II Tenaga
Pekerja 2.400 Oh U.4 85,000 204,000.00 Tukang Batu 0.800 Oh U.6 130,000 104,000.00 Kepala Tukang 0.080 Oh U.7 140,000 11,200.00 Mandor 0.119 Oh U.5 150,000 17,850.00 Jumlah 803,010.00 Over Head 10% 80,301.00 Total 883,311.00
PEKERJAAN DINDING
1M2 ANL_C.1No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Bata merah 140.000 Buah P.26 750 105,000.00 Semen Portland 0.659 Zak P.29 72,000 47,448.00 Pasir Pasang 0.091 m3 P.21 180,000 16,380.00
II Tenaga
Pekerja 0.600 Oh U.4 85,000 51,000.00 Tukang Batu 0.200 Oh U.6 130,000 26,000.00 Kepala Tukang 0.020 Oh U.7 140,000 2,800.00 Mandor 0.030 Oh U.5 150,000 4,500.00
Jumlah 253,128.00
Over Head 10% 25,312.80
Total 278,440.80
1M2 ANL_C.2
No Uraian Kuantitas Satuan Kode Pekerjaan (Rp)Harga Satuan Jumlah Harga( Rp )
1 2 3 4 5 6
I Bahan
Bata merah 140.000 Buah P.26 750 105,000.00 Semen Portland 0.531 Zak P.29 72,000 38,232.00 Pasir Pasang 0.093 m3 P.21 180,000 16,740.00
II Tenaga - Pekerja 0.600 Oh U.4 85,000 51,000.00 Tukang Batu 0.200 Oh U.6 130,000 26,000.00 Kepala Tukang 0.020 Oh U.7 140,000 2,800.00 Mandor 0.030 Oh U.5 150,000 4,500.00
Jumlah 244,272.00
Over Head 10% 24,427.20
Total 268,699.20 Memasang dinding bata merah ukuran (5 x 11 x 22) cm tebal 1 bata, campuran
spesi 1 Pc : 3 Ps
Memasang dinding bata merah ukuran ( 5 x 11 x 22 ) cm tebal 1 bata, campuran spesi 1 Pc : 4 Ps
1M2 ANL_C.3 No Uraian Kuantitas Satuan Kode Pekerjaan (Rp)Harga Satuan Jumlah Harga( Rp )
1 2 3 4 5 6
I Bahan
Bata merah 140.000 Buah P.26 750 105,000.00 Semen Portland 0.444 Zak P.29 72,000 31,968.00 Pasir Pasang 0.102 m3 P.21 180,000 18,360.00
II Tenaga - Pekerja 0.600 Oh U.4 85,000 51,000.00 Tukang Batu 0.200 Oh U.6 130,000 26,000.00 Kepala Tukang 0.020 Oh U.7 140,000 2,800.00 Mandor 0.030 Oh U.5 150,000 4,500.00
Jumlah 239,628.00
Over Head 10% 23,962.80
Total 263,590.80
1M2 ANL_C.4
No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Bata merah 70.000 Buah P.26 750 52,500.00 Semen Portland 0.379 Zak P.29 72,000 27,288.00 Pasir Pasang 0.038 m3 P.21 180,000 6,840.00
II Tenaga - Pekerja 0.300 Oh U.4 85,000 25,500.00 Tukang Batu 0.100 Oh U.6 130,000 13,000.00 Kepala Tukang 0.010 Oh U.7 140,000 1,400.00 Mandor 0.015 Oh U.5 150,000 2,250.00
Jumlah 128,778.00
Over Head 10% 12,877.80
Total 141,655.80
1M2 ANL_C.5
No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Bata merah 70.000 Buah P.26 750 52,500.00 Semen Portland 0.287 Zak P.29 72,000 20,692.80 Pasir Pasang 0.040 m3 P.21 180,000 7,200.00
II Tenaga - Pekerja 0.300 Oh U.4 85,000 25,500.00 Tukang Batu 0.100 Oh U.6 130,000 13,000.00 Kepala Tukang 0.010 Oh U.7 140,000 1,400.00 Mandor 0.015 Oh U.5 150,000 2,250.00
Jumlah 122,542.80
Over Head 10% 12,254.28
Total 134,797.08 Memasang dinding bata merah ukuran ( 5 x 11 x 22 ) cm tebal 1 bata, campuran
spesi 1 Pc : 5 Ps
Memasang dinding bata merah ukuran ( 5 x 11 x 22 ) cm tebal 1/2 bata, campuran spesi 1 Pc : 2 Ps
Memasang dinding bata merah ukuran ( 5 x 11 x 22 ) cm tebal 1/2 bata, campuran spesi 1 Pc : 3 Ps
1M2 ANL_C.6 No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Bata merah 70.000 Buah P.26 750 52,500.00 Semen Portland 0.230 Zak P.29 72,000 16,560.00 Pasir Pasang 0.043 m3 P.21 180,000 7,740.00
II Tenaga - Pekerja 0.300 Oh U.4 85,000 25,500.00 Tukang Batu 0.100 Oh U.6 130,000 13,000.00 Kepala Tukang 0.010 Oh U.7 140,000 1,400.00 Mandor 0.015 Oh U.5 150,000 2,250.00
Jumlah 118,950.00
Over Head 10% 11,895.00
Total 130,845.00
1M2 ANL_C.7
No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Bata merah 70.000 Buah P.26 750 52,500.00 Semen Portland 0.194 Zak P.29 72,000 13,939.20 Pasir Pasang 0.045 m3 P.21 180,000 8,100.00
II Tenaga - Pekerja 0.300 Oh U.4 85,000 25,500.00 Tukang Batu 0.100 Oh U.6 130,000 13,000.00 Kepala Tukang 0.010 Oh U.7 140,000 1,400.00 Mandor 0.015 Oh U.5 150,000 2,250.00
Jumlah 116,689.20
Over Head 10% 11,668.92
Total 128,358.12
1M2 ANL_C.8
No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Terawang ( Roster ) 30.000 Buah C.9 60,500 1,815,000.00 Semen Portland 0.220 Zak P.29 72,000 15,840.00 Pasir Pasang 0.035 m3 P.21 180,000 6,300.00
II Tenaga - Pekerja 0.300 Oh U.4 85,000 25,500.00 Tukang Batu 0.100 Oh U.6 130,000 13,000.00 Kepala Tukang 0.010 Oh U.7 140,000 1,400.00 Mandor 0.015 Oh U.5 150,000 2,250.00
Jumlah 1,879,290.00
Over Head 10% 187,929.00
Total 2,067,219.00 Memasang dinding bata merah ukuran ( 5 x 11 x 22 ) cm tebal 1/2 bata,
campuran spesi 1Pc : 4 Ps
Memasang dinding bata merah ukuran ( 5 x 11 x 22 ) cm tebal 1/2 bata, campuran spesi 1Pc : 5 Ps
Memasang dinding dinding terawang ( roster ) ukuran ( 12 x 11 x 24 ) cm , campuran spesi 1Pc : 5 Ps
1M2 ANL_C.9 No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Terawang ( Roster ) 70.000 Buah C.9 60,500 4,235,000.00 Semen Portland 0.280 Zak P.29 72,000 20,160.00 Pasir Pasang 0.032 m3 P.21 180,000 5,760.00
II Tenaga - Pekerja 0.300 Oh U.4 85,000 25,500.00 Tukang Batu 0.100 Oh U.6 130,000 13,000.00 Kepala Tukang 0.010 Oh U.7 140,000 1,400.00 Mandor 0.015 Oh U.5 150,000 2,250.00
Jumlah 4,303,070.00
Over Head 10% 430,307.00
Total 4,733,377.00
PEKERJAAN BETON
1 Kg Pembesian dengan besi polos atau besi ulir ANL_D.1 No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp ) 1 2 3 4 5 6 I Bahan Besi Beton 1.050 kg BS.2 19,000 19,950.00 Kawat Beton 0.015 kg BS.9 25,400 381.00 - II Tenaga Pekerja 0.007 Oh U.4 85,000 595.00 Tukang Besi 0.007 Oh U.10 130,000 910.00 Kepala Tukang 0.001 Oh U.11 140,000 98.00 Mandor 0.000 Oh U.11 140,000 56.00
Jumlah 21,990.00
Over Head 10% 2,199.00
Total/1 Kg 24,189.00 1M2 Memasang bekisting untuk pondasi ANL_D.2
No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.040 M3 K.5 3,000,000 120,000.00 Paku 5 cm - 10 cm 0.300 kg PK.2 21,400 6,420.00 Minyak Bekisting 0.100 Liter FN.7 47,580 4,758.00
II Tenaga
Pekerja 0.520 Oh U.4 85,000 44,200.00 Tukang Kayu 0.260 Oh U.8 130,000 33,800.00 Kepala Tukang 0.026 Oh U.9 140,000 3,640.00 Mandor 0.026 Oh U.5 150,000 3,900.00
Jumlah 216,718.00
Over Head 10% 21,671.80
Total 238,389.80 Memasang Bata Berongga Ekdpose ukuran ( 12 x 11 x 24 ) cm , campuran spesi
1M2 Memasang bekisting untuk Sloof ANL_D.3 No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.045 M3 K.5 3,000,000 135,000.00 Paku 5 cm - 10 cm 0.300 kg PK.2 21,400 6,420.00 Minyak Bekisting 0.100 Liter FN.7 47,580 4,758.00
II Tenaga
Pekerja 0.520 Oh U.4 85,000 44,200.00 Tukang Kayu 0.260 Oh U.8 130,000 33,800.00 Kepala Tukang 0.026 Oh U.9 140,000 3,640.00 Mandor 0.026 Oh U.5 150,000 3,900.00
Jumlah 231,718.00
Over Head 10% 23,171.80
Total 254,889.80
1M2 Memasang bekisting untuk kolom ANL_D.4
No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.040 m3 K.5 3,000,000 120,000.00 Paku 5 cm - 10 cm 0.400 kg PK.2 21,400 8,560.00 Minyak Bekisting 0.200 Liter FN.7 47,580 9,516.00 Balok Kayu Kelas II 0.018 m3 K.4 4,500,000 81,000.00 Triplek 6 mm 0.350 Lembar LG.4 99,000 34,650.00 Dolken Kayu Galam, 2.000 Batang K.9 25,000 50,000.00 dia. 8 - 10 cm, panjang 4 m
II Tenaga
Pekerja 0.660 Oh U.4 85,000 56,100.00 Tukang Kayu 0.330 Oh U.8 130,000 42,900.00 Kepala Tukang 0.033 Oh U.9 140,000 4,620.00 Mandor 0.033 Oh U.5 150,000 4,950.00
Jumlah 412,296.00
Over Head 10% 41,229.60
Total 453,525.60
1M2 Memasang bekisting untuk Balok ANL_D.5
No Uraian Kuantitas Satuan Kode Pekerjaan (Rp)Harga Satuan Jumlah Harga( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.040 m3 K.5 3,000,000 120,000.00 Paku 5 cm - 10 cm 0.400 kg PK.2 21,400 8,560.00 Minyak Bekisting 0.200 Liter FN.7 47,580 9,516.00 Balok Kayu Kelas II 0.018 m3 K.4 4,500,000 81,000.00 Triplek 6 mm 0.350 Lembar LG.4 99,000 34,650.00 Dolken Kayu Galam, 2.000 Batang K.9 25,000 50,000.00
dia. 8 - 10 cm, panjang 4 m
II Tenaga
Pekerja 0.660 Oh U.4 85,000 56,100.00 Tukang Kayu 0.330 Oh U.8 130,000 42,900.00 Kepala Tukang 0.033 Oh U.9 140,000 4,620.00 Mandor 0.033 Oh U.5 150,000 4,950.00
Jumlah 412,296.00
Over Head 10% 41,229.60
1M2 bekisting untuk Lantai ANL_D.6 No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III - m3 K.5 3,000,000 - Paku 5 cm - 10 cm 0.400 kg PK.2 21,400 8,560.00 Minyak Bekisting 0.200 Liter FN.7 47,580 9,516.00 Balok Kayu Kelas II 0.002 m3 K.4 4,500,000 6,750.00 Triplek 6 mm 0.350 Lembar LG.4 99,000 34,650.00 Dolken Kayu Galam, Batang K.9 25,000 -
dia. 8 - 10 cm, panjang 4 m
II Tenaga
Pekerja 0.660 Oh U.4 85,000 56,100.00 Tukang Kayu 0.330 Oh U.8 130,000 42,900.00 Kepala Tukang 0.033 Oh U.9 140,000 4,620.00 Mandor 0.033 Oh U.5 150,000 4,950.00
Jumlah 168,046.00
Over Head 10% 16,804.60
Total 184,850.60 1M2 Memasang bekisting untuk Dinding ANL_D.7
No Uraian Kuantitas Satuan Kode Pekerjaan (Rp)Harga Satuan Jumlah Harga( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.030 m3 K.5 3,000,000 90,000.00 Paku 5 cm - 10 cm 0.400 kg PK.2 21,400 8,560.00 Minyak Bekisting 0.200 Liter FN.7 47,580 9,516.00 Balok Kayu Kelas II 0.020 m3 K.4 4,500,000 90,000.00 Triplek 6 mm 0.350 Lembar LG.4 99,000 34,650.00 Dolken Kayu Galam, 7.000 Batang K.9 25,000 175,000.00
dia. 8 - 10 cm, panjang 4 m
II Tenaga
Pekerja 0.660 Oh U.4 85,000 56,100.00 Tukang Kayu 0.330 Oh U.8 130,000 42,900.00 Kepala Tukang 0.033 Oh U.9 140,000 4,620.00 Mandor 0.033 Oh U.5 150,000 4,950.00
Jumlah 516,296.00
Over Head 10% 51,629.60
Total 567,925.60 1M2 Memasang bekisting untuk Tangga ANL_D.8
No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.030 m3 K.5 3,000,000 90,000.00 Paku 5 cm - 10 cm 0.400 kg PK.2 21,400 8,560.00 Minyak Bekisting 0.150 Liter FN.7 47,580 7,137.00 Balok Kayu Kelas II 0.015 m3 K.4 4,500,000 67,500.00 Triplek 6 mm 0.350 Lembar LG.4 99,000 34,650.00 Dolken Kayu Galam, 2.000 Batang K.9 25,000 50,000.00
dia. 8 - 10 cm, panjang 4 m
II Tenaga
Pekerja 0.660 Oh U.4 85,000 56,100.00 Tukang Kayu 0.330 Oh U.8 130,000 42,900.00 Kepala Tukang 0.033 Oh U.9 140,000 4,620.00 Mandor 0.033 Oh U.5 150,000 4,950.00
Jumlah 366,417.00
Over Head 10% 36,641.70
1M3 Membuat pondasi beton bertulang (150 kg besi + bekisting ) ANL_D.9 No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.200 m3 K.5 3,000,000 600,000.00 Paku 5 cm - 10 cm 1.500 kg PK.2 21,400 32,100.00 Besi Beton Polos 157.500 kg BS.2 19,000 2,992,500.00 Kawat Beton 2.250 kg BS.9 25,400 57,150.00 Semen Portland 6.720 Zak P.29 72,000 483,840.00 Pasir Beton 0.540 m3 P.20 200,000 108,000.00 Kerikil 0.810 m3 P.6 150,000 121,500.00
II Tenaga
Pekerja 5.300 Oh U.4 85,000 450,500.00 Tukang Batu 0.275 Oh U.6 130,000 35,750.00 Tukang Kayu 1.300 Oh U.8 130,000 169,000.00 Tukang Besi 1.050 Oh U.10 130,000 136,500.00 Kepala Tukang Batu 0.262 Oh U.7 140,000 36,680.00 Mandor 0.265 Oh U.5 150,000 39,750.00
Jumlah 5,263,270.00
Over Head 10% 526,327.00
Total 5,789,597.00 1M3 Membuat sloof beton bertulang (200 kg besi + bekisting) ANL_D.10
No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.270 m3 K.5 3,000,000 810,000.00 Paku 5 cm - 10 cm 2.000 kg PK.2 21,400 42,800.00 Besi Beton Polos 200.000 kg BS.2 19,000 3,800,000.00 Kawat Beton 3.000 kg BS.9 25,400 76,200.00 Semen Portland 6.720 kg P.29 72,000 483,840.00 Pasir Beton 0.540 m3 P.20 200,000 108,000.00 Kerikil 0.810 m3 P.6 150,000 121,500.00 II Tenaga Pekerja 5.650 Oh U.4 85,000 480,250.00 Tukang Batu 0.275 Oh U.6 130,000 35,750.00 Tukang Kayu 1.560 Oh U.8 130,000 202,800.00 Tukang Besi 1.400 Oh U.10 130,000 182,000.00 Kepala Tukang 0.323 Oh U.7 140,000 45,220.00 Mandor 0.283 Oh U.5 150,000 42,450.00
Jumlah 6,430,810.00 Over Head 10% 643,081.00 Total 7,073,891.00
1M3 Membuat sloof beton bertulang (150 kg besi + bekisting) ANL_D.10a No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.270 m3 K.5 3,000,000 810,000.00 Paku 5 cm - 10 cm 2.000 kg PK.2 21,400 42,800.00 Besi Beton Polos 150.000 kg BS.2 19,000 2,850,000.00 Kawat Beton 3.000 kg BS.9 25,400 76,200.00 Semen Portland 6.720 kg P.29 72,000 483,840.00 Pasir Beton 0.540 m3 P.20 200,000 108,000.00 Kerikil 0.810 m3 P.6 150,000 121,500.00 II Tenaga Pekerja 5.650 Oh U.4 85,000 480,250.00 Tukang Batu 0.275 Oh U.6 130,000 35,750.00 Tukang Kayu 1.560 Oh U.8 130,000 202,800.00 Tukang Besi 1.400 Oh U.10 130,000 182,000.00 Kepala Tukang 0.323 Oh U.7 140,000 45,220.00 Mandor 0.283 Oh U.5 150,000 42,450.00
Jumlah 5,480,810.00 Over Head 10% 548,081.00 Total 6,028,891.00 1M3 Membuat Kolom beton bertulang (150 kg besi + bekisting) ANL_D.11
No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.400 m3 K.5 3,000,000 1,200,000.00 Paku 5 cm - 10 cm 4.000 kg PK.2 21,400 85,600.00 Besi Beton Polos 150.000 kg BS.2 19,000 2,850,000.00 Kawat Beton 4.500 kg BS.9 25,400 114,300.00 Semen Portland 6.720 kg P.29 72,000 483,840.00 Pasir Beton 0.540 m3 P.20 200,000 108,000.00 Kerikil 0.810 m3 P.6 150,000 121,500.00 Balok Kayu Kelas II 0.150 m3 K.4 4,500,000 675,000.00 Bambu 20.000 Batang B.2 17,500 350,000.00
II Tenaga
Pekerja 7.050 Oh U.4 85,000 599,250.00 Tukang Batu 0.275 Oh U.6 130,000 35,750.00 Tukang Kayu 1.650 Oh U.8 130,000 214,500.00 Tukang Besi 2.100 Oh U.10 130,000 273,000.00 Kepala Tukang 0.403 Oh U.7 140,000 56,420.00 Mandor 0.353 Oh U.5 150,000 52,950.00
Jumlah 7,220,110.00
Over Head 10% 722,011.00 Total 7,942,121.00
1M3 Membuat Kolom beton bertulang (130 kg besi + bekisting) ANL_D.11a No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.400 m3 K.5 3,000,000 1,200,000.00 Paku 5 cm - 10 cm 4.000 kg PK.2 21,400 85,600.00 Besi Beton Polos 130.000 kg BS.2 19,000 2,470,000.00 Kawat Beton 4.500 kg BS.9 25,400 114,300.00 Semen Portland 6.720 kg P.29 72,000 483,840.00 Pasir Beton 0.540 m3 P.20 200,000 108,000.00 Kerikil 0.810 m3 P.6 150,000 121,500.00 Balok Kayu Kelas II 0.150 m3 K.4 4,500,000 675,000.00 Bambu 20.000 Batang B.2 17,500 350,000.00
II Tenaga
Pekerja 7.050 Oh U.4 85,000 599,250.00 Tukang Batu 0.275 Oh U.6 130,000 35,750.00 Tukang Kayu 1.650 Oh U.8 130,000 214,500.00 Tukang Besi 2.100 Oh U.10 130,000 273,000.00 Kepala Tukang 0.403 Oh U.7 140,000 56,420.00 Mandor 0.353 Oh U.5 150,000 52,950.00
Jumlah 6,840,110.00
Over Head 10% 684,011.00 Total 7,524,121.00 1M3 Membuat Balok beton bertulang (146 kg besi + bekisting) ANL_D.12
No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.320 m3 K.5 3,000,000 960,000.00 Paku 5 cm - 10 cm 3.200 kg PK.2 21,400 68,480.00 Besi Beton Polos 146.000 kg BS.2 19,000 2,774,000.00 Kawat Beton 3.000 kg BS.9 25,400 76,200.00 Semen Portland 6.720 Zak P.29 72,000 483,840.00 Pasir Beton 0.540 m3 P.20 200,000 108,000.00 Kerikil 0.810 m3 P.6 150,000 121,500.00 Balok Kayu Kelas II 0.140 m3 K.4 4,500,000 630,000.00 Bambu 16.000 Batang B.2 17,500 280,000.00
II Tenaga
Pekerja 6.350 Oh U.4 85,000 539,750.00 Tukang Batu 0.275 Oh U.6 130,000 35,750.00 Tukang Kayu 1.650 Oh U.8 130,000 214,500.00 Tukang Besi 1.400 Oh U.10 130,000 182,000.00 Kepala Tukang 0.333 Oh U.7 140,000 46,620.00 Mandor 0.318 Oh U.5 150,000 47,700.00
Jumlah 6,568,340.00
Over Head 10% 656,834.00
1M3 Membuat Balok beton Tanpa Tulangan ANL_D.12a No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.320 m3 K.5 3,000,000 960,000.00 Paku 5 cm - 10 cm 3.200 kg PK.2 21,400 68,480.00 Besi Beton Polos - kg BS.2 19,000 - Kawat Beton - kg BS.9 25,400 - Semen Portland 6.720 Zak P.29 72,000 483,840.00 Pasir Beton 0.540 m3 P.20 200,000 108,000.00 Kerikil 0.810 m3 P.6 150,000 121,500.00 Balok Kayu Kelas II 0.140 m3 K.4 4,500,000 630,000.00 Bambu 16.000 Batang B.2 17,500 280,000.00
II Tenaga
Pekerja 6.350 Oh U.4 85,000 539,750.00 Tukang Batu 0.275 Oh U.6 130,000 35,750.00 Tukang Kayu 1.650 Oh U.8 130,000 214,500.00 Tukang Besi 1.400 Oh U.10 130,000 182,000.00 Kepala Tukang 0.333 Oh U.7 140,000 46,620.00 Mandor 0.318 Oh U.5 150,000 47,700.00
Jumlah 3,718,140.00
Over Head 10% 371,814.00
Total 4,089,954.00 1M3 Membuat Dinding beton bertulang ( 150 kg besi + bekisting ) ANL_D.13
No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.240 m3 K.5 3,000,000 720,000.00 Paku 5 cm - 10 cm 3.200 kg PK.2 21,400 68,480.00 Minyak Bekisting 1.600 Liter FN.7 47,580 76,128.00 Besi Beton Polos 157.500 kg BS.2 19,000 2,992,500.00 Kawat Beton 2.250 kg BS.9 25,400 57,150.00 Semen Portland 6.720 Zak P.29 72,000 483,840.00 Pasir Beton 0.540 m3 P.20 200,000 108,000.00 Kerikil 0.810 m3 P.6 150,000 121,500.00 Balok Kayu Kelas II 0.160 m3 K.4 4,500,000 720,000.00 Triplek 6 mm 2.800 Lembar LG.4 99,000 277,200.00 Dolken Kayu Galam, 24.000 Batang K.9 25,000 600,000.00 dia. 8 - 10 cm, panjang 4 m
II Tenaga
Pekerja 5.300 Oh U.4 85,000 450,500.00 Tukang Batu 0.275 Oh U.6 130,000 35,750.00 Tukang Kayu 1.300 Oh U.8 130,000 169,000.00 Tukang Besi 1.050 Oh U.10 130,000 136,500.00 Kepala Tukang 0.262 Oh U.7 140,000 36,680.00 Mandor 0.265 Oh U.5 150,000 39,750.00
Jumlah 7,092,978.00
Over Head 10% 709,297.80
1M' Membuat Kolom Praktis beton bertulang ANL_D.14 No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.002 m3 K.5 3,000,000 6,000.00 Paku 5 cm - 10 cm 0.010 kg PK.2 21,400 214.00 Minyak Bekisting - Liter FN.7 47,580 - Besi Beton Polos 3.000 kg BS.2 19,000 57,000.00 Kawat Beton 0.450 kg BS.9 25,400 11,430.00 Semen Portland 0.080 Zak P.29 72,000 5,760.00 Pasir Beton 0.006 m3 P.20 200,000 1,200.00 Kerikil 0.009 m3 P.6 150,000 1,350.00
II Tenaga
Pekerja 0.180 Oh U.4 85,000 15,300.00 Tukang Batu 0.020 Oh U.6 130,000 2,600.00 Tukang Kayu 0.020 Oh U.8 130,000 2,600.00 Tukang Besi 0.020 Oh U.10 130,000 2,600.00 Kepala Tukang 0.006 Oh U.7 140,000 840.00 Mandor 0.009 Oh U.5 150,000 1,350.00
Jumlah 108,244.00
Over Head 10% 10,824.40
Total 119,068.40 Total 129,892.80 1M' Membuat Ring Balk beton bertulang ANL_D.15
No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.003 m3 K.5 3,000,000 9,000.00 Paku 5 cm - 10 cm 0.020 kg PK.2 21,400 428.00 Minyak Bekisting - Liter FN.7 47,580 - Besi Beton Polos 3.600 kg BS.2 19,000 68,400.00 Kawat Beton 0.050 kg BS.9 25,400 1,270.00 Semen Portland 0.110 kg P.29 72,000 7,920.00 Pasir Beton 0.009 m3 P.20 200,000 1,800.00 Kerikil 0.015 m3 P.6 150,000 2,250.00 II Tenaga Pekerja 0.297 Oh U.4 85,000 25,245.00 Tukang Batu 0.033 Oh U.6 130,000 4,290.00 Tukang Kayu 0.033 Oh U.8 130,000 4,290.00 Tukang Besi 0.033 Oh U.10 130,000 4,290.00 Kepala Tukang 0.010 Oh U.7 140,000 1,400.00 Mandor 0.015 Oh U.5 150,000 2,250.00
Jumlah 132,833.00
Over Head 10% 13,283.30
Total 146,116.30 M2 Membuat Lantai Kerja Beton Tumbuk 1Pc : 3 Ps : 5 Kr (tebal 5 Cm) ANL_D.16 No Uraian Kuantitas Satuan Kode Pekerjaan (Rp)Harga Satuan Jumlah Harga( Rp )
1 2 3 4 5 6
I Bahan
Semen Portland 0.200 zak P.29 72,000 14,400.00 Pasir Beton 0.026 M3 P.20 200,000 5,200.00 Koral Beton 0.024 M3 P.6 150,000 3,600.00
II Tenaga
Pekerja 1.150 Oh U.4 85,000 97,750.00 Tukang Batu 0.020 Oh U.6 130,000 2,600.00 Kepala Tukang 0.002 Oh U.7 140,000 280.00 Mandor 0.006 Oh U.5 150,000 900.00
Jumlah 124,730.00
Over Head 10% 12,473.00
M2 Membuat Lantai Kerja Beton Tumbuk 1Pc : 3 Ps : 5 Kr (tebal 10 Cm) ANL_D.16a No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Semen Portland 0.400 zak P.29 72,000 28,800.00 Pasir Beton 0.052 M3 P.20 200,000 10,400.00 Koral Beton 0.048 M3 P.6 150,000 7,200.00
II Tenaga
Pekerja 2.300 Oh U.4 85,000 195,500.00 Tukang Batu 0.030 Oh U.6 130,000 3,900.00 Kepala Tukang 0.002 Oh U.7 140,000 280.00 Mandor 0.006 Oh U.5 150,000 900.00
Jumlah 246,980.00
Over Head 10% 24,698.00
Total 271,678.00 M3 Membuat Beton Bertulang 1Pc : 2Ps : 3 Kr ANL_D.17 No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Semen Portland 4.640 Zak P.29 72,000 334,080.00 Pasir Beton 0.520 M3 P.20 200,000 104,000.00 Koral Beton 0.780 M3 P.6 150,000 117,000.00
II Tenaga
Pekerja 1.650 Oh U.4 85,000 140,250.00 Tukang Batu 0.250 Oh U.6 130,000 32,500.00 Kepala Tukang 0.025 Oh U.7 140,000 3,500.00 Mandor 0.080 Oh U.5 150,000 12,000.00
Jumlah 743,330.00
Over Head 10% 74,333.00
Total 817,663.00 M3 Membuat Beton Dengan Mutu fc' = 17.5 Mpa ANL_D.18 No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Semen Portland 7.760 Zak P.29 72,000 558,720.00 Pasir Beton 0.650 M3 P.20 200,000 130,000.00 Koral Beton 0.650 M3 P.6 150,000 97,500.00
II Tenaga
Pekerja 6.000 Oh U.4 85,000 510,000.00 Tukang Batu 1.000 Oh U.6 130,000 130,000.00 Kepala Tukang 0.100 Oh U.7 140,000 14,000.00 Mandor 0.300 Oh U.5 150,000 45,000.00
Jumlah 1,485,220.00 Over Head 10% 148,522.00 Total 1,633,742.00
M3 Membuat Plat Beton Bertulang ( 150 kg Besi + Bekisting) ANL_D.19 No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.240 m3 K.5 3,000,000 720,000.00 Paku 5 cm - 10 cm 3.200 kg PK.2 21,400 68,480.00 Minyak Bekisting 1.600 Liter FN.7 47,580 76,128.00 Besi Beton Polos 150.000 kg BS.2 19,000 2,850,000.00 Kawat Beton 2.250 kg BS.9 25,400 57,150.00 Semen Portland 6.720 Zak P.29 72,000 483,840.00 Pasir Beton 0.540 m3 P.20 200,000 108,000.00 Kerikil 0.810 m3 P.6 150,000 121,500.00 Balok Kayu Kelas II 0.208 m3 K.4 4,500,000 936,000.00 Triplek 6 mm 2.800 Lembar LG.4 99,000 277,200.00 Dolken Kayu Galam, 24.000 Batang K.9 25,000 600,000.00 dia. 8 - 10 cm, panjang 4 m
II Tenaga
Pekerja 5.300 Oh U.4 85,000 450,500.00 Tukang Batu 0.275 Oh U.6 130,000 35,750.00 Tukang Kayu 1.300 Oh U.8 130,000 169,000.00 Tukang Besi 1.050 Oh U.10 130,000 136,500.00 Kepala Tukang 0.262 Oh U.7 140,000 36,680.00 Mandor 0.265 Oh U.5 150,000 39,750.00
Jumlah 7,166,478.00 Over Head 10% 716,647.80 Total 7,883,125.80 M3 Membuat Plat Lantai Beton Bertulang ( 150 kg Besi + Bekisting) ANL_D.19.a No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.240 m3 K.5 3,000,000 720,000.00 Paku 5 cm - 10 cm 3.200 kg PK.2 21,400 68,480.00 Minyak Bekisting 1.600 Liter FN.7 47,580 76,128.00 Besi Beton Polos 150.000 kg BS.2 19,000 2,850,000.00 Kawat Beton 2.250 kg BS.9 25,400 57,150.00 Semen Portland 6.720 Zak P.29 72,000 483,840.00 Pasir Beton 0.540 m3 P.20 200,000 108,000.00 Kerikil 0.810 m3 P.6 150,000 121,500.00 Balok Kayu Kelas II - m3 K.4 4,500,000 - Triplek 6 mm 2.800 Lembar LG.4 99,000 277,200.00 Dolken Kayu Galam, - Batang K.9 25,000 - dia. 8 - 10 cm, panjang 4 m
II Tenaga
Pekerja 5.300 Oh U.4 85,000 450,500.00 Tukang Batu 0.275 Oh U.6 130,000 35,750.00 Tukang Kayu 1.300 Oh U.8 130,000 169,000.00 Tukang Besi 1.050 Oh U.10 130,000 136,500.00 Kepala Tukang 0.262 Oh U.7 140,000 36,680.00 Mandor 0.265 Oh U.5 150,000 39,750.00
Jumlah 5,630,478.00 Over Head 10% 563,047.80 Total 6,193,525.80 M3 Membuat Plat Lantai Beton Bertulang ( 110 kg Besi + Bekisting) ANL_D.19.b No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.240 m3 K.5 3,000,000 720,000.00 Paku 5 cm - 10 cm 3.200 kg PK.2 21,400 68,480.00 Minyak Bekisting 1.600 Liter FN.7 47,580 76,128.00 Besi Beton Polos 110.000 kg BS.2 19,000 2,090,000.00 Kawat Beton 2.250 kg BS.9 25,400 57,150.00 Semen Portland 6.720 Zak P.29 72,000 483,840.00 Pasir Beton 0.540 m3 P.20 200,000 108,000.00
Kerikil 0.810 m3 P.6 150,000 121,500.00 Balok Kayu Kelas II - m3 K.4 4,500,000 - Triplek 6 mm 2.800 Lembar LG.4 99,000 277,200.00 Dolken Kayu Galam, - Batang K.9 25,000 - dia. 8 - 10 cm, panjang 4 m
II Tenaga
Pekerja 5.300 Oh U.4 85,000 450,500.00 Tukang Batu 0.275 Oh U.6 130,000 35,750.00 Tukang Kayu 1.300 Oh U.8 130,000 169,000.00 Tukang Besi 1.050 Oh U.10 130,000 136,500.00 Kepala Tukang 0.262 Oh U.7 140,000 36,680.00 Mandor 0.265 Oh U.5 150,000 39,750.00
Jumlah 4,870,478.00 Over Head 10% 487,047.80 Total 5,357,525.80
M3 Membuat Rabbat Beton (Camp. 1Pc : 3 Psr : 5 Kr) ANL_D.20 No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Semen Portland 4.360 Zak P.29 72,000 313,920.00 Pasir Beton 0.520 m3 P.20 200,000 104,000.00 Kerikil 0.870 m3 P.6 150,000 130,500.00 II Tenaga Pekerja 1.650 Oh U.4 85,000 140,250.00 Tukang Batu 0.250 Oh U.6 130,000 32,500.00 Kepala Tukang 0.025 Oh U.7 140,000 3,500.00 Mandor 0.080 Oh U.5 150,000 12,000.00
Jumlah 736,670.00 Over Head 10% 73,667.00 Total 810,337.00 1M3 Membuat Kolom beton bertulang (151 kg besi + bekisting) ANL_D.21
No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.400 m3 K.5 3,000,000 1,200,000.00 Paku 5 cm - 10 cm 4.000 kg PK.2 21,400 85,600.00 Besi Beton Polos 151.000 kg BS.2 19,000 2,869,000.00 Kawat Beton 4.500 kg BS.9 25,400 114,300.00 Semen Portland 6.720 kg P.29 72,000 483,840.00 Pasir Beton 0.540 m3 P.20 200,000 108,000.00 Kerikil 0.810 m3 P.6 150,000 121,500.00 Balok Kayu Kelas II 0.150 m3 K.4 4,500,000 675,000.00 Bambu 20.000 Batang B.2 17,500 350,000.00
II Tenaga
Pekerja 7.050 Oh U.4 85,000 599,250.00 Tukang Batu 0.275 Oh U.6 130,000 35,750.00 Tukang Kayu 1.650 Oh U.8 130,000 214,500.00 Tukang Besi 2.100 Oh U.10 130,000 273,000.00 Kepala Tukang 0.403 Oh U.7 140,000 56,420.00 Mandor 0.353 Oh U.5 150,000 52,950.00
Jumlah 7,239,110.00
Over Head 10% 723,911.00 Total 7,963,021.00
1M3 Membuat Kolom beton bertulang (153 kg besi + bekisting) ANL_D.22 No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.400 m3 K.5 3,000,000 1,200,000.00 Paku 5 cm - 10 cm 4.000 kg PK.2 21,400 85,600.00 Besi Beton Polos 153.000 kg BS.2 19,000 2,907,000.00 Kawat Beton 4.500 kg BS.9 25,400 114,300.00 Semen Portland 6.720 kg P.29 72,000 483,840.00 Pasir Beton 0.540 m3 P.20 200,000 108,000.00 Kerikil 0.810 m3 P.6 150,000 121,500.00 Balok Kayu Kelas II 0.150 m3 K.4 4,500,000 675,000.00 Bambu 20.000 Batang B.2 17,500 350,000.00
II Tenaga
Pekerja 7.050 Oh U.4 85,000 599,250.00 Tukang Batu 0.275 Oh U.6 130,000 35,750.00 Tukang Kayu 1.650 Oh U.8 130,000 214,500.00 Tukang Besi 2.100 Oh U.10 130,000 273,000.00 Kepala Tukang 0.403 Oh U.7 140,000 56,420.00 Mandor 0.353 Oh U.5 150,000 52,950.00
Jumlah 7,277,110.00
Over Head 10% 727,711.00 Total 8,004,821.00 1M3 Membuat Kolom beton bertulang (173 kg besi + bekisting) ANL_D.23
No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.400 m3 K.5 3,000,000 1,200,000.00 Paku 5 cm - 10 cm 4.000 kg PK.2 21,400 85,600.00 Besi Beton Polos 173.000 kg BS.2 19,000 3,287,000.00 Kawat Beton 4.500 kg BS.9 25,400 114,300.00 Semen Portland 6.720 kg P.29 72,000 483,840.00 Pasir Beton 0.540 m3 P.20 200,000 108,000.00 Kerikil 0.810 m3 P.6 150,000 121,500.00 Balok Kayu Kelas II 0.150 m3 K.4 4,500,000 675,000.00 Bambu 20.000 Batang B.2 17,500 350,000.00
II Tenaga
Pekerja 7.050 Oh U.4 85,000 599,250.00 Tukang Batu 0.275 Oh U.6 130,000 35,750.00 Tukang Kayu 1.650 Oh U.8 130,000 214,500.00 Tukang Besi 2.100 Oh U.10 130,000 273,000.00 Kepala Tukang 0.403 Oh U.7 140,000 56,420.00 Mandor 0.353 Oh U.5 150,000 52,950.00
Jumlah 7,657,110.00
Over Head 10% 765,711.00 Total 8,422,821.00
1M3 Membuat Balok beton bertulang (120 kg besi + bekisting) ANL_D.24 No Uraian Kuantitas Satuan Kode Harga Satuan Jumlah Harga
Pekerjaan (Rp) ( Rp )
1 2 3 4 5 6
I Bahan
Kayu Kelas III 0.320 m3 K.5 3,000,000 960,000.00 Paku 5 cm - 10 cm 3.200 kg PK.2 21,400 68,480.00 Besi Beton Polos 120.000 kg BS.2 19,000 2,280,000.00 Kawat Beton 3.000 kg BS.9 25,400 76,200.00 Semen Portland 6.720 Zak P.29 72,000 483,840.00 Pasir Beton 0.540 m3 P.20 200,000 108,000.00 Kerikil 0.810 m3 P.6 150,000 121,500.00 Balok Kayu Kelas II 0.140 m3 K.4 4,500,000 630,000.00 Bambu 16.000 Batang B.2 17,500 280,000.00
II Tenaga
Pekerja 6.350 Oh U.4 85,000 539,750.00 Tukang Batu 0.275 Oh U.6 130,000 35,750.00 Tukang Kayu 1.650 Oh U.8 130,000 214,500.00 Tukang Besi 1.400 Oh U.10 130,000 182,000.00 Kepala Tukang 0.333 Oh U.7 140,000 46,620.00 Mandor 0.318 Oh U.5 150,000 47,700.00
Jumlah 6,074,340.00
Over Head 10% 607,434.00
Total 6,681,774.00