Daftar Harga Material Daftar Upah Pekerja

No Uraian Satuan Harga (Rp) No1 Kayu kelas III m2 1,402,500.00 12 Paku 5 cm - 12 cm m2 15,000.00 3 Balok kayu kelas II m3 2,975,000.00 24 Plywood kg 65,000.00 35 Besi Beton kg 9,250.00 46 Kawat Beton kg 14,000.00 57 Beton Ready Mix K-350 m3 848,040.00 68 Minyak Bekisting ltr 19,000.00

Volume Struktur Plat Lantai (Metode Konvensional)No

No Uraian Satuan Vol/Lt 11 Luas Permukaan Bekisting m2 1,557.16 22 Pembesian kg 23,162.20 33 Beton m3 197.77 4

Volume Struktur Balok (Metode Konvensional)5

No Uraian Satuan Vol/Lt 61 Luas Permukaan Bekisting m2 563.58 72 Pembesian kg 16,246.24 83 Beton m3 82.55 9

Volume Struktur Plat Lantai (Metode Half Slab)

No Uraian Satuan Vol/Lt1 Luas Permukaan Bekisting m2 - (isi)2 Pembesian Half Slab kg - (isi)3 Pembesian Topping kg - (isi)4 Beton Half Slab m3 - (isi)5 Beton Topping m3 - (isi)

Volume Struktur Balok (Metode Half Slab)

No Uraian Satuan Vol/Lt1 Luas Permukaan Bekisting m2 563.58 2 Pembesian kg 16,246.24 3 Beton m3 82.55

Daftar Upah Pekerja

Uraian Upah/Hari (Rp)Mandor 143,221.00

Kenek/Helper 93,351.00 kepala tukangn kayu 126,598.00

tukang kayu 109,960kepala tukang besi 126,598

tukang besi 109,945.00

Jenis Bahan Bangunan unit Harga bahan (Rp)Pasir Putih (bangka) m3 300,000

semen tiga roda / 50 kg zak 62,375besi beton ulir kg 16,875

Kayu Lapis (playwood)Triplek uk.3ftx7ftx4mm lbr 44,000

Triplek uk.3ftx7ftx18mm lbr 275,000paku uk. 4-5 cm kg 17,750paku uk. 6-7 cm kg 14,625

paku uk. 10-15 cm kg 14,625kawat beton kg 19,250

Harga Satuan Pekerjaan Bekisting (Metode Konvensional)

Koefisien Unit Item Pekerjaan Harga/UpahHarga Satuan

Tenaga MaterialPek. Bekisting Balok 0.040 m3 Kayu kelas III 1,402,500.00 56,100.00 0.400 kg Paku 5 cm - 12 cm 15,000.00 6,000.00 0.018 m3 Balok kayu kelas II 1,402,500.00 25,245.00 0.350 lbr Plywood 65,000.00 22,750.00 0.660 Hari Kenek/Helper 93,351.00 61,611.66 0.330 Hari Tukang kayu - - 0.033 Hari Mandor 143,221.00 4,726.29 1.000 ls Alat Bantu 126,598.00 Pek. Bekisting Plat 0.040 m3 Kayu kelas III 1,402,500.00 56,100.00 0.400 kg Paku 5 cm - 12 cm 15,000.00 6,000.00 0.015 m3 Balok kayu kelas II 2,975,000.00 44,625.00 0.350 lbr Plywood 65,000.00 22,750.00 0.660 Hari Kenek/Helper 93,351.00 61,611.66 0.330 Hari Tukang kayu - - 0.033 Hari Mandor 143,221.00 4,726.29 1.000 ls Alat Bantu 126,598.00

Harga Satuan Pekerjaan Pembesian Per 10 kg (Metode Konvensional)

Koefisien Unit Item Pekerjaan Harga/UpahHarga Satuan

Tenaga MaterialPek. Pembesian Plat 10.500 kg Besi Beton 9,250.00 97,125.00 0.150 kg Kawat 14,000.00 2,100.00 0.070 Hari Kenek/Helper 93,351.00 6,534.57 0.070 Hari Tukang besi - - 0.004 Hari Mandor 143,221.00 572.88 1.000 Ls Alat Bantu 126,598.00 Total Per 10 kg 7,107.45 99,225.00 Total Per kg 710.75 9,922.50

Pek. Pembesian Balok 10.500 kg Besi Beton 9,250.00 97,125.00 0.150 kg Kawat 14,000.00 2,100.00 0.070 Hari Kenek/Helper 93,351.00 6,534.57 0.070 Hari Tukang besi - - 0.004 Hari Mandor 143,221.00 572.88 1.000 Ls Alat Bantu 126,598.00

Total Per 10 kg 7,107.45 99,225.00 Total Per kg 710.75 9,922.50

Harga Satuan Pekerjaan Beton (Metode Konvensional)

Koefisien Unit Item Pekerjaan Harga/UpahHarga Satuan

Tenaga MaterialBeton K-350 Plat 1.050 m3 Ready Mix K-350 848,040.00 890,442.00 0.083 Hari Mandor 143,221.00 11,887.34 0.275 Hari Tukang - - 1.000 Hari Alat Bantu 126,598.00 Total 11,887.34 890,442.00

Beton K-350 Balok 1.050 m3 Ready Mix K-350 848,040.00 890,442.00 0.083 Hari Mandor 143,221.00 11,887.34 0.275 Hari Tukang - - 1.000 Hari Alat Bantu 126,598.00 Total 11,887.34 890,442.00

Harga Satuan Pekerjaan Bekisting (Metode Konvensional)

Harga SatuanTotal No Uraian Pekerjaan Satuan

Harga SatuanAlat Upah

1 Pek. Bekisting 56,100.00 Plat Lantai m2 66,337.95 6,000.00 Balok m2 66,337.95 25,245.00 2 Pek. Besi 22,750.00 Plat Lantai kg 710.75 61,611.66 Balok kg 710.75 - 3 Pek. Beton 4,726.29 Plat Lantai m3 11,887.34

126,598.00 126,598.00 Balok m3 11,887.34

56,100.00 6,000.00 44,625.00 22,750.00 61,611.66 - 4,726.29

126,598.00 126,598.00

Harga Satuan Pekerjaan Pembesian Per 10 kg (Metode Konvensional)

Harga SatuanTotal

Alat

97,125.00 2,100.00 6,534.57 - 572.88

126,598.00 126,598.00 126,598.00 232,930.45 126,598.00 23,293.05

97,125.00 2,100.00 6,534.57 - 572.88

126,598.00 126,598.00

126,598.00 232,930.45 126,598.00 23,293.05

Harga Satuan Pekerjaan Beton (Metode Konvensional)

Harga SatuanTotal

Alat

890,442.00 11,887.34 -

126,598.00 126,598.00 126,598.00 ###

890,442.00 11,887.34 -

126,598.00 126,598.00 126,598.00 ###

Harga SatuanTotal

Materal Alat

110,095.00 126,598.00 303,030.95 129,475.00 126,598.00 322,410.95

9,922.50 126,598.00 137,231.25 9,922.50 126,598.00 137,231.25

890,442.00 126,598.00 ### 890,442.00 126,598.00 ###

Harga Satuan Pekerjaan Bekisting (Metode Half Slab)

Koefisien Unit Item Pekerjaan Harga/UpahHarga Satuan

Tenaga MaterialPek. Bekisting Balok 0.040 m3 Kayu kelas III 1,402,500.00 56,100.00 0.400 kg Paku 5 cm - 12 cm 15,000.00 6,000.00 0.018 m3 Balok kayu kelas II 2,975,000.00 53,550.00 0.350 lbr Plywood 65,000.00 22,750.00 0.660 Hari Kenek/Helper 93,351.00 61,611.66 0.330 Hari Tukang kayu - - 0.033 Hari Mandor 143,221.00 4,726.29 1.000 ls Alat Bantu 126,598.00 Pek. Bekisting Plat Half Slab 0.040 Kayu kelas III 1,402,500.00 56,100.00 0.400 Paku 5 cm - 12 cm 15,000.00 6,000.00 0.015 Balok kayu kelas II 2,975,000.00 44,625.00 0.350 Plywood 65,000.00 22,750.00 0.200 Minyak Bekisting 19,000.00 3,800.00 0.660 Kenek/Helper 93,351.00 61,611.66 0.330 Tukang kayu - - 0.033 Mandor 143,221.00 4,726.29 1.000 Alat Bantu 126,598.00

Harga Satuan Pekerjaan Pembesian Per 10 kg (Metode Half Slab)

Koefisien Unit Item Pekerjaan Harga/UpahHarga Satuan

Tenaga MaterialPek. Pembesian Half Slab 10.500 kg Besi Beton 9,250.00 97,125.00 0.150 kg Kawat 14,000.00 2,100.00 0.070 Hari Kenek/Helfer 93,351.00 6,534.57 0.070 Hari Tukang - - 0.004 Hari Mandor 143,221.00 572.88 1.000 Ls Alat Bantu 126,598.00 Total Per 10 kg 7,107.45 99,225.00 Total Per kg 710.75 9,922.50

Pek. Pembesian Topping Half slab 10.500 kg Besi Beton 9,250.00 97,125.00 0.150 kg Kawat 14,000.00 2,100.00 0.070 Hari Kenek/Helfer 93,351.00 6,534.57 0.070 Hari Tukang - - 0.004 Hari Mandor 143,221.00 572.88 1.000 Ls Alat Bantu 126,598.00

Total Per 10 kg 7,107.45 99,225.00 Total Per kg 710.75 9,922.50

Pek. Pembesian Balok 10.500 kg Besi Beton 9,250.00 97,125.00 0.150 kg Kawat 14,000.00 2,100.00 0.070 Hari Kenek/Helfer 93,351.00 6,534.57 0.070 Hari Tukang - - 0.004 Hari Mandor 143,221.00 572.88 1.000 Ls Alat Bantu 126,598.00 Total Per 10 kg 7,107.45 99,225.00 Total Per kg 710.75 9,922.50

Harga Satuan Pekerjaan Beton (Metode Half Slab)

Koefisien Unit Item Pekerjaan Harga/UpahHarga Satuan

Tenaga MaterialBeton K-350 Half Slab 1.050 kg Ready Mix K-350 848,040.00 890,442.00 0.083 kg Mandor 143,221.00 11,887.34 0.275 Hari Tukang - - 1.000 Hari Alat Bantu 126,598.00 Total 11,887.34 890,442.00

Beton K-350 Topping Half Slab 1.050 kg Ready Mix K-350 848,040.00 890,442.00 0.083 kg Mandor 143,221.00 11,887.34 0.275 Hari Tukang - - 1.000 Hari Alat Bantu 126,598.00 Total 11,887.34 890,442.00

Beton K-350 Balok 1.050 kg Ready Mix K-350 848,040.00 890,442.00 0.083 kg Mandor 143,221.00 11,887.34 0.275 Hari Tukang - - 1.000 Hari Alat Bantu 126,598.00 Total 11,887.34 890,442.00

Harga Satuan Pekerjaan Bekisting (Metode Half Slab)

Harga SatuanTotal No Uraian Pekerjaan Satuan

Harga SatuanAlat Upah

1 Pek. Bekisting 56,100.00 Plat Lantai Half slab m2 66,337.95 6,000.00 Balok m2 66,337.95 53,550.00 2 Pek. Besi 22,750.00 Pembesian Half slab kg 710.75 61,611.66 Pembesian Topping kg 710.75 - Pembesian Balok kg 710.75 4,726.29 3 Pek. Beton

126,598.00 126,598.00 Beton Half Slab m3 11,887.34 Beton Topping m3 11,887.34

56,100.00 Beton Balok m3 11,887.34 6,000.00 44,625.00 22,750.00 3,800.00 61,611.66 - 4,726.29

126,598.00 126,598.00

Harga Satuan Pekerjaan Pembesian Per 10 kg (Metode Half Slab)

Harga SatuanTotal

Alat

97,125.00 2,100.00 6,534.57 - 572.88

126,598.00 126,598.00 126,598.00 232,930.45 126,598.00 23,293.05

97,125.00 2,100.00 6,534.57 - 572.88

126,598.00 126,598.00

126,598.00 232,930.45 126,598.00 23,293.05

97,125.00 2,100.00 6,534.57 - 572.88

126,598.00 126,598.00 126,598.00 232,930.45 126,598.00 23,293.05

Harga Satuan Pekerjaan Beton (Metode Half Slab) Kebutuhan beton

Harga SatuanTotal SI.F5-1

Alat 1698 4375 801298 145 80

890,442.00 150 425 80 11,887.34 573 225 80 - TOTAL

126,598.00 126,598.00 126,598.00 ### SI.F5-2

4745 1304 804850 394 80

890,442.00 11,887.34 - TOTAL

126,598.00 126,598.00 126,598.00 ### SI.F5-3

4850 1298 804525 400 80

890,442.00 11,887.34 - TOTAL

126,598.00 126,598.00 126,598.00 ### SI.F5-4

905 1240 803770 1650 80

TOTAL

SI.F5-5

250 1298 804525 1698 80

75 1298 80

TOTAL

SI.F5-6394 105 80

4745 1698 80

TOTAL

SI.F5-71298 145 801698 4375 80425 158 80573 225 80

TOTAL

SI.F5-8425 150 80573 225 80

1698 4450 801298 75 80

TOTAL

SI.F5-94750 1698 80

TOTAL

SI.F5-104750 1298 804600 400 80

TOTAL

SI.F5-11

4600 1650 80

TOTAL

SI.F5-11

4600 1650 80

TOTAL

SI.F5-121298 4750 804600 400 80

TOTAL

SI.F5-13573 225 80425 150 80

1698 4450 8075 1298 80

TOTAL

SI.F5-1475 1298 80

1698 4450 80425 150 80225 573 80

TOTAL

SI.F5-1575 1298 80

1698 4450 80225 573 80425 150 80

TOTAL

SI.F5-16400 2350 80

2124 2750 80

TOTAL

SI.F5-172750 2149 80400 2600 80

TOTAL

SI.F5-182600 1650 80

TOTAL

SI.F5-191698 4575 80

75 1298 80

TOTAL

SI.F5-204645 1698 80

TOTAL

SI.F5-214645 573 80700 4420 80

4570 425 80

TOTAL

SI.F5-224600 1650 80

TOTAL

SI.F5-22573 225 80150 425 80

TOTAL

Harga SatuanTotal

Materal Alat

133,275.00 126,598.00 326,210.95 138,400.00 126,598.00 331,335.95

9,922.50 126,598.00 137,231.25 9,922.50 126,598.00 137,231.25 9,922.50 126,598.00 137,231.25

890,442.00 126,598.00 1,028,927.34 890,442.00 126,598.00 1,028,927.34 890,442.00 126,598.00 1,028,927.34

MM3 M3 SII.F5-1 MM3 M3594300000 0.5943 150 425 80 5100000 0.005115056800 0.0151 573 225 80 10314000 0.01035100000 0.0051 4450 1698 80 6.04E+08 0.6045

10314000 0.0103 75 1298 80 7788000 0.0078TOTAL 0.6248 TOTAL 0.6277

MM3 M3 SII.F5-2 MM3 M3494998400 0.4950 4750 1698 80 6.45E+08 0.6452152872000 0.1529

TOTAL 0.6479 TOTAL 0.6452

MM3 M3 SII.F5-3 MM3 M3503624000 0.5036 75 1298 80 7788000 0.0078144800000 0.1448 4600 1698 80 6.25E+08 0.6249

75 1298 80 7788000 0.0078

TOTAL 0.6484 TOTAL 0.6404

MM3 M3 SII.F5-4 MM3 M389776000 0.0898 4600 1645 80 6.05E+08 0.6054

497640000 0.4976

TOTAL 0.5874 TOTAL 0.6054

MM3 M3 SII.F5-5 MM3 M3

25960000 0.0260 75 1298 80 7788000 0.0078614676000 0.6147 4600 1698 80 6.25E+08 0.6249

7788000 0.0078 75 1298 80 7788000 0.0078

TOTAL 0.6484 TOTAL 0.6404

MM3 M3 SII.F5-6 MM3 M33309600 0.0033 75 1298 80 7788000 0.0078

644560800 0.6446 4450 1698 80 6.04E+08 0.6045150 425 80 5100000 0.0051225 573 80 10314000 0.0103

TOTAL 0.6479 TOTAL 0.6277

MM3 M3 SII.F5-7 MM3 M315056800 0.0151 400 2600 80 83200000 0.0832

594300000 0.5943 2149 2750 80 4.73E+08 0.47285372000 0.0054

10314000 0.0103TOTAL 0.6250 TOTAL 0.5560

MM3 M3 SII.F5-8 MM3 M35100000 0.0051 400 2600 80 83200000 0.0832

10314000 0.0103 2149 2750 80 4.73E+08 0.4728604488000 0.6045

7788000 0.0078TOTAL 0.6277 TOTAL 0.5560

MM3 M3645240000 0.6452

TOTAL 0.6452

MM3 M3493240000 0.4932147200000 0.1472

TOTAL 0.6404

MM3 M3

607200000 0.6072

TOTAL 0.6072

MM3 M3

607200000 0.6072

TOTAL 0.6072

MM3 M3493240000 0.4932147200000 0.1472

TOTAL 0.6404

MM3 M310314000 0.01035100000 0.0051

604488000 0.60457788000 0.0078

TOTAL 0.6277

MM3 M37788000 0.0078

604488000 0.60455100000 0.0051

10314000 0.0103TOTAL 0.6277

MM3 M37788000 0.0078

604488000 0.604510314000 0.01035100000 0.0051

TOTAL 0.6277

MM3 M375200000 0.0752

467280000 0.4673

TOTAL 0.5425

MM3 M3472780000 0.472883200000 0.0832

TOTAL 0.5560

MM3 M3343200000 0.3432

TOTAL 0.3432

MM3 M3621468000 0.6215

7788000 0.0078

TOTAL 0.6293

MM3 M3630976800 0.6310

TOTAL 0.6310

MM3 M3212926800 0.2129247520000 0.2475155380000 0.1554

TOTAL 0.6158

MM3 M3607200000 0.6072

TOTAL 0.6072

MM3 M310314000 0.0103

TOTAL 0.0103

Metode KonvensionalNo Uraian Satuan Volume Harga (Rp) Total1 Pek. Bekisting

Plat Lantai m2 1,557.16 303,030.95 471,867,678.77 Balok m2 563.58 322,410.95 181,704,364.89

2 Pek. PembesianPlat Lantai kg 23,162.20 137,231.25 3,178,577,552.20 Balok kg 16,246.24 137,231.25 2,229,491,748.27

3 Pek. BetonPlat Lantai m3 197.77 1,028,927.34 203,490,960.63 Balok m3 82.55 1,028,927.34 84,937,952.16

Metode Half SlabNo Uraian Satuan Volume Harga (Rp) Total1 Pek. Bekisting

Plat Lantai m2 - 326,210.95 - Balok m2 563.58 331,335.95 186,734,316.39

2 Pek. PembesianPem. Half Slab kg - 137,231.25 - Pem. Topping kg - 137,231.25 - Pem. Balok kg 16,246.24 137,231.25 2,229,491,748.27

3 Pek. BetonBeton Plat Half Slab m3 - 1,028,927.34 - Beton Topping m3 - 1,028,927.34 - Beton Balok m3 82.55 1,028,927.34 84,937,952.16

Jumlah Pekerjaan / Lantai

6,350,070,256.93

Jumlah Pekerjaan / Lantai

2,501,164,016.82

No Jenis Pekerjaan SAT Harga Bahan RP. UPAH RP Harga Jadi Rp

1 m3 882.899.67 253.992.59 1.136.892.26

2 kg 18.007.50 1.568.98 19.576.48

3 m2 321.381.25 106.802.50 428.183.75

4

Pekerjaan Beton Mutu fc =31.2 Mpa (K350) slump

(12±2)cm.w/c=0.48

Pembesian Besi Polos atau besi ulir

Pekerjaan bekisting untuk lantai