bahan An. SNI ( Revisi ) 6.5.1
0.040 m3 Kayu kamper papan 7,556,000.00 = 302,240.00
0.050 Kg Paku biasa 2" - 5" 19,000.00 = 950.00
= 303,190.00
Upah An. SNI ( Revisi ) 6.5.2
0.350 Oh Pekerja 101,000.00 = 35,350.00
1.050 Oh Tukang kayu 127,000.00 = 133,350.00
0.105 Oh Kepala tukang 139,000.00 = 14,595.00
0.018 Oh Mandor 145,000.00 = 2,610.00
= 185,905.00
= 489,095.00

6. 1 m2 Pasang pintu klamp kayu borneo

Bahan An. SNI ( Revisi ) 6.6.1
0.036 m3 Kayu borneo papan 16,666,000.00 = 599,976.00
0.050 Kg Paku biasa 2" - 5" 19,000.00 = 950.00
= 600,926.00
Upah An. SNI ( Revisi ) 6.6.2
0.350 Oh Pekerja 101,000.00 = 35,350.00
1.050 Oh Tukang kayu 127,000.00 = 133,350.00
0.105 Oh Kepala tukang 139,000.00 = 14,595.00
0.018 Oh Mandor 145,000.00 = 2,610.00
= 185,905.00
= 786,831.00

7. 1 m2 Pasang pintu panil kayu jati

Bahan An. SNI ( Revisi ) 6.7.1
0.040 m3 Kayu jati, papan 38,521,000.00 = 1,540,840.00
0.500 kg Lem kayu 17,000.00 = 8,500.00
= 1,549,340.00
Upah An. SNI ( Revisi ) 6.7.2
1.000 Oh Pekerja 101,000.00 = 101,000.00
3.000 Oh Tukang kayu 127,000.00 = 381,000.00
0.300 Oh Kepala tukang 139,000.00 = 41,700.00
0.050 Oh Mandor 145,000.00 = 7,250.00
= 530,950.00
= 2,080,290.00

8. 1 m2 Pasang pintu panil kayu kamper

Bahan An. SNI ( Revisi ) 6.8.1
0.040 m3 Kayu kamper, papan 16,666,000.00 = 666,640.00
0.500 kg Lem kayu 17,000.00 = 8,500.00
= 675,140.00
Upah An. SNI ( Revisi ) 6.8.2
1.000 Oh Pekerja 101,000.00 = 101,000.00
3.000 Oh Tukang kayu 127,000.00 = 381,000.00
0.300 Oh Kepala tukang 139,000.00 = 41,700.00
0.050 Oh Mandor 145,000.00 = 7,250.00
= 530,950.00
= 1,206,090.00
9. 1 m2 Pasang pintu & jendela kaca kayu jati
Bahan An. SNI ( Revisi ) 6.9.1
0.024 m3 Kayu jati, papan 38,521,000.00 = 924,504.00
0.300 kg Lem kayu 17,000.00 = 5,100.00
= 929,604.00
Upah An. SNI ( Revisi ) 6.9.2
0.800 Oh Pekerja 101,000.00 = 80,800.00
2.400 Oh Tukang kayu 127,000.00 = 304,800.00
0.240 Oh Kepala tukang 139,000.00 = 33,360.00
0.040 Oh Mandor 145,000.00 = 5,800.00
= 424,760.00
= 1,354,364.00

10. 1 m2 Pasang pintu & jendela kaca kayu kamper

Bahan An. SNI ( Revisi ) 6.10.1
0.035 m3 Kayu kamper, papan 16,666,000.00 = 583,310.00
0.300 kg Lem kayu 17,000.00 = 5,100.00
= 588,410.00
Upah An. SNI ( Revisi ) 6.10.2
0.800 Oh Pekerja 101,000.00 = 80,800.00
2.400 Oh Tukang kayu 127,000.00 = 304,800.00
0.240 Oh Kepala tukang 139,000.00 = 33,360.00
0.040 Oh Mandor 145,000.00 = 5,800.00
= 424,760.00
= 1,013,170.00

11. 1 m2 Pasang pintu & jendela kaca kayu borneo

Bahan An. SNI ( Revisi ) 6.11.1
0.035 m3 Kayu borneo, papan 7,355,000.00 = 257,425.00
0.300 kg Lem kayu 17,000.00 = 5,100.00
= 262,525.00
Upah An. SNI ( Revisi ) 6.11.2
0.800 Oh Pekerja 101,000.00 = 80,800.00
2.400 Oh Tukang kayu 127,000.00 = 304,800.00
0.240 Oh Kepala tukang 139,000.00 = 33,360.00
0.040 Oh Mandor 145,000.00 = 5,800.00
= 424,760.00
= 687,285.00

12. 1 m2 Pasang pintu & jendela jalusi kayu jati

Bahan An. SNI ( Revisi ) 6.12.1
0.064 m3 Kayu jati, papan 38,521,000.00 = 2,465,344.00
0.500 kg Lem kayu 17,000.00 = 8,500.00
= 2,473,844.00
Upah An. SNI ( Revisi ) 6.12.2
1.000 Oh Pekerja 101,000.00 = 101,000.00
3.000 Oh Tukang kayu 127,000.00 = 381,000.00
0.300 Oh Kepala tukang 139,000.00 = 41,700.00
0.050 Oh Mandor 145,000.00 = 7,250.00
= 530,950.00
= 3,004,794.00

13. 1 m2 Pasang pintu & jendela jalusi kayu kamper

Bahan An. SNI ( Revisi ) 6.13.1
0.064 m3 Kayu kamper, papan 16,666,000.00 = 1,066,624.00
0.500 kg Lem kayu 17,000.00 = 8,500.00
= 1,075,124.00
Upah An. SNI ( Revisi ) 6.13.2
1.000 Oh Pekerja 101,000.00 = 101,000.00
3.000 Oh Tukang kayu 127,000.00 = 381,000.00
0.300 Oh Kepala tukang 139,000.00 = 41,700.00
0.050 Oh Mandor 145,000.00 = 7,250.00
 = 530,950.00
= 1,606,074.00

14. 1 m2 Pasang pintu plywood rangkap, rangka kayu jati

Bahan An. SNI ( Revisi ) 6.14.1
0.025 m3 Kayu jati, papan 38,521,000.00 = 963,025.00
0.030 Kg Paku biasa 1/2" - 1" 19,000.00 = 570.00
0.500 kg Lem kayu 17,000.00 = 8,500.00
1.000 Lbr Plywood (90x 220 cm)x 4 mm 139,000.00 = 139,000.00
= 1,111,095.00
Upah An. SNI ( Revisi ) 6.14.2
0.700 Oh Pekerja 101,000.00 = 70,700.00
2.100 Oh Tukang kayu 127,000.00 = 266,700.00
0.210 Oh Kepala tukang 139,000.00 = 29,190.00
0.035 Oh Mandor 145,000.00 = 5,075.00
= 371,665.00
= 1,482,760.00

15. 1 m2 Pasang pintu plywood rangkap, rangka kayu kamper

Bahan An. SNI ( Revisi ) 6.15.1
0.020 m3 Kayu kamper, papan 16,666,000.00 = 326,653.60
0.030 Kg Paku biasa 1/2" - 1" 19,000.00 = 570.00
0.300 Lt Lem kayu 17,000.00 = 5,100.00
1.000 Lbr Plywood 4' x 3' x 4 mm 139,000.00 = 139,000.00
= 471,323.60
Upah An. SNI ( Revisi ) 6.15.2
0.600 Oh Pekerja 101,000.00 = 60,600.00
2.100 Oh Tukang kayu 127,000.00 = 266,700.00
0.210 Oh Kepala tukang 139,000.00 = 29,190.00
0.035 Oh Mandor 145,000.00 = 5,075.00
= 361,565.00
= 832,888.60

JALUSI / KREPYAK MATI.

16. 1 m2 Pasang jalusi mati kusen kayu jati
Bahan An. SNI ( Revisi ) 6.16.1
0.060 m3 Kayu jati, papan 38,521,000.00 = 2,311,260.00
0.150 Kg Paku biasa 1/2" - 1" 19,000.00 = 2,850.00
= 2,314,110.00
Upah An. SNI ( Revisi ) 6.16.2
0.670 Oh Pekerja 101,000.00 = 67,670.00
2.000 Oh Tukang kayu 127,000.00 = 254,000.00
0.200 Oh Kepala tukang 139,000.00 = 27,800.00
0.035 Oh Mandor 145,000.00 = 5,075.00
= 354,545.00
= 2,668,655.00

17. 1 m2 Pasang jalusi mati kusen kayu kamper

Bahan An. SNI ( Revisi ) 6.17.1
0.060 m3 Kayu kamper, papan 16,666,000.00 = 999,960.00
0.150 Kg Paku biasa 1/2" - 1" 19,000.00 = 2,850.00
= 1,002,810.00
Upah An. SNI ( Revisi ) 6.17.2
0.670 Oh Pekerja 101,000.00 = 67,670.00
2.000 Oh Tukang kayu 127,000.00 = 254,000.00
0.200 Oh Kepala tukang 139,000.00 = 27,800.00
0.035 Oh Mandor 145,000.00 = 5,075.00
= 354,545.00
= 1,357,355.00

18. 1 m2 Pasang pintu plywood rangkap,rangka kayu borneo

Bahan An. SNI ( Revisi ) 6.18.1
 0.020 m3 Kayu borneo, papan 7,355,000.00 = 144,158.00
0.030 Kg Paku biasa 1/2" - 1" 19,000.00 = 570.00
0.300 Lt Lem kayu 17,000.00 = 5,100.00
1.000 Lbr Plywood 4' x 3' x 4 mm 139,000.00 = 139,000.00
= 288,828.00
Upah An. SNI ( Revisi ) 6.18.2
0.600 Oh Pekerja 101,000.00 = 60,600.00
2.000 Oh Tukang kayu 127,000.00 = 254,000.00
0.200 Oh Kepala tukang 139,000.00 = 27,800.00
0.030 Oh Mandor 145,000.00 = 4,350.00
= 346,750.00
= 635,578.00

19. 1 m2 Pasang pintu teakwood rangkap, rangka kayu jati

Bahan An. SNI ( Revisi ) 6.19.1
0.020 m3 Kayu jati, papan 38,521,000.00 = 755,011.60
0.300 Kg Paku biasa 1/2" - 1" 19,000.00 = 5,700.00
0.300 Lt Lem kayu 17,000.00 = 5,100.00
1.000 Lbr Teakwood 4' x 8' x 4 mm 139,000.00 = 139,000.00
= 904,811.60
Upah An. SNI ( Revisi ) 6.19.2
0.600 Oh Pekerja 101,000.00 = 60,600.00
2.000 Oh Tukang kayu 127,000.00 = 254,000.00
0.200 Oh Kepala tukang 139,000.00 = 27,800.00
0.030 Oh Mandor 145,000.00 = 4,350.00
= 346,750.00
= 1,251,561.60

20. 1 m2 Pasang pintu teakwood rangkap, rangka kayu kamper

Bahan An. SNI ( Revisi ) 6.20.1
0.020 m3 Kayu kamper, papan 16,666,000.00 = 326,653.60
0.300 Kg Paku biasa 1/2" - 1" 19,000.00 = 5,700.00
0.300 Lt Lem kayu 17,000.00 = 5,100.00
1.000 Lbr Teakwood 4' x 8' x 4 mm 139,000.00 = 139,000.00
= 476,453.60
Upah An. SNI ( Revisi ) 6.20.2
0.600 Oh Pekerja 101,000.00 = 60,600.00
2.000 Oh Tukang kayu 127,000.00 = 254,000.00
0.200 Oh Kepala tukang 139,000.00 = 27,800.00
0.030 Oh Mandor 145,000.00 = 4,350.00
= 346,750.00
= 823,203.60

21. 1 m2 Pasang pintu plywood & formika, rangka kayu jati

Bahan An. SNI ( Revisi ) 6.21.1
0.025 m3 Kayu jati, papan 38,521,000.00 = 963,025.00
0.030 Kg Paku biasa 1/2" - 1" 19,000.00 = 570.00
0.800 Kg Lem kayu 17,000.00 = 13,600.00
1.000 Lbr Plywood 90cmx220cm x 4 mm 139,000.00 = 139,000.00
0.500 Lbr Formica 221,000.00 = 110,500.00
= 1,226,695.00
Upah An. SNI ( Revisi ) 6.21.2
0.850 Oh Pekerja 101,000.00 = 85,850.00
2.550 Oh Tukang kayu 127,000.00 = 323,850.00
0.255 Oh Kepala tukang 139,000.00 = 35,445.00
0.043 Oh Mandor 145,000.00 = 6,235.00
= 451,380.00
= 1,678,075.00

22. 1 m2 Pasang pintu plywood & formika, rangka kayu kamper

Bahan An. SNI ( Revisi ) 6.22.1
 0.025 m3 Kayu kamper, papan 16,666,000.00 = 416,650.00
0.030 Kg Paku biasa 1/2" - 1" 19,000.00 = 570.00
0.800 kg Lem kayu 17,000.00 = 13,600.00
1.000 Lbr Plywood 4' x 8' x 4 mm 139,000.00 = 139,000.00
0.500 Lbr Formica 4' x 3' 221,000.00 = 110,500.00
= 680,320.00
Upah An. SNI ( Revisi ) 6.21.2
0.850 Oh Pekerja 101,000.00 = 85,850.00
2.550 Oh Tukang kayu 127,000.00 = 323,850.00
0.255 Oh Kepala tukang 139,000.00 = 35,445.00
0.043 Oh Mandor 145,000.00 = 6,235.00
= 451,380.00
= 1,131,700.00

23. 1 m2 Pasang pintu teakwood & formika, rangka kayu jati

Bahan An. SNI ( Revisi ) 6.23.1
0.025 m3 Kayu jati, papan 38,521,000.00 = 963,025.00
0.030 Kg Paku biasa 1/2" - 1" 19,000.00 = 570.00
0.800 g Lem kayu 17,000.00 = 13,600.00
1.000 Lbr Teakwood 4' x 8' x 4 mm 139,000.00 = 139,000.00
0.500 Lbr Formica 4' x 8' 221,000.00 = 110,500.00
= 1,226,695.00
Upah An. SNI ( Revisi ) 6.21.2
0.850 Oh Pekerja 101,000.00 = 85,850.00
2.550 Oh Tukang kayu 127,000.00 = 323,850.00
0.255 Oh Kepala tukang 139,000.00 = 35,445.00
0.043 Oh Mandor 145,000.00 = 6,235.00
= 451,380.00
= 1,678,075.00

24. 1 m2 Pasang pintu teakwood & formika, rangka kayu kamper ( dipolitur )
Bahan An. SNI ( Revisi ) 6.24.1
0.025 m3 Kayu kamper, papan 16,666,000.00 = 416,650.00
0.300 Kg Paku biasa 1/2" - 1" 19,000.00 = 5,700.00
0.800 Lt Lem kayu 17,000.00 = 13,600.00
0.500 Lbr Teakwood 4' x 8' x 4 mm 139,000.00 = 69,500.00
0.500 Lt Politur 96,000.00 = 48,000.00
0.500 Lbr Formica 4' x 8' 221,000.00 = 110,500.00
= 663,950.00
Upah An. SNI ( Revisi ) 6.24.2
0.850 Oh Pekerja 101,000.00 = 85,850.00
2.550 Oh Tukang kayu 127,000.00 = 323,850.00
0.255 Oh Kepala tukang 139,000.00 = 35,445.00
0.043 Oh Mandor 145,000.00 = 6,235.00
= 451,380.00
= 1,115,330.00

25. 1 m2 Pasang pintu formika double, rangka kayu jati

Bahan An. SNI ( Revisi ) 6.25.1
0.025 m3 Kayu jati, papan 38,521,000.00 = 963,025.00
0.300 Kg Paku biasa 1/2" - 1" 19,000.00 = 5,700.00
0.800 Kg Lem kayu 17,000.00 = 13,600.00
2.000 Lbr Formica 4' x 8' 221,000.00 = 442,000.00
= 1,424,325.00
Upah An. SNI ( Revisi ) 6.25.2
0.850 Oh Pekerja 101,000.00 = 85,850.00
2.550 Oh Tukang kayu 127,000.00 = 323,850.00
0.255 Oh Kepala tukang 139,000.00 = 35,445.00
0.043 Oh Mandor 145,000.00 = 6,235.00
= 451,380.00
= 1,875,705.00

26. 1 m2 Pasang pintu formika double, rangka kayu kamper

Bahan An. SNI ( Revisi ) 6.26.1
 0.020 m3 Kayu kamper, papan 16,666,000.00 = 326,653.60
0.300 Kg Paku biasa 1/2" - 1" 19,000.00 = 5,700.00
0.800 Kg Lem kayu 17,000.00 = 13,600.00
2.000 Lbr Plywood 4' x 8' x 4 mm 139,000.00 = 278,000.00
= 623,953.60
Upah An. SNI ( Revisi ) 6.26.2
0.850 Oh Pekerja 101,000.00 = 85,850.00
2.550 Oh Tukang kayu 127,000.00 = 323,850.00
0.255 Oh Kepala tukang 139,000.00 = 35,445.00
0.043 Oh Mandor 145,000.00 = 6,235.00
= 451,380.00
= 1,075,333.60

KUDA KUDA
27. 1 m3 Pasang konstruksi kuda-kuda kayu jati
Bahan An. SNI ( Revisi ) 6.27.1
1.100 m3 Kayu jati, balok 25,100,000.00 = 27,610,000.00
15.000 Kg Besi strip 14,000.00 = 210,000.00
5.600 Kg Paku biasa 12 Cm. 19,000.00 = 106,400.00
= 27,926,400.00
Upah An. SNI ( Revisi ) 6.27.2
4.000 Oh Pekerja 101,000.00 = 404,000.00
12.000 Oh Tukang kayu 127,000.00 = 1,524,000.00
1.200 Oh Kepala tukang 139,000.00 = 166,800.00
0.200 Oh Mandor 145,000.00 = 29,000.00
= 2,123,800.00
= 30,050,200.00

28. 1 m3 Pasang konstruksi kuda-kuda kayu kamper

Bahan An. SNI ( Revisi ) 6.28.1
1.100 m3 Kayu kamper, balok 14,853,000.00 = 16,338,300.00
15.000 Kg Besi strip 14,000.00 = 210,000.00
5.600 Kg Paku biasa 12 Cm. 19,000.00 = 106,400.00
= 16,654,700.00
Upah An. SNI ( Revisi ) 6.28.2
4.000 Oh Pekerja 101,000.00 = 404,000.00
12.000 Oh Tukang kayu 127,000.00 = 1,524,000.00
1.200 Oh Kepala tukang 139,000.00 = 166,800.00
0.200 Oh Mandor 145,000.00 = 29,000.00
= 2,123,800.00
= 18,778,500.00

29 1 m3 Pasang konstruksi kuda-kuda kayu kruing / bengkirai / kempas.

Bahan An. SNI ( Revisi ) 6.30.1
1.100 m3 Kayu kruing, balok 8,735,000.00 = 9,608,500.00
15.000 Kg Besi strip 14,000.00 = 210,000.00
5.600 Kg Paku biasa 12 Cm. 19,000.00 = 106,400.00
= 9,924,900.00
Upah An. SNI ( Revisi ) 6.30.2
4.000 Oh Pekerja 101,000.00 = 404,000.00
12.000 Oh Tukang kayu 127,000.00 = 1,524,000.00
1.200 Oh Kepala tukang 139,000.00 = 166,800.00
0.200 Oh Mandor 145,000.00 = 29,000.00
= 2,123,800.00
= 12,048,700.00

30 1 m3 Pasang konstruksi kuda-kuda kayu meranti.

Bahan An. SNI ( Revisi ) 6.28.1
1.100 m3 Kayu kamper, balok 14,853,000.00 = 16,338,300.00
15.000 Kg Besi strip 14,000.00 = 210,000.00
5.600 Kg Paku biasa 12 Cm. 19,000.00 = 106,400.00
= 16,654,700.00
Upah An. SNI ( Revisi ) 6.28.2
 4.000 Oh Pekerja 101,000.00 = 404,000.00
12.000 Oh Tukang kayu 127,000.00 = 1,524,000.00
1.200 Oh Kepala tukang 139,000.00 = 166,800.00
0.200 Oh Mandor 145,000.00 = 29,000.00
= 2,123,800.00
= 18,778,500.00

PASANG USUK.
31. 1 m2 Pasang kaso + reng genteng kodok kayu kamper
Bahan An. SNI ( Revisi ) 6.31.1
0.008 m3 Kayu kamper, usuk 5/7. 7,128,000.00 = 54,885.60
0.005 m3 Reng 2/3 cm kayu kamper 13,102,000.00 = 60,531.24
0.250 Kg Paku biasa 5 Cm dan 10 Cm. 19,000.00 = 4,750.00
= 120,166.84
Upah An. SNI ( Revisi ) 6.31.2
0.100 Oh Pekerja 101,000.00 = 10,100.00
0.100 Oh Tukang kayu 127,000.00 = 12,700.00
0.010 Oh Kepala tukang 139,000.00 = 1,390.00
0.005 Oh Mandor 145,000.00 = 725.00
= 24,915.00
= 145,081.84

32. 1 m2 Pasang kaso + reng genteng kodok kayu kruwing / bengkirai / kempas.
Bahan An. SNI ( Revisi ) 6.32.1
0.008 m3 Ky. kruw/beng/kempas, usuk 8,735,000.00 = 67,259.50
0.005 m3 Reng 2/3 cm kayu kruwing 9,162,000.00 = 42,328.44
0.250 Kg Paku biasa 5 Cm dan 10 Cm. 19,000.00 = 4,750.00
= 114,337.94
Upah An. SNI ( Revisi ) 6.32.2
0.100 Oh Pekerja 101,000.00 = 10,100.00
0.100 Oh Tukang kayu 127,000.00 = 12,700.00
0.010 Oh Kepala tukang 139,000.00 = 1,390.00
0.005 Oh Mandor 145,000.00 = 725.00
= 24,915.00
= 139,252.94

33 1 m2 Pasang kaso + reng genteng kodok kayu meranti.

Bahan An. SNI ( Revisi ) 6.32.1
0.008 m3 Kayu meranti, usuk 7,128,000.00 = 54,885.60
0.005 m3 Reng 2/3 cm kayu kruwing 9,162,000.00 = 42,328.44
0.250 Kg Paku biasa 5 Cm dan 10 Cm. 19,000.00 = 4,750.00
= 101,964.04
Upah An. SNI ( Revisi ) 6.32.2
0.100 Oh Pekerja 101,000.00 = 10,100.00
0.100 Oh Tukang kayu 127,000.00 = 12,700.00
0.010 Oh Kepala tukang 139,000.00 = 1,390.00
0.005 Oh Mandor 145,000.00 = 725.00
= 24,915.00
= 126,879.04

34 1 m2 Pasang kaso + reng genteng munier kayu jati

Bahan An. SNI ( Revisi ) 6.33.1
0.008 m3 Kayu jati, balok / usuk. 25,100,000.00 = 193,270.00
0.012 m3 Reng 3/5 cm kayu jati 21,335,000.00 = 245,352.50
0.250 Kg Paku biasa 2" - 5" 19,000.00 = 4,750.00
= 443,372.50
Upah An. SNI ( Revisi ) 6.33.2
0.100 Oh Pekerja 101,000.00 = 10,100.00
0.100 Oh Tukang kayu 127,000.00 = 12,700.00
0.010 Oh Kepala tukang 139,000.00 = 1,390.00
0.005 Oh Mandor 145,000.00 = 725.00
 = 14,815.00
= 458,187.50

35 1 m2 Pasang kaso + reng genteng munier kayu kamper

Bahan An. SNI ( Revisi ) 6.34.1
0.008 m3 Kayu kamper, usuk 5/7. 7,128,000.00 = 54,885.60
0.012 m3 Reng 3/5 cm kayu kruwing 9,162,000.00 = 105,363.00
0.250 Kg Paku biasa 2" - 5" 19,000.00 = 4,750.00
= 164,998.60
Upah An. SNI ( Revisi ) 6.34.2
0.100 Oh Pekerja 101,000.00 = 10,100.00
0.100 Oh Tukang kayu 127,000.00 = 12,700.00
0.010 Oh Kepala tukang 139,000.00 = 1,390.00
0.005 Oh Mandor 145,000.00 = 725.00
= 24,915.00
= 189,913.60

36 1 m2 Pasang kaso + reng genteng beton kayu kruwing / bengkirai / kempas.

Bahan An. SNI ( Revisi ) 6.35.1
0.008 m3 Ky. kruw/beng/kempas, usuk 8,735,000.00 = 67,259.50
0.012 m3 Reng 3/5 cm kayu kruwing 9,162,000.00 = 105,363.00
0.250 Kg Paku biasa 2" - 5" 19,000.00 = 4,750.00
= 177,372.50
Upah An. SNI ( Revisi ) 6.35.2
0.100 Oh Pekerja 101,000.00 = 10,100.00
0.100 Oh Tukang kayu 127,000.00 = 12,700.00
0.010 Oh Kepala tukang 139,000.00 = 1,390.00
0.005 Oh Mandor 145,000.00 = 725.00
= 24,915.00
= 202,287.50

37 1 m2 Pasang kaso + reng genteng beton kayu meranti.

Bahan An. SNI ( Revisi ) 6.35.1
0.008 m3 Kayu meranti, usuk 7,128,000.00 = 54,885.60
0.012 m3 Reng 3/5 cm kayu meranti 9,162,000.00 = 105,363.00
0.250 Kg Paku biasa 2" - 5" 19,000.00 = 4,750.00
= 164,998.60
Upah An. SNI ( Revisi ) 6.35.2
0.100 Oh Pekerja 101,000.00 = 10,100.00
0.100 Oh Tukang kayu 127,000.00 = 12,700.00
0.010 Oh Kepala tukang 139,000.00 = 1,390.00
0.005 Oh Mandor 145,000.00 = 725.00
= 24,915.00
= 189,913.60

38 1 m2 Pasang kaso + reng atap sirap kayu kamper

Bahan An. SNI ( Revisi ) 6.36.1
0.165 m3 Kayu kamper, usuk 5/7. 13,102,000.00 = 2,161,830.00
0.200 Kg Paku biasa 2" - 5" 19,000.00 = 3,800.00
= 2,165,630.00
Upah An. SNI ( Revisi ) 6.36.2
0.120 Oh Pekerja 101,000.00 = 12,120.00
0.120 Oh Tukang kayu 127,000.00 = 15,240.00
0.012 Oh Kepala tukang 139,000.00 = 1,668.00
0.006 Oh Mandor 145,000.00 = 870.00
= 29,898.00
= 2,195,528.00

39 1 m2 Pasang kaso + reng atap sirap kayu kruwing / bengkirai / kempas.

Bahan An. SNI ( Revisi ) 6.37.1
0.165 m3 Ky. kruw/beng/kempas, usuk 12,317,000.00 = 2,032,305.00
0.200 Kg Paku biasa 2" - 5" 19,000.00 = 3,800.00
= 2,036,105.00
 Upah An. SNI ( Revisi ) 6.37.2
0.120 Oh Pekerja 101,000.00 = 12,120.00
0.120 Oh Tukang kayu 127,000.00 = 15,240.00
0.012 Oh Kepala tukang 139,000.00 = 1,668.00
0.006 Oh Mandor 145,000.00 = 870.00
= 29,898.00
= 2,066,003.00

RANGKA PLAVON / LANGIT2.

40 1 m2 Pasang rangka langit-langit ( 1.00 x 1.00 ) m, kayu jati
Bahan An. SNI ( Revisi ) 6.38.1
0.012 m3 Kayu jati, usuk 5/7 & 4/6. 22,590,000.00 = 271,080.00
0.100 Kg Paku biasa 7 - 10 cm 19,000.00 = 1,900.00
= 272,980.00
Upah An. SNI ( Revisi ) 6.38.2
0.150 Oh Pekerja 101,000.00 = 15,150.00
0.250 Oh Tukang kayu 127,000.00 = 31,750.00
0.025 Oh Kepala tukang 139,000.00 = 3,475.00
0.075 Oh Mandor 145,000.00 = 10,875.00
= 61,250.00
= 334,230.00

41 1 m2 Pasang rangka langit-langit ( 1.00 x 1.00 ) m, kayu kamper pamjamg 4 m.

Bahan An. SNI ( Revisi ) 6.39.1
0.012 m3 Kayu kamper 5/7 - 4 mtr. 14,853,000.00 = 178,236.00
0.100 Kg Paku biasa 2" - 5" 19,000.00 = 1,900.00
= 180,136.00
Upah An. SNI ( Revisi ) 6.39.2
0.150 Oh Pekerja 101,000.00 = 15,150.00
0.250 Oh Tukang kayu 127,000.00 = 31,750.00
0.025 Oh Kepala tukang 139,000.00 = 3,475.00
0.075 Oh Mandor 145,000.00 = 10,875.00
= 61,250.00
= 241,386.00

42 1 m2 Pasang rangka langit-langit ( 1.00 x 1.00 ) m, kayu kamper potongan 5/7 2 meter.
Bahan An. SNI ( Revisi ) 6.39.1
0.012 m3 Kayu kamper 5/7 - 2 mtr. 7,426,500.00 = 89,118.00
0.100 Kg Paku biasa 2" - 5" 19,000.00 = 1,900.00
= 91,018.00
Upah An. SNI ( Revisi ) 6.39.2
0.150 Oh Pekerja 101,000.00 = 15,150.00
0.250 Oh Tukang kayu 127,000.00 = 31,750.00
0.025 Oh Kepala tukang 139,000.00 = 3,475.00
0.075 Oh Mandor 145,000.00 = 10,875.00
= 61,250.00
= 152,268.00

43 1 m2 Pasang rangka langit-langit ( 1.00 x 1.00 ) m, kayu kruwing / bengkirai / kempas.

Bahan An. SNI ( Revisi ) 6.40.1
0.012 m3 Ky. kruw/beng/kempas, usuk 12,317,000.00 = 147,804.00
0.100 Kg Paku biasa 2" - 5" 19,000.00 = 1,900.00
= 149,704.00
Upah An. SNI ( Revisi ) 6.40.2
0.150 Oh Pekerja 101,000.00 = 15,150.00
0.250 Oh Tukang kayu 127,000.00 = 31,750.00
0.025 Oh Kepala tukang 139,000.00 = 3,475.00
0.075 Oh Mandor 145,000.00 = 10,875.00
 = 61,250.00
= 210,954.00

44 1 m2 Pasang rangka langit-langit ( 1.00 x 1.00 ) m, kayu MERANTI 5/7 panjang 4 m.

Bahan An. SNI ( Revisi ) 6.39.1
0.012 m3 Kayu meranti 5/7 - 4 mtr. 7,128,000.00 = 85,536.00
0.100 Kg Paku biasa 2" - 5" 19,000.00 = 1,900.00
= 87,436.00
Upah An. SNI ( Revisi ) 6.39.2
0.150 Oh Pekerja 101,000.00 = 15,150.00
0.250 Oh Tukang kayu 127,000.00 = 31,750.00
0.025 Oh Kepala tukang 139,000.00 = 3,475.00
0.075 Oh Mandor 145,000.00 = 10,875.00
= 61,250.00
= 148,686.00

45 1 m2 Pasang rangka langit-langit ( 1.00 x 1.00 ) m, kayu meranti potongan 5/7 - 2 meter.
Bahan An. SNI ( Revisi ) 6.39.1
0.012 m3 Kayu meranti 5/7 - 2 mtr. 3,564,000.00 = 42,768.00
0.100 Kg Paku biasa 2" - 5" 19,000.00 = 1,900.00
= 44,668.00
Upah An. SNI ( Revisi ) 6.39.2
0.150 Oh Pekerja 101,000.00 = 15,150.00
0.250 Oh Tukang kayu 127,000.00 = 31,750.00
0.025 Oh Kepala tukang 139,000.00 = 3,475.00
0.075 Oh Mandor 145,000.00 = 10,875.00
= 61,250.00
= 105,918.00

46 1 m2 Pasang rangka langit-langit ( 50 x 100 ) Cm, kayu jati

Bahan An. SNI ( Revisi ) 6.38.1
0.015 m3 Kayu jati, usuk 5/7 & 4/6. 22,590,000.00 = 347,886.00
0.200 Kg Paku biasa 7 - 10 cm 19,000.00 = 3,800.00
= 351,686.00
Upah An. SNI ( Revisi ) 6.38.2
0.150 Oh Pekerja 101,000.00 = 15,150.00
0.300 Oh Tukang kayu 127,000.00 = 38,100.00
0.030 Oh Kepala tukang 139,000.00 = 4,170.00
0.075 Oh Mandor 145,000.00 = 10,875.00
= 68,295.00
= 419,981.00

47 1 m2 Pasang rangka langit-langit ( 50 x 100 ) Cm, kayu kamper pamjamg 4 m.

Bahan An. SNI ( Revisi ) 6.39.1
0.015 m3 Kayu kamper 5/7 - 4 mtr. 14,853,000.00 = 228,736.20
0.200 Kg Paku biasa 7 - 10 cm 19,000.00 = 3,800.00
= 232,536.20
Upah An. SNI ( Revisi ) 6.38.2
0.150 Oh Pekerja 101,000.00 = 15,150.00
0.300 Oh Tukang kayu 127,000.00 = 38,100.00
0.030 Oh Kepala tukang 139,000.00 = 4,170.00
0.075 Oh Mandor 145,000.00 = 10,875.00
= 68,295.00
= 300,831.20

48 1 m2 Pasang rangka langit-langit ( 50 x 100 ) Cm, kayu kamper potongan 5/7 2 meter.
Bahan An. SNI ( Revisi ) 6.39.1
0.015 m3 Kayu kamper 5/7 - 2 mtr. 7,426,500.00 = 114,368.10
 0.200 Kg Paku biasa 7 - 10 cm 19,000.00 = 3,800.00
= 118,168.10
Upah An. SNI ( Revisi ) 6.38.2
0.150 Oh Pekerja 101,000.00 = 15,150.00
0.300 Oh Tukang kayu 127,000.00 = 38,100.00
0.030 Oh Kepala tukang 139,000.00 = 4,170.00
0.075 Oh Mandor 145,000.00 = 10,875.00
= 68,295.00
= 186,463.10

49 1 m2 Pasang rangka langit-langit ( 50 x 100 ) Cm, kayu kruwing / bengkirai / kempas.

Bahan An. SNI ( Revisi ) 6.40.1
0.015 m3 Kayu kruing 8,735,000.00 = 134,519.00
0.200 Kg Paku biasa 7 - 10 cm 19,000.00 = 3,800.00
= 138,319.00
Upah An. SNI ( Revisi ) 6.38.2
0.150 Oh Pekerja 101,000.00 = 15,150.00
0.300 Oh Tukang kayu 127,000.00 = 38,100.00
0.030 Oh Kepala tukang 139,000.00 = 4,170.00
0.075 Oh Mandor 145,000.00 = 10,875.00
= 68,295.00
= 206,614.00

50 1 m2 Pasang rangka langit-langit ( 50 x 100 ) Cm, kayu MERANTI 5/7 panjang 4 m.

Bahan An. SNI ( Revisi ) 6.39.1
0.015 m3 Kayu meranti 5/7 - 4 mtr. 7,128,000.00 = 109,771.20
0.200 Kg Paku biasa 7 - 10 cm 19,000.00 = 3,800.00
= 113,571.20
Upah An. SNI ( Revisi ) 6.38.2
0.150 Oh Pekerja 101,000.00 = 15,150.00
0.300 Oh Tukang kayu 127,000.00 = 38,100.00
0.030 Oh Kepala tukang 139,000.00 = 4,170.00
0.075 Oh Mandor 145,000.00 = 10,875.00
= 68,295.00
= 181,866.20

51 1 m2 Pasang rangka langit-langit ( 50 x 100 ) Cm, kayu meranti potongan 5/7 - 2 meter.
Bahan An. SNI ( Revisi ) 6.39.1
0.015 m3 Kayu meranti 5/7 - 2 mtr. 3,564,000.00 = 54,885.60
0.200 Kg Paku biasa 7 - 10 cm 19,000.00 = 3,800.00
= 58,685.60
Upah An. SNI ( Revisi ) 6.38.2
0.150 Oh Pekerja 101,000.00 = 15,150.00
0.300 Oh Tukang kayu 127,000.00 = 38,100.00
0.030 Oh Kepala tukang 139,000.00 = 4,170.00
0.075 Oh Mandor 145,000.00 = 10,875.00
= 68,295.00
= 126,980.60

52 1 m2 Pasang rangka langit-langit ( 60 x 60 ) cm, kayu jati

Bahan An. SNI ( Revisi ) 6.41.1
0.016 m3 Kayu jati, usuk 5/7. 22,590,000.00 = 368,217.00
0.250 Kg Paku biasa 7 - 10 cm 19,000.00 = 4,750.00
= 372,967.00
Upah An. SNI ( Revisi ) 6.41.2
0.200 Oh Pekerja 101,000.00 = 20,200.00
0.300 Oh Tukang kayu 127,000.00 = 38,100.00
0.030 Oh Kepala tukang 139,000.00 = 4,170.00
 0.010 Oh Mandor 145,000.00 = 1,450.00
= 63,920.00
= 436,887.00

53 1 m2 Pasang rangka langit-langit ( 60 x 60 ) cm, kayu kamper panjang 4mtr.- 5/7

Bahan An. SNI ( Revisi ) 6.42.1
0.016 m3 Kayu kamper, usuk 5/7 13,102,000.00 = 213,562.60
0.250 Kg Paku biasa 7 - 10 cm 19,000.00 = 4,750.00
= 218,312.60
Upah An. SNI ( Revisi ) 6.41.2
0.200 Oh Pekerja 101,000.00 = 20,200.00
0.300 Oh Tukang kayu 127,000.00 = 38,100.00
0.030 Oh Kepala tukang 139,000.00 = 4,170.00
0.010 Oh Mandor 145,000.00 = 1,450.00
= 63,920.00
= 282,232.60

54 1 m2 Pasang rangka langit-langit ( 60 x 60 ) cm, kayu kamper potongan panjang 2 mtr.- 5/7
Bahan An. SNI ( Revisi ) 6.42.1
0.016 m3 Kayu kamper, potongan 2 mtr 7,426,500.00 = 121,051.95
0.250 Kg Paku biasa 7 - 10 cm 19,000.00 = 4,750.00
= 125,801.95
Upah An. SNI ( Revisi ) 6.41.2
0.200 Oh Pekerja 101,000.00 = 20,200.00
0.300 Oh Tukang kayu 127,000.00 = 38,100.00
0.030 Oh Kepala tukang 139,000.00 = 4,170.00
0.010 Oh Mandor 145,000.00 = 1,450.00
= 63,920.00
= 189,721.95

55 1 m2 Pasang rangka langit-langit ( 60 x 60 ) cm, kayu kruwing , bemgkirai / kempas.

Bahan An. SNI ( Revisi ) 6.43.1
0.016 m3 Kayu kruing 8,735,000.00 = 142,380.50
0.250 Kg Paku biasa 7 - 10 cm 19,000.00 = 4,750.00
= 147,130.50
Upah An. SNI ( Revisi ) 6.41.2
0.200 Oh Pekerja 101,000.00 = 20,200.00
0.300 Oh Tukang kayu 127,000.00 = 38,100.00
0.030 Oh Kepala tukang 139,000.00 = 4,170.00
0.010 Oh Mandor 145,000.00 = 1,450.00
= 63,920.00
= 211,050.50

56 1 m2 Pasang rangka langit-langit ( 60 x 60 ) cm, kayu Meranti panjang 4 meter - 5/7.

Bahan An. SNI ( Revisi ) 6.43.1
0.016 m3 Kayu meranti 5/7 4m 7,128,000.00 = 116,186.40
0.250 Kg Paku biasa 7 - 10 cm 19,000.00 = 4,750.00
= 120,936.40
Upah An. SNI ( Revisi ) 6.41.2
0.200 Oh Pekerja 101,000.00 = 20,200.00
0.300 Oh Tukang kayu 127,000.00 = 38,100.00
0.030 Oh Kepala tukang 139,000.00 = 4,170.00
0.010 Oh Mandor 145,000.00 = 1,450.00
= 63,920.00
= 184,856.40

57 1 m2 Pasang rangka langit-langit ( 60 x 60 ) cm, kayu Meranti potongan panjang 2 meter - 5/7.
Bahan An. SNI ( Revisi ) 6.43.1
 0.016 m3 Kayu meranti 5/7 2m 3,564,000.00 = 58,093.20
0.250 Kg Paku biasa 7 - 10 cm 19,000.00 = 4,750.00
= 62,843.20
Upah An. SNI ( Revisi ) 6.41.2
0.200 Oh Pekerja 101,000.00 = 20,200.00
0.300 Oh Tukang kayu 127,000.00 = 38,100.00
0.030 Oh Kepala tukang 139,000.00 = 4,170.00
0.010 Oh Mandor 145,000.00 = 1,450.00
= 63,920.00
= 126,763.20

58 1 m2 Pasang rangka langit-langit ( 30 x 60 ) cm, kayu jati

Bahan An. SNI ( Revisi ) 6.41.1
0.023 m3 Kayu jati, usuk 5/7. 22,590,000.00 = 519,570.00
0.150 Kg Paku biasa 7 - 10 cm 19,000.00 = 2,850.00
= 522,420.00
Upah An. SNI ( Revisi ) 6.41.2
0.200 Oh Pekerja 101,000.00 = 20,200.00
0.300 Oh Tukang kayu 127,000.00 = 38,100.00
0.030 Oh Kepala tukang 139,000.00 = 4,170.00
0.010 Oh Mandor 145,000.00 = 1,450.00
= 63,920.00
= 586,340.00

59 1 m2 Pasang rangka langit-langit ( 30 x 60 ) cm, kayu kamper panjang 4mtr.- 5/7

Bahan An. SNI ( Revisi ) 6.42.1
0.023 m3 Kayu kamper, usuk 5/7 14,853,000.00 = 341,619.00
0.150 Kg Paku biasa 7 - 10 cm 19,000.00 = 2,850.00
= 344,469.00
Upah An. SNI ( Revisi ) 6.42.2
0.200 Oh Pekerja 101,000.00 = 20,200.00
0.300 Oh Tukang kayu 127,000.00 = 38,100.00
0.030 Oh Kepala tukang 139,000.00 = 4,170.00
0.010 Oh Mandor 145,000.00 = 1,450.00
= 63,920.00
= 408,389.00

60 1 m2 Pasang rangka langit-langit ( 30 x 60 ) cm, kayu kamper potongan panjang 2 mtr.- 5/7
Bahan An. SNI ( Revisi ) 6.42.1
0.023 m3 Kayu kamper, potongan 2 mtr 7,426,500.00 = 170,809.50
0.150 Kg Paku biasa 7 - 10 cm 19,000.00 = 2,850.00
= 173,659.50
Upah An. SNI ( Revisi ) 6.42.2
0.200 Oh Pekerja 101,000.00 = 20,200.00
0.300 Oh Tukang kayu 127,000.00 = 38,100.00
0.030 Oh Kepala tukang 139,000.00 = 4,170.00
0.010 Oh Mandor 145,000.00 = 1,450.00
= 63,920.00
= 237,579.50

61 1 m2 Pasang rangka langit-langit ( 30 x 60 ) cm, kayu kruwing , bemgkirai / kempas.

Bahan An. SNI ( Revisi ) 6.43.1
0.023 m3 Ky. kruw/beng/kempas, usuk 12,317,000.00 = 283,291.00
0.150 Kg Paku biasa 7 - 10 cm 19,000.00 = 2,850.00
= 286,141.00
Upah An. SNI ( Revisi ) 6.43.2
0.200 Oh Pekerja 101,000.00 = 20,200.00
0.300 Oh Tukang kayu 127,000.00 = 38,100.00
0.030 Oh Kepala tukang 139,000.00 = 4,170.00
0.010 Oh Mandor 145,000.00 = 1,450.00
 = 63,920.00
= 350,061.00

62 1 m2 Pasang rangka langit-langit ( 30 x 60 ) cm, kayu Meranti panjang 4 meter - 5/7.

Bahan An. SNI ( Revisi ) 6.43.1
0.023 m3 Kayu meranti 5/7 - 4 mtr. 7,128,000.00 = 163,944.00
0.150 Kg Paku biasa 7 - 10 cm 19,000.00 = 2,850.00
= 166,794.00
Upah An. SNI ( Revisi ) 6.43.2
0.200 Oh Pekerja 101,000.00 = 20,200.00
0.300 Oh Tukang kayu 127,000.00 = 38,100.00
0.030 Oh Kepala tukang 139,000.00 = 4,170.00
0.010 Oh Mandor 145,000.00 = 1,450.00
= 63,920.00
= 230,714.00

63 1 m2 Pasang rangka langit-langit ( 30 x 60 ) cm, kayu Meranti potongan panjang 2 meter - 5/7.
Bahan An. SNI ( Revisi ) 6.43.1
0.023 m3 Kayu meranti 5/7 - 2 mtr. 4,750,000.00 = 109,250.00
0.150 Kg Paku biasa 7 - 10 cm 19,000.00 = 2,850.00
= 112,100.00
Upah An. SNI ( Revisi ) 6.43.2
0.200 Oh Pekerja 101,000.00 = 20,200.00
0.300 Oh Tukang kayu 127,000.00 = 38,100.00
0.030 Oh Kepala tukang 139,000.00 = 4,170.00
0.010 Oh Mandor 145,000.00 = 1,450.00
= 63,920.00
= 176,020.00

64 1 m2 Pasang rangka langit-langit ( 30 x 30 ) cm, kayu jati

Bahan An. SNI ( Revisi ) 6.44.1
0.027 m3 Kayu jati, balok 25,100,000.00 = 677,700.00
0.200 Kg Paku biasa 7 - 10 cm 19,000.00 = 3,800.00
= 681,500.00
Upah An. SNI ( Revisi ) 6.44.2
0.250 Oh Pekerja 101,000.00 = 25,250.00
0.350 Oh Tukang kayu 127,000.00 = 44,450.00
0.035 Oh Kepala tukang 139,000.00 = 4,865.00
0.013 Oh Mandor 145,000.00 = 1,812.50
= 76,377.50
= 757,877.50

65 1 m2 Pasang rangka langit-langit ( 30 x 30 ) cm, kayu kamper panjang 4 mtr Uk.5/7

Bahan An. SNI ( Revisi ) 6.45.1
0.027 m3 Kayu kamper, usuk 5/7 13,102,000.00 = 353,754.00
0.200 Kg Paku biasa 7 - 10 cm 19,000.00 = 3,800.00
= 357,554.00
Upah An. SNI ( Revisi ) 6.45.2
0.250 Oh Pekerja 101,000.00 = 25,250.00
0.350 Oh Tukang kayu 127,000.00 = 44,450.00
0.035 Oh Kepala tukang 139,000.00 = 4,865.00
0.013 Oh Mandor 145,000.00 = 1,812.50
= 76,377.50
= 433,931.50

66 1 m2 Pasang rangka langit-langit ( 30 x 30 ) cm, kayu kamper potongan panjang 2 mtr Uk.5/7
Bahan An. SNI ( Revisi ) 6.45.1
0.027 m3 Kayu kamper, usuk 5/7 6,551,000.00 = 176,877.00
0.200 Kg Paku biasa 7 - 10 cm 19,000.00 = 3,800.00
= 180,677.00
Upah An. SNI ( Revisi ) 6.45.2
0.250 Oh Pekerja 101,000.00 = 25,250.00
 0.350 Oh Tukang kayu 127,000.00 = 44,450.00
0.035 Oh Kepala tukang 139,000.00 = 4,865.00
0.013 Oh Mandor 145,000.00 = 1,812.50
= 76,377.50
= 257,054.50

67 1 m2 Pasang rangka langit-langit ( 30 x 30 ) cm, kayu bengkirai / kruwing / kempas. 5/7

Bahan An. SNI ( Revisi ) 6.46.1
0.027 m3 Kayu borneo, usuk. 7,256,000.00 = 195,912.00
0.200 Kg Paku biasa 7 - 10 cm 19,000.00 = 3,800.00
= 199,712.00
Upah An. SNI ( Revisi ) 6.46.2
0.250 Oh Pekerja 101,000.00 = 25,250.00
0.350 Oh Tukang kayu 127,000.00 = 44,450.00
0.035 Oh Kepala tukang 139,000.00 = 4,865.00
0.013 Oh Mandor 145,000.00 = 1,812.50
= 76,377.50
= 276,089.50

PASANG LISPLANG
68 1 m' Pasang lisplang ukuran ( 3 x 20 ) cm, kayu jati
Bahan An. SNI ( Revisi ) 6.47.1
0.011 m3 Kayu jati, papan 38,521,000.00 = 416,026.80
0.100 Kg Paku biasa 2" - 5" 19,000.00 = 1,900.00
= 417,926.80
Upah An. SNI ( Revisi ) 6.47.2
0.100 Oh Pekerja 101,000.00 = 10,100.00
0.200 Oh Tukang kayu 127,000.00 = 25,400.00
0.020 Oh Kepala tukang 139,000.00 = 2,780.00
0.005 Oh Mandor 145,000.00 = 725.00
= 39,005.00
= 456,931.80

69 1 m' Pasang lisplang ukuran ( 3 x 20 ) cm, kayu kamper

Bahan An. SNI ( Revisi ) 6.48.1
0.011 m3 Kayu kamper, papan 16,666,000.00 = 179,992.80
0.100 Kg Paku biasa 2" - 5" 19,000.00 = 1,900.00
= 181,892.80
Upah An. SNI ( Revisi ) 6.47.2
0.100 Oh Pekerja 101,000.00 = 10,100.00
0.200 Oh Tukang kayu 127,000.00 = 25,400.00
0.020 Oh Kepala tukang 139,000.00 = 2,780.00
0.005 Oh Mandor 145,000.00 = 725.00
= 39,005.00
= 220,897.80

70 1 m' Pasang lisplang ukuran ( 3 x 20 ) cm, kayu meranti.

Bahan An. SNI ( Revisi ) 6.48.1
0.011 m3 Kayu meranti, papan 7,556,000.00 = 81,604.80
0.100 Kg Paku biasa 2" - 5" 19,000.00 = 1,900.00
= 83,504.80
Upah An. SNI ( Revisi ) 6.47.2
0.100 Oh Pekerja 101,000.00 = 10,100.00
0.200 Oh Tukang kayu 127,000.00 = 25,400.00
0.020 Oh Kepala tukang 139,000.00 = 2,780.00
0.005 Oh Mandor 145,000.00 = 725.00
= 39,005.00
= 122,509.80

71 1 m' Pasang lisplang ukuran ( 3 x 30 ) cm, kayu jati

Bahan An. SNI ( Revisi ) 6.49.1
0.011 m3 Kayu jati, papan 38,521,000.00 = 423,731.00
0.050 Kg Paku biasa 2" - 5" 19,000.00 = 950.00
 = 424,681.00
Upah An. SNI ( Revisi ) 6.49.2
0.110 Oh Pekerja 101,000.00 = 11,110.00
0.200 Oh Tukang kayu 127,000.00 = 25,400.00
0.200 Oh Kepala tukang 139,000.00 = 27,800.00
0.005 Oh Mandor 145,000.00 = 725.00
= 65,035.00
= 489,716.00

72 1 m' Pasang lisplang ukuran ( 3 x 30 ) cm, kayu kamper

Bahan An. SNI ( Revisi ) 6.50.1
0.011 m3 Kayu kamper, papan 16,666,000.00 = 183,326.00
0.050 Kg Paku biasa 2" - 5" 19,000.00 = 950.00
= 184,276.00
Upah An. SNI ( Revisi ) 6.49.2
0.110 Oh Pekerja 101,000.00 = 11,110.00
0.200 Oh Tukang kayu 127,000.00 = 25,400.00
0.200 Oh Kepala tukang 139,000.00 = 27,800.00
0.005 Oh Mandor 145,000.00 = 725.00
= 65,035.00
= 249,311.00

73 1 m' Pasang lisplang ukuran ( 3 x 30 ) cm, kayu meranti.

Bahan An. SNI ( Revisi ) 6.50.1
0.011 m3 Kayu kamper, meranti. 7,556,000.00 = 83,116.00
0.050 Kg Paku biasa 2" - 5" 19,000.00 = 950.00
= 84,066.00
Upah An. SNI ( Revisi ) 6.49.2
0.110 Oh Pekerja 101,000.00 = 11,110.00
0.200 Oh Tukang kayu 127,000.00 = 25,400.00
0.200 Oh Kepala tukang 139,000.00 = 27,800.00
0.005 Oh Mandor 145,000.00 = 725.00
= 65,035.00
= 149,101.00

74 1 m' Pasang lisplang ukuran 2 x ( 3 x 20 ) cm, kayu kamper

Bahan An. SNI ( Revisi ) 6.51.1
0.015 m3 Kayu kamper, papan 16,666,000.00 = 241,657.00
0.060 Kg Paku biasa 2" - 5" 19,000.00 = 1,140.00
= 242,797.00
Upah An. SNI ( Revisi ) 6.51.2
0.150 Oh Pekerja 101,000.00 = 15,150.00
0.250 Oh Tukang kayu 127,000.00 = 31,750.00
0.025 Oh Kepala tukang 139,000.00 = 3,475.00
0.075 Oh Mandor 145,000.00 = 10,875.00
= 61,250.00
= 304,047.00

75 1 m' Pasang lisplang ukuran 2 x ( 3 x 20 ) cm, kayu meranti.

Bahan An. SNI ( Revisi ) 6.51.1
0.015 m3 Kayu meranti, papan 7,556,000.00 = 109,562.00
0.060 Kg Paku biasa 2" - 5" 19,000.00 = 1,140.00
= 110,702.00
Upah An. SNI ( Revisi ) 6.51.2
0.150 Oh Pekerja 101,000.00 = 15,150.00
0.250 Oh Tukang kayu 127,000.00 = 31,750.00
0.025 Oh Kepala tukang 139,000.00 = 3,475.00
0.075 Oh Mandor 145,000.00 = 10,875.00
= 61,250.00
= 171,952.00
 76 1 m' Pasang lisplang ukuran 2 x ( 2 x 20 ) cm, kayu kamper
Bahan An. SNI ( Revisi ) 6.52.1
0.009 m3 Kayu kamper, papan 16,666,000.00 = 143,327.60
0.060 Kg Paku biasa 2" - 5" 19,000.00 = 1,140.00
= 144,467.60
Upah An. SNI ( Revisi ) 6.52.2
0.100 Oh Pekerja 101,000.00 = 10,100.00
0.100 Oh Tukang kayu 127,000.00 = 12,700.00
0.010 Oh Kepala tukang 139,000.00 = 1,390.00
0.050 Oh Mandor 145,000.00 = 7,250.00
= 31,440.00
= 175,907.60

77 1 m' Pasang lisplang ukuran 2 x ( 2 x 20 ) cm, kayu meranti.

Bahan An. SNI ( Revisi ) 6.52.1
0.009 m3 Kayu meranti, papan 7,556,000.00 = 64,981.60
0.060 Kg Paku biasa 2" - 5" 19,000.00 = 1,140.00
= 66,121.60
Upah An. SNI ( Revisi ) 6.52.2
0.100 Oh Pekerja 101,000.00 = 10,100.00
0.100 Oh Tukang kayu 127,000.00 = 12,700.00
0.010 Oh Kepala tukang 139,000.00 = 1,390.00
0.050 Oh Mandor 145,000.00 = 7,250.00
= 31,440.00
= 97,561.60

79 1 m' Pasang lisplang ukuran 2 x ( 2 x 20 ) cm, kayu kruwing / bengkirai / kempas.

Bahan An. SNI ( Revisi ) 6.53.1
0.009 m3 Kayu borneo, papan 7,355,000.00 = 64,724.00
0.060 Kg Paku biasa 2" - 5" 19,000.00 = 1,140.00
= 65,864.00
Upah An. SNI ( Revisi ) 6.53.2
0.100 Oh Pekerja 101,000.00 = 10,100.00
0.100 Oh Tukang kayu 127,000.00 = 12,700.00
0.010 Oh Kepala tukang 139,000.00 = 1,390.00
0.050 Oh Mandor 145,000.00 = 7,250.00
= 31,440.00
= 97,304.00

DINDING PEMISAH KAYU / TRIPLEKS

79 1 m2 Pasang rangka dan dinding pemisah (60 x 120 ) Cm kayu kamper
Bahan An. SNI ( Revisi ) 6.54.1
0.020 m3 Kayu kamper, balok 14,853,000.00 = 289,633.50
0.007 m3 Kayu kamper, papan 16,666,000.00 = 116,662.00
0.100 Kg Paku biasa 2" - 5" 19,000.00 = 1,900.00
= 408,195.50
Upah An. SNI ( Revisi ) 6.54.2
0.150 Oh Pekerja 101,000.00 = 15,150.00
0.450 Oh Tukang kayu 127,000.00 = 57,150.00
0.045 Oh Kepala tukang 139,000.00 = 6,255.00
0.075 Oh Mandor 145,000.00 = 10,875.00
= 89,430.00
= 497,625.50

80 1 m2 Pasang rangka dan dinding pemisah (60 x 120) Cm kayu kruwing / bengkirai / kempas.
Bahan An. SNI ( Revisi ) 6.55.1
0.020 m3 Kayu , balok 12,317,000.00 = 240,181.50
0.007 m3 Kayu , papan 13,555,000.00 = 94,885.00
0.100 Kg Paku biasa 2" - 5" 19,000.00 = 1,900.00
= 336,966.50
Upah An. SNI ( Revisi ) 6.55.2
 0.150 Oh Pekerja 101,000.00 = 15,150.00
0.450 Oh Tukang kayu 127,000.00 = 57,150.00
0.045 Oh Kepala tukang 139,000.00 = 6,255.00
0.075 Oh Mandor 145,000.00 = 10,875.00
= 89,430.00
= 426,396.50

81 1 m2 Pasang rangka dan dinding pemisah ( 60 x 120) kayu meranti.

Bahan An. SNI ( Revisi ) 6.54.1
0.020 m3 Kayu meranti, balok 6,517,000.00 = 127,081.50
0.007 m3 Kayu meranti, papan 7,556,000.00 = 52,892.00
0.100 Kg Paku biasa 2" - 5" 19,000.00 = 1,900.00
= 181,873.50
Upah An. SNI ( Revisi ) 6.54.2
0.150 Oh Pekerja 101,000.00 = 15,150.00
0.450 Oh Tukang kayu 127,000.00 = 57,150.00
0.045 Oh Kepala tukang 139,000.00 = 6,255.00
0.075 Oh Mandor 145,000.00 = 10,875.00
= 89,430.00
= 271,303.50

82 1 m2 Pasang dinding pemisah tripleks 4mm rangkap, rangka kayu kamper

Bahan An. SNI ( Revisi ) 6.56.1
0.028 m3 Kayu kamper, balok 14,853,000.00 = 415,884.00
0.150 Kg Paku biasa 2" - 5" 19,000.00 = 2,850.00
0.560 Lt Lem kayu 17,000.00 = 9,520.00
0.860 Lbr Tripleks 120 x 240 Cm x 5 mm 82,000.00 = 70,520.00
= 498,774.00
Upah An. SNI ( Revisi ) 6.56.2
0.200 Oh Pekerja 101,000.00 = 20,200.00
0.600 Oh Tukang kayu 127,000.00 = 76,200.00
0.060 Oh Kepala tukang 139,000.00 = 8,340.00
0.010 Oh Mandor 145,000.00 = 1,450.00
= 106,190.00
= 604,964.00

83 1 m2 Pasang dinding pemisah teakwood rangkap, rangka kayu kamper

Bahan An. SNI ( Revisi ) 6.56.1
0.028 m3 Kayu kamper, balok 14,853,000.00 = 415,884.00
0.150 Kg Paku biasa 2" - 5" 19,000.00 = 2,850.00
0.560 Lt Lem kayu 17,000.00 = 9,520.00
0.860 Lbr Teakwood 4' x 8' x 4 mm 139,000.00 = 119,540.00
= 547,794.00
Upah An. SNI ( Revisi ) 6.56.2
0.200 Oh Pekerja 101,000.00 = 20,200.00
0.600 Oh Tukang kayu 127,000.00 = 76,200.00
0.060 Oh Kepala tukang 139,000.00 = 8,340.00
0.010 Oh Mandor 145,000.00 = 1,450.00
= 106,190.00
= 653,984.00

84 1 m2 Pasang dinding pemisah plywood / formica rangkap, rangka kayu kamper

Bahan An. SNI ( Revisi ) 6.57.1
0.028 m3 Kayu kamper, balok 14,853,000.00 = 415,884.00
0.150 Kg Paku biasa 2" - 5" 19,000.00 = 2,850.00
0.560 Lt Lem kayu 17,000.00 = 9,520.00
0.860 Lbr Plywood / formika. 221,000.00 = 190,060.00
= 618,314.00
Upah An. SNI ( Revisi ) 6.57.2
0.200 Oh Pekerja 101,000.00 = 101,000.20
0.600 Oh Tukang kayu 127,000.00 = 127,000.60
 0.060 Oh Kepala tukang 139,000.00 = 139,000.06
0.010 Oh Mandor 145,000.00 = 145,000.01
= 512,000.87
= 1,130,314.87

PASANG DINDING LAMBRESIRING

85 1 m2 Pasang dinding lambriziring dari papan jati
Bahan An. SNI ( Revisi ) 6.58.1
0.007 m3 Kayu jati, balok 25,100,000.00 = 175,700.00
0.100 Kg Paku biasa 2" - 5" 19,000.00 = 1,900.00
0.150 Kg Paku skrup 3,5" 126,000.00 = 18,900.00
= 196,500.00
Upah An. SNI ( Revisi ) 6.58.2
0.600 Oh Pekerja 101,000.00 = 60,600.00
1.800 Oh Tukang kayu 127,000.00 = 228,600.00
0.180 Oh Kepala tukang 139,000.00 = 25,020.00
0.030 Oh Mandor 145,000.00 = 4,350.00
= 318,570.00
= 515,070.00

86 1 m' Pasang list plafond, kayu profil

Bahan An. SNI ( Revisi ) 6.60.1
1.050 m' Kayu profil 40,000.00 = 42,000.00
= 42,000.00
Upah An. SNI ( Revisi ) 6.60.2
0.021 Oh Pekerja 101,000.00 = 2,121.00
0.021 Oh Tukang kayu 127,000.00 = 2,667.00
0.002 Oh Kepala tukang 139,000.00 = 278.00
0.001 Oh Mandor 145,000.00 = 145.00
= 5,211.00
= 47,211.00

87 1 m' Pasang list plafond, kayu kamper 1/5.

Bahan An. SNI ( Revisi ) 6.60.1
1.050 m' Kayu profil 3,333,200.00 = 3,499,860.00
= 3,499,860.00
Upah An. SNI ( Revisi ) 6.60.2
0.021 Oh Pekerja 101,000.00 = 2,121.00
0.021 Oh Tukang kayu 127,000.00 = 2,667.00
0.002 Oh Kepala tukang 139,000.00 = 278.00
0.001 Oh Mandor 145,000.00 = 145.00
= 5,211.00
= 3,505,071.00
20.31189
32.24235
l dia 8 mm .
33.85553

20.62775
40.89754

31.1351
87.29849
79.24249
57.95872
85.18465
79.71831
###
Rp
Rp

Rp
Rp
Rp
Rp
Rp
Rp
80.22814
5.844001

Rp 54.04

Rp 48.18
Rp 37.42

Rp 15.53

41.45862

28.80951
0.094797