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DAFTAR HARGA SATUAN PEKERJAAN WINNER T. FKEGIATAN : PROYEK PEMBANGUNAN RUMAH 20307046PEKERJAAN : KONSTRUKSI RUMAH 3 TB 01LOKASI : JAKARTATAHUN ANGGARAN : 2008
NO URAIAN PEKERJAAN SATUAN INDEKS BAHAN DAN UPAH (Rp) JUMLAH (Rp)
I PEKERJAAN PERSIAPAN1 PEMBERSIHAN LAHAN
Pekerja 10m² 0.75 55,798.00 41,848.50Mandor 10m² 0.025 85,607.00 2,140.18TOTAL 43,988.68
2 PEMASANGAN BOUWPLANKPapan dan Pancang m 0.01 8,050,000.00 80,500.00Paku m 0.1 15,000.00 1,500.00Tukang Kayu m 0.8 65,734.00 52,587.20Kepala Tukang Kayu m 0.08 75,671.00 6,053.68Pekerja m 0.28 55,798.00 15,623.44Mandor m 0.014 85,607.00 1,198.50TOTAL 157,462.82
3 GALIAN TANAH U/ PONDASIPekerja m³ 0.75 55,798.00 41,848.50Mandor m³ 0.025 85,607.00 2,140.18TOTAL 43,988.68
4 URUGAN PASIR BWH PONDASIPasir m³ 1.2 180,000.00 216,000.00Pekerja m³ 0.3 55,798.00 16,739.40Mandor m³ 0.01 85,607.00 856.07TOTAL 233,595.47
5 URUGAN PASIR BWH LANTAIPasir m³ 1.2 180,000.00 216,000.00Pekerja m³ 0.3 55,798.00 16,739.40Mandor m³ 0.01 85,607.00 856.07TOTAL 233,595.47
6 URUGAN TANAH KEMBALI SISI PONDASIPekerja m² 0.75 55,798.00 41,848.50Mandor m² 0.025 85,607.00 2,140.18TOTAL 43,988.68
7 URUGAN TANAH PENINGGIAN LANTAIPekerja m² 0.75 55,798.00 41,848.50Mandor m² 0.025 85,607.00 2,140.18TOTAL 43,988.68
NO URAIAN PEKERJAAN SATUAN INDEKS BAHAN DAN UPAH (Rp) JUMLAH (Rp)
II PEKERJAAN PONDASI1 PONDASI BATU KALI
Batu Kali m³ 1.2 160,000.00 192,000.00Semen m³ 4.26 52,000.00 221,520.00Pasir Pasang m³ 0.34 160,000.00 54,400.00Tukang Batu m³ 0.6 65,734.00 39,440.40Kepala Tukang Batu m³ 0.06 75,671.00 4,540.26Pekerja m³ 1.5 55,798.00 83,697.00Mandor m³ 0.015 85,607.00 1,284.11TOTAL 596,881.77
III PEKERJAAN BETON1 SLOOF BETON
Upah Pembesian m³ 0.75 1,095,000.00 821,250.00Kepala tukang batu m³ 0.039 75,671.00 2,951.17Pekerja m³ 0.781 55,798.00 43,578.24Mandor m³ 0.078 85,607.00 6,677.35TOTAL 874,456.75
2 KOLOM BETONUpah Pembesian m³ 0.75 1,095,000.00 821,250.00Kepala tukang batu m³ 0.039 75,671.00 2,951.17Pekerja m³ 0.781 55,798.00 43,578.24Mandor m³ 0.078 85,607.00 6,677.35TOTAL 874,456.75
3 RING BALK BETONUpah Pembesian m³ 0.75 1,095,000.00 821,250.00Kepala tukang batu m³ 0.039 75,671.00 2,951.17Pekerja m³ 0.781 55,798.00 43,578.24Mandor m³ 0.078 85,607.00 6,677.35TOTAL 874,456.75
4 MEJA DAPURSemen m³ 8.5 52,000.00 442,000.00Pasir beton m³ 0.54 160,000.00 86,400.00Kerikil m³ 0.82 260,000.00 213,200.00Tukang batu m³ 1 65,734.00 65,734.00Pekerja m³ 3 55,798.00 167,394.00Mandor m³ 0.1 85,607.00 8,560.70TOTAL 983,288.70
5 LIST PLANKSemen m³ 8.5 52,000.00 442,000.00Pasir beton m³ 0.54 160,000.00 86,400.00Kerikil m³ 0.82 260,000.00 213,200.00Tukang batu m³ 1 65,734.00 65,734.00
Pekerja m³ 3 55,798.00 167,394.00Mandor m³ 0.1 85,607.00 8,560.70TOTAL 983,288.70
NO URAIAN PEKERJAAN SATUAN INDEKS BAHAN DAN UPAH (Rp) JUMLAH (Rp)
6 TOPI TERASSemen m³ 8.5 52,000.00 442,000.00Pasir beton m³ 0.54 160,000.00 86,400.00Kerikil m³ 0.82 260,000.00 213,200.00Tukang batu m³ 1 65,734.00 65,734.00Pekerja m³ 3 55,798.00 167,394.00Mandor m³ 0.1 85,607.00 8,560.70TOTAL 983,288.70
7 LANTAI KERJASemen m³ 8.5 52,000.00 442,000.00Pasir beton m³ 0.54 160,000.00 86,400.00Kerikil m³ 0.82 260,000.00 213,200.00Tukang batu m³ 1 65,734.00 65,734.00Pekerja m³ 3 55,798.00 167,394.00Mandor m³ 0.1 85,607.00 8,560.70TOTAL 983,288.70
IV PEKERJAAN PASANGAN DINDING DAN PLESTERAN1 PASANGAN DINDING BATA MERAH ( 1:2 )
Batu bata merah m² 80 260.00 20,800.00Semen m² 0.52 35,100.00 18,252.00Pasir pasang m² 0.042 169,000.00 7,098.00Tukang batu m² 0.16 65,734.00 10,517.44Kepala T. Batu m² 0.016 75,671.00 1,210.74Pekerja m² 0.48 55,798.00 26,783.04Mandor m² 0.048 85,607.00 4,109.14
TOTAL 88,770.35
2 PASANGAN BATU ROLLAG ( 1:4 )Batu bata merah m³ 475 260.00 123,500.00Semen m³ 2.4 35,100.00 84,240.00Pasir pasang m³ 0.416 169,000.00 70,304.00Tukang batu m³ 1.5 65,734.00 98,601.00Kepala T. Batu m³ 0.15 75,671.00 11,350.65Pekerja m³ 3 55,798.00 167,394.00Mandor m³ 0.15 85,607.00 12,841.05TOTAL 568,230.70
3 PLESTERAN DAN ACI ( 1:2, TEBAL 15 mm )Semen m² 0.2368 35,100.00 8,311.68Pasir pasang m² 0.019 169,000.00 3,211.00Tukang batu m² 0.214 65,734.00 14,067.08Kepala T. Batu m² 0.021 75,671.00 1,589.09Pekerja m² 0.4 55,798.00 22,319.20Mandor m² 0.02 85,607.00 1,712.14TOTAL 51,210.19
NO URAIAN PEKERJAAN SATUAN INDEKS BAHAN DAN UPAH (Rp) JUMLAH (Rp)
V PEKERJAAN LANTAI DAN DINDING1 LANTAI KERAMIK ( 30X30 CM )
Ubin keramik 30x30 m² 1.05 150,000.00 157,500.00Pasir pasang m² 0.03 169,000.00 5,070.00Semen m² 0.2 35,100.00 7,020.00Semen warna m² 0.07 2,210.00 154.70Tukang batu m² 0.4 65,734.00 26,293.60Kepala T. Batu m² 0.075 75,671.00 5,675.33Pekerja m² 0.2 55,798.00 11,159.60
Mandor m² 0.02 85,607.00 1,712.14TOTAL 214,585.37
LANTAI KERAMIK ( 20X20 CM)Ubin keramik 20x20 m² 1.05 70,000.00 73,500.00Pasir pasang m² 0.03 169,000.00 5,070.00Semen m² 0.2 35,100.00 7,020.00Semen warna m² 0.1 2,210.00 221.00Tukang batu m² 0.4 65,734.00 26,293.60Kepala T. Batu m² 0.075 75,671.00 5,675.33Pekerja m² 0.2 55,798.00 11,159.60Mandor m² 0.02 85,607.00 1,712.14TOTAL 130,651.67
2 DINDING KERAMIK ( 20X25 CM )Ubin keramik 20x25 m² 1.05 70,000.00 73,500.00Pasir pasang m² 0.03 169,000.00 5,070.00Semen m² 0.2 35,100.00 7,020.00Semen warna m² 1 2,210.00 2,210.00Tukang batu m² 0.5 65,734.00 32,867.00Kepala T. Batu m² 0.1 75,671.00 7,567.10Pekerja m² 0.25 55,798.00 13,949.50Mandor m² 0.025 85,607.00 2,140.18TOTAL 144,323.78
3 PLIN KERAMIKPlin keramik m 1.01 17,500.00 17,675.00Semen m 0.025 35,100.00 877.50Pasir pasang m 0.03 169,000.00 5,070.00Tukang batu m 0.1 65,374.00 6,537.40Kepala T. Batu m 0.01 75,671.00 756.71Pekerja m 0.15 55,798.00 8,369.70Mandor m 0.01 85,607.00 856.07TOTAL 40,142.38
VI PEKERJAAN ATAP1 KUDA-KUDA ATAP RUMAH
Balok kayu bengkirai m³ 1.100
8,050,000.00 8,855,000.00
Paku kg 3.000 8,000.00 24,000.00
Besi strip kg 15.000 8,900.00 133,500.00
Tukang Kayu org/hr 15.000 65,374.00 980,610.00
Kepala Tukang Kayu org/hr 1.500 75,671.00 113,506.50
Pekerja org/hr 5.000 55,798.00 278,990.00
Mandor org/hr 0.250 85,607.00 21,401.75
10,407,008.25
2 GORDING KAYU
Balok kayu bengkirai m³ 1.1000
8,050,000.00 8,855,000.00
Paku kg 2.900 8,000.00 23,200.00
Tukang Kayu org/hr 4.5000 65,374.00 294,183.00
Kepala Tukang Kayu org/hr 0.4500 75,671.00 34,051.95
Pekerja org/hr 1.5000 55,798.00 83,697.00
Mandor org/hr 0.0750 85,607.00 6,420.53
9,296,552.48
3 KASO DAN RENG
Kaso m³ 0.0120
6,900,000.00 82,800.00
Reng m³ 0.0053
6,900,000.00 36,570.00
Paku Rata-rata kg 8,000.00 1,200.00
0.1500
Tukang Kayu org/hr 0.1000 65,374.00 6,537.40
Kepala Tukang Kayu org/hr 0.0100 75,671.00 756.71
Pekerja org/hr 0.1000 55,798.00 5,579.80
Mandor org/hr 0.0050 85,607.00 428.04
133,871.95
4 LISTPLANK KAYU 3/20
Papan kayu Samarinda m³ 0.0070
9,430,000.00 66,010.00
Paku Rata-rata kg 0.0500 8,000.00 400.00
Tukang Kayu org/hr 0.2000 65,374.00 13,074.80
Kepala Tukang Kayu org/hr 0.0200 75,671.00 1,513.42
Pekerja org/hr 0.1000 55,798.00 5,579.80
Mandor org/hr 0.0050 85,607.00 428.04
87,006.06
5 PASANG ATAP GENTENG PRESS BETON
Genteng Press Beton bh 11.100 3,300.00 36,630.00
Tukang Batu org/hr 0.100 65,374.00 6,537.40
Kepala Tukang Batu org/hr 0.010 75,671.00 756.71
Pekerja org/hr 0.200 55,798.00 11,159.60
Mandor org/hr 0.010 85,607.00 856.07
55,939.78
6 PASANG NOK GENTENG PRESS BETON
Nok Genteng Press Beton bh 4.040 4,000.00 16,160.00
Semen zak 0.216 35,100.00 7,581.60
Pasir Beton m³ 0.032 130,000.00 4,160.00
Papan Ruiter Kamper m³ 0.003
6,900,000.00 20,700.00
Tukang Batu org/hr 0.200 65,374.00 13,074.80
Kepala Tukang Batu org/hr 0.020 75,671.00 1,513.42
Pekerja org/hr 0.400 55,798.00 22,319.20
Mandor org/hr 0.020 85,607.00 1,712.14
87,221.16
7 Pekerjaan Talang Datar Seng 0,3 mm + Alas Papan, tebal 2 Cm
Papan Kamper 2/20 m³ 0.008
6,900,000.00 55,200.00
Kaso m³ 0.002
6,900,000.00 16,560.00
Seng plat tebal 0,3 mm m' 1.050 20,000.00 21,000.00
Paku Rata-rata kg 0.150 8,000.00 1,200.00
Paku Seng kg 0.150 10,000.00 1,500.00
Timah kg 0.100 1,500.00 150.00
Tukang Besi org/hr 0.200 65,374.00 13,074.80
Tukang Kayu org/hr 0.150 65,374.00 9,806.10
Kepala Tukang Besi org/hr 0.020 75,671.00 1,513.42
Pekerja org/hr 0.200 55,798.00 11,159.60
Mandor org/hr 85,607.00 856.07
0.010 132,019.99
VII PEKERJAAN PLAFOND1 Plafond Eternit/Asbes Ukuran eternit 60x120x0,5 cm
Eternit/asbes plat 60x120 lbr 1.400 27,600.00 38,640.00
Paku Rata-rata kg 0.030 8,000.00 240.00
Tukang Kayu org/hr 0.160 65,374.00 10,459.84
Kepala Tukang Kayu org/hr 0.016 75,671.00 1,210.74
Pekerja org/hr 0.112 55,798.00 6,249.38
Mandor org/hr 0.006 85,607.00 513.64
57,313.59
2 Rangka Plafond Kayu (Grid 60 x 60 Cm)
Balok kayu bengkirai m³ 0.005
8,050,000.00 40,250.00
Kaso Kayu m³ 0.020
6,900,000.00 138,000.00
Paku Rata-rata kg 0.200 8,000.00 1,600.00
Tukang Kayu org/hr 0.400 65,374.00 26,149.60
Kepala Tukang Kayu org/hr 0.040 75,671.00 3,026.84
Pekerja org/hr 0.280 55,798.00 15,623.44
Mandor org/hr 0.014 85,607.00 1,198.50
225,848.38
VIII PEKERJAAN KUSEN, PINTU, JENDELA1 Pekerjaan Kaca (tebal < 10 mm)
Kaca polos m² 5,000.00 5,500.00
1.100
Tukang Kayu org/hr 0.240 65,374.00 15,689.76
Kepala Tukang Kayu org/hr 0.024 75,671.00 1,816.10
Pekerja org/hr 0.080 55,798.00 4,463.84
Mandor org/hr 0.004 85,607.00 342.43
27,812.13
2 Daun Pintu/ Jendela Jalusi/ Krepyak (Kayu Kamper, tebal 3,5 cm)
Papan kayu Samarinda m³ 0.064
9,430,000.00 603,520.00
Paku rata-rata kg 0.200 8,000.00 1,600.00
Lem kayu kg 0.300 8,000.00 2,400.00
List kayu m' 4.000 27,600.00 110,400.00
Tukang Kayu org/hr 5.4000 65,374.00 353,019.60
Kepala Tukang Kayu org/hr 0.5400 75,671.00 40,862.34
Pekerja org/hr 1.8000 55,798.00 100,436.40
Mandor org/hr 0.0900 85,607.00 7,704.63
1,219,942.97
IX PEKERJAAN CAT1 Cat Kayu (2 Lapis)
Termasuk Pekerjaan : Plamur, mengamplas
Plamur Kayu kg 0.150 9,750.00 1,462.50
Amplas lbr 0.500 2,000.00 1,000.00
Cat dasar kg 0.150 8,000.00 1,200.00
Cat Kayu kg 0.300 20,000.00 6,000.00
Thinner ltr 0.150 8,000.00 1,200.00
Kuas bh 0.050 6,500.00 325.00
Tukang Cat org/hr 0.250 65,374.00 16,343.50
Kepala Tukang Cat org/hr 0.025 75,671.00 1,891.78
Pekerja org/hr 0.200 55,798.00 11,159.60
Mandor org/hr 0.010 85,607.00 856.07
41,438.45
2 Cat Dinding Interior (Dinding Baru, 3 Lapis)
Plamur Tembok kg 0.200 9,750.00 1,950.00
Amplas lbr 0.500 2,000.00 1,000.00
Cat dasar kg 0.100 50,000.00 5,000.00
Cat Tembok kg 0.200 50,000.00 10,000.00
Kuas roll bh 0.015 9,000.00 135.00
Tukang Cat org/hr 0.250 65,374.00 16,343.50
Kepala Tukang Cat org/hr 0.025 75,671.00 1,891.78
Pekerja org/hr 0.200 55,798.00 11,159.60
Mandor org/hr 0.010 85,607.00 856.07
48,335.95
3 Cat Dinding Exterior (Dinding Baru, 3 Lapis) ICI
Alkali ICI sebelum pengecatan kg 0.125 50,000.00 6,250.00
Cat tembok ICI Wheathershield kg 0.200 20,000.00 4,000.00
Amplas lbr 0.500 2,000.00 1,000.00
Kuas roll bh 0.015 9,000.00 135.00
Tukang Cat org/hr 0.280 65,374.00 18,304.72
Kepala Tukang Cat org/hr 0.030 75,671.00 2,270.13
Pekerja org/hr 0.160 55,798.00 8,927.68
Mandor org/hr 0.010 85,607.00 856.07
41,743.60