analisa 2011-revisi
TRANSCRIPT
A. ANALISA HARGA SATUAN PEKERJAAN PERSIAPANSATUAN VOLUME HARGA SATUAN (Rp) A-01 1 M' Pagar Sementara Dari Kayu Tinggi 2 m - Dolken Kayu 8-10 / 400 cm Btg 1.2500 28,000.00 - Semen Portland Kg 2.5000 1,406.00 - Pasir beton M3 0.0050 255,400.00 - Koral Beton 2/3 M3 0.0090 211,100.00 - Kayu balok terentang M3 0.0720 2,640,000.00 - Paku Biasa 2" - 5" Kg 0.0600 23,400.00 - Residu Kg 0.4000 8,100.00 - Pekerja Oh 0.4000 42,000.00 - Tukang Kayu Oh 0.2000 65,000.00 - Kepala Tukang Oh 0.0200 75,000.00 - Mandor Oh 0.0200 80,000.00 Jumlah Dibulatkan A-02 1 M' Pagar Sementara Seng Gelombang Tinggi 2 m - Dolken Kayu 8-10 / 400 cm Btg 1.2500 28,000.00 - Semen Portland Kg 2.5000 1,406.00 - Seng Gelombang BJLS-30 Lbr 1.2000 62,900.00 - Pasir beton M3 0.0050 255,400.00 - Koral Beton 2/3 M3 0.0090 211,100.00 - Kayu balok terentang M3 0.0720 2,640,000.00 - Paku Biasa 2" - 5" Kg 0.0600 23,400.00 - Meni Besi Kg 0.4500 30,400.00 - Pekerja Oh 0.4000 42,000.00 - Tukang Kayu Oh 0.2000 65,000.00 - Kepala Tukang Oh 0.0200 75,000.00 - Mandor Oh 0.0200 80,000.00 Jumlah Dibulatkan A-03 1 M' Pagar SementaraKawat Duri Tinggi 1,80 m - Dolken Kayu 8-10 / 400 cm Btg 1.0000 28,000.00 - Semen Portland Kg 2.0000 1,406.00 - Kawat Duri Kg 2.5000 63,500.00 - Pasir beton M3 0.0050 255,400.00 - Koral Beton 2/3 M3 0.0090 211,100.00 - Paku Biasa 2" - 5" Kg 0.0600 23,400.00 - Pekerja Oh 0.3000 42,000.00 - Tukang Kayu Oh 0.2000 65,000.00 - Kepala Tukang Oh 0.0200 75,000.00 - Mandor Oh 0.0200 80,000.00 Jumlah Dibulatkan No. URAIAN HARGA (Rp) 35,000.00 3,515.00 1,277.00 1,899.90 190,080.00 1,404.00 3,240.00 16,800.00 13,000.00 1,500.00 1,600.00 269,315.90 269,316.00 35,000.00 3,515.00 75,480.00 1,277.00 1,899.90 190,080.00 1,404.00 13,680.00 16,800.00 13,000.00 1,500.00 1,600.00 355,235.90 355,236.00 28,000.00 2,812.00 158,750.00 1,277.00 1,899.90 1,404.00 12,600.00 13,000.00 1,500.00 1,600.00 222,842.90 222,843.00
SATUAN VOLUME HARGA SATUAN (Rp) A-04 1 M2 Pengukuran Dan Pasang Bouwplank - Kayu kaso 5/7 M3 0.0120 1,870,500.00 - Paku Biasa 2" - 5" Kg 0.0200 23,400.00 - Kayu papan albasia M3 0.0070 2,071,700.00 - Pekerja Oh 0.1000 42,000.00 - Tukang Kayu Oh 0.1000 65,000.00 - Kepala Tukang Oh 0.0100 75,000.00 - Mandor Oh 0.0050 80,000.00 Jumlah Dibulatkan
No.
URAIAN
HARGA (Rp) 22,446.00 468.00 14,501.90 4,200.00 6,500.00 750.00 400.00 49,265.90 49,266.00
SATUAN VOLUME HARGA SATUAN (Rp) A-05 1 M2 Pembuatan Kantor Sementara dgn Lantai Diplester - Dolken Kayu 8-10 / 400 cm Btg 1.2500 28,000.00 - Kayu Balok terentang M3 0.1800 2,640,000.00 - Paku Biasa Kg 0.8500 23,400.00 - Besi Strip Kg 1.1000 26,800.00 - Semen Portland Kg 35.0000 1,406.00 - Pasir Pasang M3 0.1500 233,400.00 - Pasir beton M3 0.1000 255,400.00 - Koral Beton2/3 M3 0.1500 211,100.00 - Bata Merah Bh 30.0000 775.00 - Seng Plat m' 0.2500 15,815.00 - Kawat harmonika M2 2.0000 35,900.00 - Kaca Polos 3mm M2 0.0800 87,400.00 - Kunci Tanam Bh 0.1500 94,500.00 - Plywood 120 x 240 x 0,4 cm Lbr 0.0600 140,000.00 - Pekerja Oh 2.0000 42,000.00 - Tukang Kayu Oh 2.0000 65,000.00 - Tukang Batu Oh 1.0000 65,000.00 - Kepala Tukang Oh 0.3000 75,000.00 - Mandor Oh 0.0500 80,000.00 Jumlah Dibulatkan A-06 1 M2 Pembuatan Gudang Semen dan Alat-alat - Dolken Kayu 8-10 / 400 cm Btg 1.7000 28,000.00 - Kayu balok terentang M3 0.2100 2,640,000.00 - Paku Biasa Kg 0.3000 23,400.00 - Semen Portland Kg 10.5000 1,406.00 - Pasir Beton M3 0.0300 255,400.00 - Koral Beton 2/3 M3 0.0500 211,100.00 - Seng Gelombang BJLS 30 Lbr 1.5000 62,900.00 - Pekerja Oh 1.0000 42,000.00 - Tukang Kayu Oh 2.0000 65,000.00 - Kepala Tukang Oh 0.2000 75,000.00 - Mandor Oh 0.0500 80,000.00 Jumlah Dibulatkan A-07 1 M2 Pembuatan Bedeng Buruh - Dolken Kayu 8-10 / 400 cm Btg 1.2500 28,000.00 - Kayu balok terentang M3 0.1860 2,640,000.00 - Paku Biasa Kg 0.3000 23,400.00 - Semen Portland Kg 18.0000 1,406.00 - Pasir Beton M3 0.0300 255,400.00 - Koral Beton 2/3 M3 0.0500 211,100.00 - Seng Gelombang BJLS 30 Lbr 1.5000 62,900.00
No.
URAIAN
HARGA (Rp) 35,000.00 475,200.00 19,890.00 29,480.00 49,210.00 35,010.00 25,540.00 31,665.00 23,250.00 3,953.75 71,800.00 6,992.00 14,175.00 8,400.00 84,000.00 130,000.00 65,000.00 22,500.00 4,000.00 1,135,065.75 1,135,066.00 47,600.00 554,400.00 7,020.00 14,763.00 7,662.00 10,555.00 94,350.00 42,000.00 130,000.00 15,000.00 4,000.00 927,350.00 927,350.00 35,000.00 491,040.00 7,020.00 25,308.00 7,662.00 10,555.00 94,350.00
No. -
URAIAN Pekerja Tukang Kayu Kepala Tukang Mandor Jumlah Dibulatkan
SATUAN VOLUME HARGA SATUAN (Rp) Oh 1.0000 42,000.00 Oh 2.0000 65,000.00 Oh 0.2000 75,000.00 Oh 0.0500 80,000.00
HARGA (Rp) 42,000.00 130,000.00 15,000.00 4,000.00 861,935.00 861,935.00
No. A-08
A-09
A-10
A-11
A-12
A-13
SATUAN VOLUME HARGA SATUAN (Rp) 1 M2 Membersihkan Lapangan dan Perataan - Pekerja Oh 0.1000 42,000.00 - Mandor Oh 0.0500 80,000.00 Jumlah Dibulatkan 1M2 Pembuatan Jalan Sementara - Batu Belah 15/20 M3 0.1500 205,500.00 - Batu Pecah 5/7 M3 0.0900 196,000.00 - Pasir Pasang M3 0.0100 233,400.00 - Pekerja Oh 1.0000 42,000.00 - Mandor Oh 0.0500 80,000.00 Jumlah Dibulatkan 1 M3 Bongkaran Beton Bertulang - Pekerja Oh 6.6670 42,000.00 - Mandor Oh 0.3330 80,000.00 Jumlah Dibulatkan 1 M3 Bongkaran Dinding Tembok Bata Merah - Pekerja Oh 6.6670 42,000.00 - Mandor Oh 0.0330 80,000.00 Jumlah Dibulatkan 1 M Pagar beton Pracetak ( 5 x 50 x 213 ) cm - Panel Beton Pracetak Lbr 0.9860 182,600.00 - Kolom Beton Pracetak Btg 0.5250 264,000.00 - Pasir Beton M3 0.0740 255,400.00 - Koral 2/3 M3 0.1460 211,100.00 - Semen abu - abu Kg 45.0000 1,406.00 - Pekerja Oh 0.3750 42,000.00 - Tukang Batu Oh 0.1250 65,000.00 - Kepala Tukang Oh 0.0120 75,000.00 - Mandor Oh 0.0190 80,000.00 Jumlah Dibulatkan 1 M Pagar kawat ayam tiang besi L50.50.5, tinggi 1 m' - Kawat ram ayam Lbr 0.4340 14,900.00 - Besi siku L 50.50.5 Kg 6.7860 18,300.00 - Besi pelat (1,2 x 3) mm Kg 0.0424 18,300.00 - Baut bh 4.0000 600.00 - Semen Portland Kg 2.5000 1,406.00 - Pasir beton M3 0.0050 255,400.00 - Koral Beton 2/3 M3 0.0090 211,100.00 - Pekerja Oh 0.3750 42,000.00
URAIAN
HARGA (Rp) 4,200.00 4,000.00 8,200.00 8,200.00 30,825.00 17,640.00 2,334.00 42,000.00 4,000.00 96,799.00 96,799.00 280,014.00 26,640.00 306,654.00 306,654.00 280,014.00 2,640.00 282,654.00 282,654.00 180,043.60 138,600.00 18,899.60 30,820.60 63,270.00 15,750.00 8,125.00 900.00 1,520.00 457,928.80 457,929.00 6,466.60 124,183.80 775.74 2,400.00 3,515.00 1,277.00 1,899.90 15,750.00
No.
URAIAN - Tukang Batu - Kepala Tukang - Mandor Jumlah Dibulatkan
SATUAN VOLUME HARGA SATUAN (Rp) Oh 0.1250 65,000.00 Oh 0.0120 75,000.00 Oh 0.0190 80,000.00
HARGA (Rp) 8,125.00 900.00 1,520.00 166,813.04 166,813.00
SATUAN VOLUME HARGA SATUAN (Rp) A-14 1 M2 Pagar BRC lengkap dengan tiang - BRC lengkap dengan tiang Lbr 0.4340 171,300.00 - Semen Portland Kg 2.0000 1,406.00 - Kawat Duri Kg 2.5000 63,500.00 - Pasir beton M3 0.0050 255,400.00 - Koral Beton 2/3 M3 0.0090 211,100.00 - Pekerja Oh 0.3750 42,000.00 - Tukang Batu Oh 0.1250 65,000.00 - Kepala Tukang Oh 0.0120 75,000.00 - Mandor Oh 0.0190 80,000.00 Jumlah Dibulatkan A-15 1 M2 Steiger Werk / perancah dari Bambu btng 1.0000 - Bambu 6 - 10 (600) cm 25,000.00 kg 0.2500 - Tali ijuk 23,400.00 org 0.2500 - Pekerja 42,000.00 org 0.0170 - Tukang kayu 65,000.00 org 0.0020 - Kepala tukang 75,000.00 org 0.0130 - Mandor 80,000.00 Jumlah Dibulatkan A-16 1 M' Cerucuk Bambu btng 1.2500 - Bambu 7 -10 (400) cm 25,000.00 org 0.5000 - Pekerja 42,000.00 org 0.0250 - Mandor 80,000.00 Jumlah Dibulatkan
No.
URAIAN
HARGA (Rp) 74,344.20 2,812.00 158,750.00 1,277.00 1,899.90 15,750.00 8,125.00 900.00 1,520.00 265,378.10 265,378.00 25,000.00 5,850.00 10,500.00 1,105.00 150.00 1,040.00 43,645.00 43,645.00 31,250.00 21,000.00 2,000.00 54,250.00 54,250.00
B. ANALISA HARGA SATUAN PEKERJAAN TANAHNo. B-01 SATUAN VOLUME HARGA SATUAN (Rp) 1 M3 Galian Tanah Biasa sedalam 1 m - Pekerja Oh 0.4000 42,000.00 - Mandor Oh 0.0400 80,000.00 Jumlah Dibulatkan 1 M3 Galian Tanah Biasa Sedalam 2 m - Pekerja Oh 0.5260 42,000.00 - Mandor Oh 0.0520 80,000.00 Jumlah Dibulatkan 1 M3 Galian Tanah Biasa Sedalam 3 m - Pekerja Oh 0.7350 42,000.00 - Mandor Oh 0.0730 80,000.00 Jumlah Dibulatkan 1 M3 Galian Tanah Keras Sedalam 1 m - Pekerja Oh 0.6250 42,000.00 - Mandor Oh 0.0620 80,000.00 Jumlah Dibulatkan 1 M3 Galian Tanah Lumpur Sedalam 1 m - Pekerja Oh 0.8230 42,000.00 - Mandor Oh 0.0830 80,000.00 Jumlah Dibulatkan 1 M2 Pekerjaan Stripping Setinggi 10 cm - Pekerja Oh 0.0500 42,000.00 - Mandor Oh 0.0050 80,000.00 Jumlah Dibulatkan 1 M3 Pembuangan Tanah sejauh 150 m - Pekerja Oh 0.5160 42,000.00 - Mandor Oh 0.0500 80,000.00 Jumlah Dibulatkan 1 M3 Urugan Kembali - Pekerja Oh 0.1920 42,000.00 - Mandor Oh 0.0190 80,000.00 Jumlah Dibulatkan 1 M3 Pemadatan Tanah - Pekerja Oh 0.5000 42,000.00 URAIAN HARGA (Rp) 16,800.00 3,200.00 20,000.00 20,000.00 22,092.00 4,160.00 26,252.00 26,252.00 30,870.00 5,840.00 36,710.00 36,710.00 26,250.00 4,960.00 31,210.00 31,210.00 34,566.00 6,640.00 41,206.00 41,206.00 2,100.00 400.00 2,500.00 2,500.00 21,672.00 4,000.00 25,672.00 25,672.00 8,064.00 1,520.00 9,584.00 9,584.00 21,000.00
B-02
B-03
B-04
B-05
B-06
B-07
B-08
B-09
No.
URAIAN
- Mandor Jumlah Dibulatkan B-10 1 M3 Urugaan Pasir - Pasir Urug - Pekerja - Mandor Jumlah Dibulatkan
SATUAN VOLUME HARGA SATUAN (Rp) Oh 0.0500 80,000.00
HARGA (Rp) 4,000.00 25,000.00 25,000.00 210,360.00 12,600.00 800.00 223,760.00 223,760.00
M3 Oh Oh
1.2000 0.3000 0.0100
175,300.00 42,000.00 80,000.00
No. B-11
B-12
B-13
B-14
SATUAN VOLUME HARGA SATUAN (Rp) 1 M2 Pemasangan Lapisan Ijuk Tebal 10 cm - Ijuk m2 1.2000 22,000.00 - Pekerja Oh 0.1500 42,000.00 - Mandor Oh 0.0150 80,000.00 Jumlah Dibulatkan 1 M3 Urugan Sirtu - Sirtu M3 1.2000 203,500.00 - Pekerja Oh 0.2500 42,000.00 - Mandor Oh 0.0250 80,000.00 Jumlah Dibulatkan 1 M3 Urugan Tanah Pilihan - Tanah urug pilihan M3 1.2000 89,200.00 - Pekerja Oh 0.2500 42,000.00 - Mandor Oh 0.0250 80,000.00 Jumlah Dibulatkan 1 M2 Pembuatan jalan sementara, tebal 25 cm - Batu belah M3 0.2750 205,500.00 - Kerikil M3 0.0300 172,600.00 - Pasir Urug M3 0.0500 175,300.00 - Pekerja Oh 1.0000 42,000.00 - Mandor Oh 0.1000 80,000.00 Jumlah Dibulatkan
URAIAN
HARGA (Rp) 26,400.00 6,300.00 1,200.00 33,900.00 33,900.00 244,200.00 10,500.00 2,000.00 256,700.00 256,700.00 107,040.00 10,500.00 2,000.00 119,540.00 119,540.00 56,512.50 5,178.00 8,765.00 42,000.00 8,000.00 120,455.50 120,456.00
C. ANALISA HARGA SATUAN PEKERJAAN PONDASINo. C-01 SATUAN VOLUME HARGA SATUAN (Rp) 1 M3 Pasanag Pondasi batu Kali adk 1pc : 3 ps - Batu Belah M3 1.1000 205,500.00 - Semen Portland Kg 202.0000 1,406.00 - Pasir Pasang M3 0.4850 233,400.00 - Pekerja Oh 1.5000 42,000.00 - Tukang Batu Oh 0.6000 65,000.00 - Kepala Tukang Oh 0.0600 75,000.00 - Mandor Oh 0.0750 80,000.00 Jumlah Dibulatkan 1 M3 Pasang Pondasi Batu kali adk 1pc : 4ps - Batu Belah M3 1.1000 205,500.00 - Semen Portland Kg 163.0000 1,406.00 - Pasir Pasang M3 0.5200 233,400.00 - Pekerja Oh 1.5000 42,000.00 - Tukang Batu Oh 0.6000 65,000.00 - Kepala Tukang Oh 0.0600 75,000.00 - Mandor Oh 0.0750 80,000.00 Jumlah Dibulatkan 1 M3 Pasang Pondasi Batu kali adk 1pc : 5ps - Batu Belah M3 1.1000 205,500.00 - Semen Portland Kg 136.0000 1,406.00 - Pasir Pasang M3 0.5440 233,400.00 - Pekerja Oh 1.5000 42,000.00 - Tukang Batu Oh 0.6000 65,000.00 - Kepala Tukang Oh 0.0600 75,000.00 - Mandor Oh 0.0750 80,000.00 Jumlah Dibulatkan 1 M3 Pasang Pondasi Batu Kosong (aanstamping) - Batu Belah M3 1.2000 205,500.00 - Pasir Urug M3 0.3000 175,300.00 - Pekerja Oh 0.7800 42,000.00 - Tukang Batu Oh 0.3900 65,000.00 - Kepala Tukang Oh 0.0390 75,000.00 - Mandor Oh 0.0390 80,000.00 Jumlah Dibulatkan 1 M3 Beton siklop adk 1pc : 2ps : 3kr + 40 % Batu Belah dgn besi tulangan - Besi Beton Kg 75.0000 16,500.00 - Semen Portland Kg 202.0000 1,406.00 - Pasir Beton m3 0.3200 255,400.00 - Koral Beton 2/3 m3 0.4900 211,100.00 URAIAN HARGA (Rp) 226,050.00 284,012.00 113,199.00 63,000.00 39,000.00 4,500.00 6,000.00 735,761.00 735,761.00 226,050.00 229,178.00 121,368.00 63,000.00 39,000.00 4,500.00 6,000.00 689,096.00 689,096.00 226,050.00 191,216.00 126,969.60 63,000.00 39,000.00 4,500.00 6,000.00 656,735.60 656,736.00 246,600.00 52,590.00 32,760.00 25,350.00 2,925.00 3,120.00 363,345.00 363,345.00 1,237,500.00 284,012.00 81,728.00 103,439.00
C-02
C-03
C-04
C-05
No.
URAIAN - Kawat Beton - Batu Belah - Pekerja - Tukang Batu - Kepala Tukang - Mandor Jumlah Dibulatkan
SATUAN VOLUME HARGA SATUAN (Rp) Kg 0.8000 27,700.00 m3 0.4500 205,500.00 Oh 3.0000 42,000.00 Oh 0.8500 65,000.00 Oh 0.0850 75,000.00 Oh 0.1500 80,000.00
HARGA (Rp) 22,160.00 92,475.00 126,000.00 55,250.00 6,375.00 12,000.00 2,020,939.00 2,020,939.00
No. C-06
C-07
C-08
C-09
SATUAN VOLUME HARGA SATUAN (Rp) 1 M3 Pasang Pondasi Sumuran adk 1pc:2ps:3kr + 40 % Batu Belah (D= 1m) - Batu Belah M3 0.4500 205,500.00 - Semen Portland Kg 280.0000 1,406.00 - Pasir Beton M3 0.4500 255,400.00 - Koral Beton M3 0.6700 211,100.00 - Pekerja Oh 2.3800 42,000.00 - Tukang Batu Oh 0.3000 65,000.00 - Kepala Tukang Oh 0.0300 75,000.00 - Mandor Oh 0.0800 80,000.00 Jumlah Dibulatkan 1 M3 Pondasi siklop adk 1pc:2ps:3kr + 40 % Batu Belah - Batu Belah M3 0.4500 205,500.00 - Semen Portland Kg 202.0000 1,406.00 - Pasir Beton M3 0.3200 255,400.00 - Koral Beton M3 0.4900 211,100.00 - Pekerja Oh 3.0000 42,000.00 - Tukang Batu Oh 0.8500 65,000.00 - Kepala Tukang Oh 0.0850 75,000.00 - Mandor Oh 0.1500 80,000.00 Jumlah Dibulatkan 1 M' Pembuatan Tiang Pancang (40x40) cm, Beton Tulang - Pasir Urug M3 0.0190 175,300.00 - Pasir Beton M3 0.0940 255,400.00 - Koral Beton M3 0.1500 211,100.00 - Semen Portland Kg 60.5000 1,406.00 - Besi Beton Kg 45.0000 16,500.00 - Kawat Beton Kg 0.9000 27,700.00 - Kayu balok terentang M3 0.0320 2,640,000.00 - Paku Kg 0.1200 23,400.00 - Minyak Bekisting Ltr 0.0900 55,000.00 - Plamir Tembok Kg 0.2400 25,000.00 - Pekerja Oh 1.0000 42,000.00 - Tukang Batu Oh 0.6700 65,000.00 - Kepala Tukang Oh 0.0670 75,000.00 - Mandor Oh 0.0500 80,000.00 Jumlah Dibulatkan 1 M' Pembuatan Tiang Pancang (35x35) cm, Beton Tulang - Pasir Urug M3 0.0160 175,300.00 - Pasir Beton M3 0.0800 255,400.00 - Koral Beton M3 0.1250 211,100.00 - Semen Portland Kg 49.0000 1,406.00 - Besi Beton Kg 34.5000 16,500.00 - Kawat Beton Kg 0.7000 27,700.00
URAIAN
HARGA (Rp) 92,475.00 393,680.00 114,930.00 141,437.00 99,960.00 19,500.00 2,250.00 6,400.00 870,632.00 870,632.00 92,475.00 284,012.00 81,728.00 103,439.00 126,000.00 55,250.00 6,375.00 12,000.00 761,279.00 761,279.00 3,330.70 24,007.60 31,665.00 85,063.00 742,500.00 24,930.00 84,480.00 2,808.00 4,950.00 6,000.00 42,000.00 43,550.00 5,025.00 4,000.00 1,104,309.30 1,104,309.00 2,804.80 20,432.00 26,387.50 68,894.00 569,250.00 19,390.00
No.
URAIAN - Kayu balok terentang - Paku - Minyak Bekisting - Plamir Tembok - Pekerja - Tukang Batu - Kepala Tukang - Mandor Jumlah Dibulatkan
SATUAN VOLUME HARGA SATUAN (Rp) M3 0.0270 2,640,000.00 Kg 0.1200 23,400.00 Ltr 0.0900 55,000.00 Kg 0.2000 25,000.00 Oh 0.8000 42,000.00 Oh 0.5000 65,000.00 Oh 0.0500 75,000.00 Oh 0.0400 80,000.00
HARGA (Rp) 71,280.00 2,808.00 4,950.00 5,000.00 33,600.00 32,500.00 3,750.00 3,200.00 864,246.30 864,246.00
SATUAN VOLUME HARGA SATUAN (Rp) C-10 1 M' Pembuatan Tiang Pancang f 40 cm, Beton Tulang - Pasir Urug M3 0.0149 175,300.00 - Pasir Beton M3 0.0738 255,400.00 - Koral Beton M3 0.1178 211,100.00 - Semen Portland Kg 47.4925 1,406.00 - Besi Beton Kg 45.0000 16,500.00 - Kawat Beton Kg 0.9000 27,700.00 - Kayu balok terentang M3 0.0320 2,640,000.00 - Paku Kg 0.1200 23,400.00 - Minyak Bekisting Ltr 0.0900 55,000.00 - Plamir Tembok Kg 0.2400 25,000.00 - Pekerja Oh 1.0000 42,000.00 - Tukang Batu Oh 0.6700 65,000.00 - Kepala Tukang Oh 0.0670 75,000.00 - Mandor Oh 0.0500 80,000.00 Jumlah Dibulatkan C-11 1 M' Memancang Tiang Pancang Beton Tulang jam 0.1170 - Crawler crane lengkap 1,078,774.00 0.0400 - Pekerja Oh 42,000.00 0.0020 - Mandor Oh 80,000.00 Jumlah Dibulatkan C-12 1 Buah Memotong Tiang Pancang (40x40) cm Beton Tulang jam 3.3200 - Pekerja 42,000.00 jam 0.0700 - Kepala Tukang 75,000.00 jam 0.2000 - Mandor 80,000.00 lot 0.3500 - Alat bantu 160,690.00 Jumlah Dibulatkan C-13 1 M' Menyambung Tiang Pancang Beton Bertulang kg 18.3700 - Besi pelat 14,100.00 kg 6.06 - Besi beton 16,500.00 kg 2.20 23,600.00 - Kawat las org 1.00 65,000.00 - Tukang las org 2.0000 42,000.00 - Pembantu tukang las org 0.2000 - Mandor 80,000.00 jam 2.0000 - Mesin las 26,325.00 Jumlah Dibulatkan
No.
URAIAN
HARGA (Rp) 2,614.60 18,845.97 24,857.03 66,774.46 742,500.00 24,930.00 84,480.00 2,808.00 4,950.00 6,000.00 42,000.00 43,550.00 5,025.00 4,000.00 1,073,335.05 1,073,335.00 126,216.56 1,680.00 160.00 128,056.56 128,057.00 139,440.00 5,250.00 16,000.00 56,241.50 216,931.50 216,932.00 259,017.00 99,990.00 51,920.00 65,000.00 84,000.00 16,000.00 52,650.00 628,577.00 628,577.00
D. ANALISA HARGA SATUAN PEKERJAAN BETONNo. D-01 URAIAN SATUAN VOLUME HARGA SATUAN (Rp) 1,406.00 255,400.00 211,100.00 42,000.00 65,000.00 75,000.00 80,000.00
D-02
D-03
D-04
D-05
1 M3 Membuat Beton Tumbuk adk 1pc:3ps:5kr - Semen Portland Kg - Pasir Beton M3 - Batu Pecah Mesin 2/3 M3 - Pekerja Oh - Tukang Batu Oh - Kepala Tukang Oh - Mandor Oh Jumlah Dibulatkan 1 M3 Membuat Beton Tumbuk adk 1pc:3ps:6kr - Semen Portland Kg - Pasir Beton M3 - Batu Pecah Mesin 2/3 M3 - Pekerja Oh - Tukang Batu Oh - Kepala Tukang Oh - Mandor Oh Jumlah Dibulatkan 1 M3 Membuat Beton Tumbuk 1pc:2ps:3kr - Semen Portland Kg - Pasir Beton M3 - Batu Pecah Mesin 2/3 M3 - Pekerja Oh - Tukang Batu Oh - Kepala Tukang Oh - Mandor Oh Jumlah Dibulatkan 1 M3 Membuat Tiang Pancang Beton Prestressed - Semen Portland Kg - Pasir Beton M3 - Batu Pecah Mesin 2/3 M3 - Rapidrant Gln - Pekerja Oh - Tukang Batu Oh - Kepala Tukang Oh - Mandor Oh Jumlah Dibulatkan 1 M3 Membuat Beton Tumbuk adk 1pc:2ps:4kr
218.0000 0.5200 0.8700 1.6500 0.2500 0.0250 0.0800
197.0000 0.4700 0.9400 1.6500 0.2500 0.0250 0.0800
1,406.00 255,400.00 211,100.00 42,000.00 65,000.00 75,000.00 80,000.00
336.0000 0.5400 0.8100 2.0000 0.3500 0.0350 1.0000
1,406.00 255,400.00 211,100.00 42,000.00 65,000.00 75,000.00 80,000.00
440.0000 0.5000 0.8000 2.4600 1.6500 0.2500 0.0250 0.0800
1,406.00 255,400.00 211,100.00 15,700.00 42,000.00 65,000.00 75,000.00 80,000.00
No. -
URAIAN Semen Portland Pasir Beton Batu Pecah Mesin 2/3 Pekerja Tukang Batu Kepala Tukang Mandor Jumlah Dibulatkan
SATUAN VOLUME Kg M3 M3 Oh Oh Oh Oh 291.0000 0.4700 0.9300 2.0000 0.3500 0.0350 1.0000
HARGA SATUAN (Rp) 1,406.00 255,400.00 211,100.00 42,000.00 65,000.00 75,000.00 80,000.00
No. D-06
URAIAN
SATUAN VOLUME
HARGA SATUAN (Rp) 57,900.00 42,000.00 65,000.00 75,000.00 80,000.00
D-07
D-08
D-09
D-10
1 M Memasang PVC Waterstop Lebar 200 mm - Waterstop Lebar 200 mm M - Pekerja Oh - Tukang Batu Oh - Kepala Tukang Oh - Mandor Oh Jumlah Dibulatkan 1 Kg Pembesian Dengan Besi Polos/ulir - Besi Beton ( Polos / Ulir ) Kg - Kawat Beton Kg - Pekerja Oh - Tukang Besi Oh - Kepala Tukang Oh - Mandor Oh Jumlah Dibulatkan 1 M2 Pasang Bekesting Untuk Pondasi - Kayu papan terentang M3 - Paku Biasa 2" - 5" Kg - Minyak Bekisting Ltr - Pekerja Oh - Tukang Kayu Oh - Kepala Tukang Oh - Mandor Oh Jumlah Dibulatkan 1 M2 Pasang Bekisting Untuk Sloof - Kayu papan terentang M3 - Paku Biasa 2" - 5" Kg - Minyak Bekisting Ltr - Pekerja Oh - Tukang Kayu Oh - Kepala Tukang Oh - Mandor Oh Jumlah Dibulatkan 1 M2 Pasang Bekesting Untuk Kolom - Kayu papan terentang M3 - Paku Biasa 2" - 5" Kg - Minyak Bekisting Ltr - Kayu balok terentang M3 - MultiPlek 9 mm 120 x 240 Lbr - Dolken -8-10/4m Btg
1.0500 0.0500 0.0350 0.0035 0.0020
1.0500 0.0150 0.0070 0.0070 0.0007 0.0003
16,500.00 27,700.00 42,000.00 65,000.00 75,000.00 80,000.00
0.0400 0.3000 0.3000 0.2600 0.0260 0.0050
2,850,000.00 23,400.00 55,000.00 42,000.00 65,000.00 75,000.00 80,000.00
0.0450 0.3000 0.3000 0.2600 0.0260 0.0050
2,850,000.00 23,400.00 55,000.00 42,000.00 65,000.00 75,000.00 80,000.00
0.0400 0.4000 0.0150 0.3500 2.0000
2,850,000.00 23,400.00 55,000.00 2,640,000.00 151,100.00 28,000.00
No. -
URAIAN Pekerja Tukang Kayu Kepala Tukang Mandor Jumlah Dibulatkan
SATUAN VOLUME Oh Oh Oh Oh 0.3000 0.3300 0.0330 0.0060
HARGA SATUAN (Rp) 42,000.00 65,000.00 75,000.00 80,000.00
No. D-11
URAIAN
SATUAN VOLUME
HARGA SATUAN (Rp) 2,850,000.00 23,400.00 55,000.00 2,640,000.00 151,100.00 28,000.00 42,000.00 65,000.00 75,000.00 80,000.00
D-12
D-13
D-14
1 M2 Pasang Bekesting Untuk Balok - Kayu papan terentang - Paku Biasa 2" - 5" - Minyak Bekisting - Kayu balok terentang - MultiPlek 9 mm 120 x 240 - Dolken -8-10/4m - Pekerja - Tukang Kayu - Kepala Tukang - Mandor Jumlah Dibulatkan 1 M2 Pasang Bekesting Untuk Lantai - Kayu papan terentang - Paku Biasa 2" - 5" - Minyak Bekisting - Kayu balok terentang - MultiPlek 9 mm 120 x 240 - Dolken -8-10/4m - Pekerja - Tukang Kayu - Kepala Tukang - Mandor Jumlah Dibulatkan 1 M2 Pasang Bekesting Untuk Tangga - Kayu papan terentang - Paku Biasa 2" - 5" - Minyak Bekisting - Kayu balok terentang - MultiPlek 9 mm 120 x 240 - Dolken -8-10/4m - Pekerja - Tukang Kayu - Kepala Tukang - Mandor Jumlah Dibulatkan 1 M3 Membuat Beton Cor Mutu K-225 - Semen Portland - Pasir Beton - Koral Beton 2/3 - Air
M3 Kg Ltr M3 Lbr Btg Oh Oh Oh Oh
0.0400 0.4000 0.0180 0.3500 2.0000 0.3000 0.3300 0.0330 0.0060
M3 Kg Ltr M3 Lbr Btg Oh Oh Oh Oh
0.0400 0.4000 0.2000 0.0150 0.3500 6.0000 0.3000 0.3300 0.0330 0.0060
2,850,000.00 23,400.00 55,000.00 2,640,000.00 151,100.00 28,000.00 42,000.00 65,000.00 75,000.00 80,000.00
M3 Kg Ltr M3 Lbr Btg Oh Oh Oh Oh
0.0300 0.4000 0.1500 0.0150 0.3500 2.0000 0.3200 0.3300 0.0330 0.0060
2,850,000.00 23,400.00 55,000.00 2,640,000.00 151,100.00 28,000.00 42,000.00 65,000.00 75,000.00 80,000.00
Kg m3 M3 ltr
388.0000 0.6500 0.6500 215.0000
1,406.00 255,400.00 211,100.00 3.00
No. -
URAIAN Pekerja Tukang Batu Kepala Tukang Mandor Jumlah Dibulatkan
SATUAN VOLUME Oh Oh Oh Oh 6.0000 1.0000 0.1000 0.3000
HARGA SATUAN (Rp) 42,000.00 65,000.00 75,000.00 80,000.00
No. D-15
URAIAN
SATUAN VOLUME
HARGA SATUAN (Rp) 1,406.00 255,400.00 211,100.00 3.00 42,000.00 65,000.00 75,000.00 80,000.00
D-16
D-17
1 M3 Membuat Beton Cor Mutu K-275 - Semen Portland Kg 400.0000 - Pasir Beton M3 0.4000 - Koral Beton 2/3 M3 0.8200 - Air ltr 215.0000 - Pekerja Oh 6.0000 - Tukang Batu Oh 1.0000 - Kepala Tukang Oh 0.1000 - Mandor Oh 0.3000 Jumlah Dibulatkan 1 M3 Pondasi Beton Tulang (150 kg besi + bekisting) - Kayu papan terentang M3 0.2000 - Paku Biasa 2" - 5" Kg 1.5000 - Minyak Bekisting Ltr - Besi Beton Kg 150.0000 - Kawat Beton Kg 2.2500 - Semen Portland Kg 323.0000 - Pasir Beton M3 0.5200 - Koral Beton 2/3 M3 0.7800 - Pekerja Oh 3.9000 - Tukang Batu Oh 0.3500 - Tukang Kayu Oh 1.0400 - Tukang Besi Oh 1.0500 - Kepala Tukang Oh 0.2450 - Mandor Oh 0.1650 Jumlah Dibulatkan 1 M3 Sloof Beton Tulang (200 kg besi + bekisting) - Kayu papan terentang M3 0.2700 - Paku Biasa 2" - 5" Kg 2.0000 - Minyak Bekisting Ltr 0.6000 - Besi Beton Kg 200.0000 - Kawat Beton Kg 3.0000 - Semen Portland Kg 323.0000 - Pasir Beton M3 0.5200 - Koral Beton 2/3 M3 0.7800 - Pekerja Oh 4.8500 - Tukang Batu Oh 0.3500 - Tukang Kayu Oh 1.5600 - Tukang Besi Oh 1.4000 - Kepala Tukang Oh 0.3310 - Mandor Oh 0.1700 Jumlah
2,850,000.00 23,400.00 55,000.00 16,500.00 27,700.00 1,406.00 255,400.00 211,100.00 42,000.00 65,000.00 65,000.00 65,000.00 75,000.00 80,000.00
2,850,000.00 23,400.00 55,000.00 16,500.00 27,700.00 1,406.00 255,400.00 211,100.00 42,000.00 65,000.00 65,000.00 65,000.00 75,000.00 80,000.00
No.
URAIAN
SATUAN VOLUME
HARGA SATUAN (Rp)
Dibulatkan D-17r1 1 M3 Sloof Beton Tulang 15/20 (150 kg besi + bekisting) - Kayu papan terentang M3 0.2700 2,850,000.00 - Paku Biasa 2" - 5" Kg 2.0000 23,400.00 - Minyak Bekisting Ltr 0.6000 55,000.00 - Besi Beton Kg 150.0000 16,500.00 - Kawat Beton Kg 3.0000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Pekerja Oh 4.8500 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 1.5600 65,000.00 - Tukang Besi Oh 1.4000 65,000.00 - Kepala Tukang Oh 0.3310 75,000.00 - Mandor Oh 0.1700 80,000.00 Jumlah Dibulatkan D-17r2 1 M3 Sloof Beton Tulang 15/20 (180 kg besi + bekisting) 4dia. 12 ring 8-15 - Kayu papan terentang M3 0.2700 2,850,000.00 - Paku Biasa 2" - 5" Kg 2.0000 23,400.00 - Minyak Bekisting Ltr 55,000.00 - Besi Beton Kg 180.0000 16,500.00 - Kawat Beton Kg 3.0000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Pekerja Oh 4.8500 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 1.5600 65,000.00 - Tukang Besi Oh 1.4000 65,000.00 - Kepala Tukang Oh 0.3310 75,000.00 - Mandor Oh 0.1700 80,000.00 Jumlah Dibulatkan 1 M3 Sloof Beton Tulang 20/30 (150 kg besi + bekisting) Struktur bertingkat 4dia.16 8-15 - Kayu papan terentang M3 0.2700 2,850,000.00 - Paku Biasa 2" - 5" Kg 2.0000 23,400.00 - Minyak Bekisting Ltr 55,000.00 - Besi Beton Kg 150.0000 16,500.00 - Kawat Beton Kg 3.0000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00
No. -
URAIAN
SATUAN VOLUME
Pekerja Oh 4.8500 Tukang Batu Oh 0.3500 Tukang Kayu Oh 1.5600 Tukang Besi Oh 1.4000 Kepala Tukang Oh 0.3310 Mandor Oh 0.1700 Jumlah Dibulatkan 1 M3 Sloof Beton Tulang 20/30 (200 kg besi + bekisting) Struktur bertingkat 6dia.16 8-15 - Kayu papan terentang M3 0.2700 2,850,000.00 - Paku Biasa 2" - 5" Kg 2.0000 23,400.00 - Minyak Bekisting Ltr 55,000.00 - Besi Beton Kg 200.0000 16,500.00 - Kawat Beton Kg 3.0000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Pekerja Oh 4.8500 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 1.5600 65,000.00 - Tukang Besi Oh 1.4000 65,000.00 - Kepala Tukang Oh 0.3310 75,000.00 - Mandor Oh 0.1700 80,000.00 Jumlah Dibulatkan 1 M3 Sloof Beton Tulang 20/40 (240 kg besi + bekisting) Struktur bertingkat - Kayu papan terentang M3 0.2700 2,850,000.00 - Paku Biasa 2" - 5" Kg 2.0000 23,400.00 - Minyak Bekisting Ltr 0.6000 55,000.00 - Besi Beton Kg 240.0000 16,500.00 - Kawat Beton Kg 3.0000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Pekerja Oh 4.8500 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 1.5600 65,000.00 - Tukang Besi Oh 1.4000 65,000.00 - Kepala Tukang Oh 0.3310 75,000.00 - Mandor Oh 0.1700 80,000.00 Jumlah Dibulatkan
HARGA SATUAN (Rp) 42,000.00 65,000.00 65,000.00 65,000.00 75,000.00 80,000.00
No.
URAIAN
SATUAN VOLUME
HARGA SATUAN (Rp)
D-18
1 M3 Kolom Beton Tulang (120 kg besi + bekisting) - Kayu papan terentang M3 0.4000 - Paku Biasa 2" - 5" Kg 4.0000 - Minyak Bekisting Ltr 2.0000 - Besi Beton Kg 120.0000 - Kawat Beton Kg 1.8000
2,850,000.00 23,400.00 55,000.00 16,500.00 27,700.00
No. -
URAIAN
SATUAN VOLUME
D-18r
Semen Portland Kg 323.0000 Pasir Beton M3 0.5200 Koral Beton 2/3 M3 0.7800 Kayu Balok Terentang M3 0.1500 Plywood Tebal 9 mm Lbr 3.5000 Dolken -8-10/4m Btg 20.0000 Pekerja Oh 7.3000 Tukang Batu Oh 0.3500 Tukang Kayu Oh 3.3000 Tukang Besi Oh 2.1000 Kepala Tukang Oh 0.5700 Mandor Oh 0.2500 Jumlah Dibulatkan 1 M3 Kolom Beton Tulang 20/20 (140 kg besi + bekisting) 4dia. 12 8-15 - Kayu papan terentang M3 0.4000 2,850,000.00 - Paku Biasa 2" - 5" Kg 4.0000 23,400.00 - Minyak Bekisting Ltr 55,000.00 - Besi Beton Kg 140.0000 16,500.00 - Kawat Beton Kg 1.8000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Kayu Balok Terentang M3 0.1500 2,640,000.00 - MultiPlek 9 mm 120 x 240 Lbr 3.5000 151,100.00 - Dolken -8-10/4m Btg 20.0000 28,000.00 - Pekerja Oh 7.3000 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 3.3000 65,000.00 - Tukang Besi Oh 2.1000 65,000.00 - Kepala Tukang Oh 0.5700 75,000.00 - Mandor Oh 0.2500 80,000.00 Jumlah Dibulatkan 1 M3 Kolom Beton Tulang 15/20 (180 kg besi + bekisting) 4dia.12 8-15 - Kayu papan terentang M3 0.4000 2,850,000.00 - Paku Biasa 2" - 5" Kg 4.0000 23,400.00 - Minyak Bekisting Ltr 55,000.00 - Besi Beton Kg 180.0000 16,500.00 - Kawat Beton Kg 1.8000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Kayu Balok Terentang M3 0.1500 2,640,000.00
HARGA SATUAN (Rp) 1,406.00 255,400.00 211,100.00 2,640,000.00 235,000.00 28,000.00 42,000.00 65,000.00 65,000.00 65,000.00 75,000.00 80,000.00
No. -
URAIAN
SATUAN VOLUME
MultiPlek 9 mm 120 x 240 Lbr 3.5000 Dolken -8-10/4m Btg 20.0000 Pekerja Oh 7.3000 Tukang Batu Oh 0.3500 Tukang Kayu Oh 3.3000 Tukang Besi Oh 2.1000 Kepala Tukang Oh 0.5700 Mandor Oh 0.2500 Jumlah Dibulatkan 1 M3 Kolom Beton Tulang Praktis 12/12 (175 kg besi + bekisting) - Kayu papan terentang M3 0.4000 - Paku Biasa 2" - 5" Kg 4.0000 - Minyak Bekisting Ltr - Besi Beton Kg 175.0000 - Kawat Beton Kg 1.8000 - Semen Portland Kg 323.0000 - Pasir Beton M3 0.5200 - Koral Beton 2/3 M3 0.7800 - Kayu Balok Terentang M3 - MultiPlek 9 mm 120 x 240 Lbr - Dolken -8-10/4m Btg 20.0000 - Pekerja Oh 7.3000 - Tukang Batu Oh 0.3500 - Tukang Kayu Oh 3.3000 - Tukang Besi Oh 2.1000 - Kepala Tukang Oh 0.5700 - Mandor Oh 0.2500 Jumlah Dibulatkan 1 M3 Kolom Beton Tulang Praktis 12/12 (210 kg besi + bekisting) - Kayu papan terentang M3 0.4000 - Paku Biasa 2" - 5" Kg 4.0000 - Minyak Bekisting Ltr - Besi Beton Kg 210.0000 - Kawat Beton Kg 1.8000 - Semen Portland Kg 323.0000 - Pasir Beton M3 0.5200 - Koral Beton 2/3 M3 0.7800 - Kayu Balok Terentang M3 - MultiPlek 9 mm 120 x 240 Lbr - Dolken -8-10/4m Btg 20.0000 - Pekerja Oh 7.3000 - Tukang Batu Oh 0.3500
HARGA SATUAN (Rp) 151,100.00 28,000.00 42,000.00 65,000.00 65,000.00 65,000.00 75,000.00 80,000.00
2,850,000.00 23,400.00 55,000.00 16,500.00 27,700.00 1,406.00 255,400.00 211,100.00 2,640,000.00 151,100.00 28,000.00 42,000.00 65,000.00 65,000.00 65,000.00 75,000.00 80,000.00
2,850,000.00 23,400.00 55,000.00 16,500.00 27,700.00 1,406.00 255,400.00 211,100.00 2,640,000.00 151,100.00 28,000.00 42,000.00 65,000.00
No. -
URAIAN
SATUAN VOLUME
Tukang Kayu Oh 3.3000 Tukang Besi Oh 2.1000 Kepala Tukang Oh 0.5700 Mandor Oh 0.2500 Jumlah Dibulatkan 1 M3 Kolom Beton Tulang Praktis 12/12 (260 kg besi + bekisting) 4dia.10 8-15 - Kayu papan terentang M3 0.4000 2,850,000.00 - Paku Biasa 2" - 5" Kg 4.0000 23,400.00 - Minyak Bekisting Ltr 55,000.00 - Besi Beton Kg 260.0000 16,500.00 - Kawat Beton Kg 1.8000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Kayu Balok Terentang M3 2,640,000.00 - MultiPlek 9 mm 120 x 240 Lbr 151,100.00 - Dolken -8-10/4m Btg 20.0000 28,000.00 - Pekerja Oh 7.3000 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 3.3000 65,000.00 - Tukang Besi Oh 2.1000 65,000.00 - Kepala Tukang Oh 0.5700 75,000.00 - Mandor Oh 0.2500 80,000.00 Jumlah Dibulatkan
HARGA SATUAN (Rp) 65,000.00 65,000.00 75,000.00 80,000.00
1 M3 Kolom Beton Tulang 20/20 (210 kg besi + bekisting) Struktur bertingkat 4dia.16 8-15 - Kayu papan terentang M3 0.4000 2,850,000.00 - Paku Biasa 2" - 5" Kg 4.0000 23,400.00 - Minyak Bekisting Ltr 55,000.00 - Besi Beton Kg 210.0000 16,500.00 - Kawat Beton Kg 1.8000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Kayu Balok Terentang M3 0.1500 2,640,000.00 - MultiPlek 9 mm 120 x 240 Lbr 3.5000 151,100.00 - Dolken -8-10/4m Btg 20.0000 28,000.00 - Pekerja Oh 7.3000 42,000.00 - Tukang Batu Oh 0.3500 65,000.00
No. -
URAIAN
SATUAN VOLUME
Tukang Kayu Oh 3.3000 Tukang Besi Oh 2.1000 Kepala Tukang Oh 0.5700 Mandor Oh 0.2500 Jumlah Dibulatkan 1 M3 Kolom Beton Tulang 20/30 (230 kg besi + bekisting) Struktur bertingkat 6dia.16 +2dia.12, 8-15 - Kayu papan terentang M3 0.4000 2,850,000.00 - Paku Biasa 2" - 5" Kg 4.0000 23,400.00 - Minyak Bekisting Ltr 55,000.00 - Besi Beton Kg 230.0000 16,500.00 - Kawat Beton Kg 1.8000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Kayu Balok Terentang M3 0.1500 2,640,000.00 - MultiPlek 9 mm 120 x 240 Lbr 3.5000 151,100.00 - Dolken -8-10/4m Btg 20.0000 28,000.00 - Pekerja Oh 7.3000 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 3.3000 65,000.00 - Tukang Besi Oh 2.1000 65,000.00 - Kepala Tukang Oh 0.5700 75,000.00 - Mandor Oh 0.2500 80,000.00 Jumlah Dibulatkan 1 M3 Kolom Beton Tulang 20/40 (250 kg besi + bekisting) Struktur bertingkat - Kayu papan terentang M3 0.4000 2,850,000.00 - Paku Biasa 2" - 5" Kg 4.0000 23,400.00 - Minyak Bekisting Ltr 2.0000 55,000.00 - Besi Beton Kg 250.0000 16,500.00 - Kawat Beton Kg 1.8000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Kayu Balok Terentang M3 0.1500 2,640,000.00 - MultiPlek 9 mm 120 x 240 Lbr 3.5000 151,100.00 - Dolken -8-10/4m Btg 20.0000 28,000.00 - Pekerja Oh 7.3000 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 3.3000 65,000.00 - Tukang Besi Oh 2.1000 65,000.00 - Kepala Tukang Oh 0.5700 75,000.00 - Mandor Oh 0.2500 80,000.00
HARGA SATUAN (Rp) 65,000.00 65,000.00 75,000.00 80,000.00
No.
URAIAN
SATUAN VOLUME
HARGA SATUAN (Rp)
Jumlah Dibulatkan 1 M3 Kolom Beton Tulang 30/30 (175 kg besi + bekisting) Struktur bertingkat 8dia.16, 8-15 - Kayu papan terentang M3 0.4000 2,850,000.00 - Paku Biasa 2" - 5" Kg 4.0000 23,400.00 - Minyak Bekisting Ltr 55,000.00 - Besi Beton Kg 175.0000 16,500.00 - Kawat Beton Kg 1.8000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Kayu Balok Terentang M3 0.1500 2,640,000.00 - MultiPlek 9 mm 120 x 240 Lbr 3.5000 151,100.00 - Dolken -8-10/4m Btg 20.0000 28,000.00 - Pekerja Oh 7.3000 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 3.3000 65,000.00 - Tukang Besi Oh 2.1000 65,000.00 - Kepala Tukang Oh 0.5700 75,000.00 - Mandor Oh 0.2500 80,000.00 Jumlah Dibulatkan 1 M3 Kolom Beton Tulang 30/30 (210 kg besi + bekisting) Struktur bertingkat 10dia.16, 8-15 - Kayu papan terentang M3 0.4000 2,850,000.00 - Paku Biasa 2" - 5" Kg 4.0000 23,400.00 - Minyak Bekisting Ltr 55,000.00 - Besi Beton Kg 210.0000 16,500.00 - Kawat Beton Kg 1.8000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Kayu Balok Terentang M3 0.1500 2,640,000.00 - MultiPlek 9 mm 120 x 240 Lbr 3.5000 151,100.00 - Dolken -8-10/4m Btg 20.0000 28,000.00 - Pekerja Oh 7.3000 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 3.3000 65,000.00 - Tukang Besi Oh 2.1000 65,000.00 - Kepala Tukang Oh 0.5700 75,000.00 - Mandor Oh 0.2500 80,000.00 Jumlah Dibulatkan
No.
HARGA SATUAN (Rp) 1 M3 Kolom Beton Tulang 30/40 (200 kg besi + bekisting) Struktur bertingkat - Kayu papan terentang M3 0.4000 2,850,000.00 - Paku Biasa 2" - 5" Kg 4.0000 23,400.00 - Minyak Bekisting Ltr 2.0000 55,000.00 - Besi Beton Kg 200.0000 16,500.00 - Kawat Beton Kg 1.8000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Kayu Balok Terentang M3 0.1500 2,640,000.00 - MultiPlek 9 mm 120 x 240 Lbr 3.5000 151,100.00 - Dolken -8-10/4m Btg 20.0000 28,000.00 - Pekerja Oh 7.3000 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 3.3000 65,000.00 - Tukang Besi Oh 2.1000 65,000.00 - Kepala Tukang Oh 0.5700 75,000.00 - Mandor Oh 0.2500 80,000.00 Jumlah Dibulatkan
URAIAN
SATUAN VOLUME
D-19
1 M3 Kolom Beton Tulang (140 kg besi + bekisting) - Kayu papan terentang M3 0.4000 - Paku Biasa 2" - 5" Kg 4.0000 - Minyak Bekisting Ltr 2.0000 - Besi Beton Kg 140.0000 - Kawat Beton Kg 2.1000 - Semen Portland Kg 323.0000 - Pasir Beton M3 0.5200 - Koral Beton 2/3 M3 0.7800 - Kayu Balok Terentang M3 0.1500 - MultiPlek 9 mm 120 x 240 Lbr 3.5000 - Dolken -8-10/4m Btg 20.0000 - Pekerja Oh 7.3000
2,850,000.00 23,400.00 55,000.00 16,500.00 27,700.00 1,406.00 255,400.00 211,100.00 2,640,000.00 151,100.00 28,000.00 42,000.00
No. -
URAIAN
SATUAN VOLUME
D-20
Tukang Batu Oh 0.3500 Tukang Kayu Oh 3.3000 Tukang Besi Oh 2.1000 Kepala Tukang Oh 0.5700 Mandor Oh 0.2500 Jumlah Dibulatkan 1 M3 Kolom Beton Tulang (150 kg besi + bekisting) - Kayu papan terentang M3 0.4000 - Paku Biasa 2" - 5" Kg 4.0000 - Minyak Bekisting Ltr 2.0000 - Besi Beton Kg 150.0000 - Kawat Beton Kg 2.4000 - Semen Portland Kg 323.0000 - Pasir Beton M3 0.5200 - Koral Beton 2/3 M3 0.7800 - Kayu Balok Terentang M3 0.1500 - MultiPlek 9 mm 120 x 240 Lbr 3.5000 - Dolken -8-10/4m Btg 20.0000 - Pekerja Oh 7.3000 - Tukang Batu Oh 0.3500 - Tukang Kayu Oh 3.3000 - Tukang Besi Oh 2.1000 - Kepala Tukang Oh 0.5700 - Mandor Oh 0.2500 Jumlah Dibulatkan
HARGA SATUAN (Rp) 65,000.00 65,000.00 65,000.00 75,000.00 80,000.00
2,850,000.00 23,400.00 55,000.00 16,500.00 27,700.00 1,406.00 255,400.00 211,100.00 2,640,000.00 151,100.00 28,000.00 42,000.00 65,000.00 65,000.00 65,000.00 75,000.00 80,000.00
No. D-21
URAIAN
SATUAN VOLUME
HARGA SATUAN (Rp) 2,850,000.00 23,400.00 55,000.00 16,500.00 27,700.00 1,406.00 255,400.00 211,100.00 2,640,000.00 151,100.00 28,000.00 42,000.00 65,000.00 65,000.00 65,000.00 75,000.00 80,000.00
D-22
D-23
1 M3 Kolom Beton Tulang (180 kg besi + bekisting) - Kayu papan terentang M3 0.4000 - Paku Biasa 2" - 5" Kg 4.0000 - Minyak Bekisting Ltr 2.0000 - Besi Beton Kg 180.0000 - Kawat Beton Kg 2.7000 - Semen Portland Kg 323.0000 - Pasir Beton M3 0.5200 - Koral Beton 2/3 M3 0.7800 - Kayu Balok Terentang M3 0.1500 - MultiPlek 9 mm 120 x 240 Lbr 3.5000 - Dolken -8-10/4m Btg 20.0000 - Pekerja Oh 7.3000 - Tukang Batu Oh 0.3500 - Tukang Kayu Oh 3.3000 - Tukang Besi Oh 2.1000 - Kepala Tukang Oh 0.5700 - Mandor Oh 0.2500 Jumlah Dibulatkan 1 M3 Kolom Beton Tulang (200 kg besi + bekisting) - Kayu papan terentang M3 0.4000 - Paku Biasa 2" - 5" Kg 4.0000 - Minyak Bekisting Ltr 2.0000 - Besi Beton Kg 200.0000 - Kawat Beton Kg 3.0000 - Semen Portland Kg 323.0000 - Pasir Beton M3 0.5200 - Koral Beton 2/3 M3 0.7800 - Kayu Balok Terentang M3 0.1500 - MultiPlek 9 mm 120 x 240 Lbr 3.5000 - Dolken -8-10/4m Btg 20.0000 - Pekerja Oh 7.3000 - Tukang Batu Oh 0.3500 - Tukang Kayu Oh 3.3000 - Tukang Besi Oh 2.1000 - Kepala Tukang Oh 0.5700 - Mandor Oh 0.2500 Jumlah Dibulatkan 1 M3 Kolom Beton Tulang (250 kg besi + bekisting) - Kayu papan terentang M3 0.4000 - Paku Biasa 2" - 5" Kg 4.0000 - Minyak Bekisting Ltr 2.0000
2,850,000.00 23,400.00 55,000.00 16,500.00 27,700.00 1,406.00 255,400.00 211,100.00 2,640,000.00 151,100.00 28,000.00 42,000.00 65,000.00 65,000.00 65,000.00 75,000.00 80,000.00
2,850,000.00 23,400.00 55,000.00
No. -
URAIAN Besi Beton Kawat Beton Semen Portland Pasir Beton Koral Beton 2/3 Kayu Balok Terentang MultiPlek 9 mm 120 x 240 Dolken -8-10/4m
SATUAN VOLUME Kg Kg Kg M3 M3 M3 Lbr Btg 250.0000 3.7500 323.0000 0.5200 0.7800 0.1500 3.5000 20.0000
HARGA SATUAN (Rp) 16,500.00 27,700.00 1,406.00 255,400.00 211,100.00 2,640,000.00 151,100.00 28,000.00
No. -
URAIAN
SATUAN VOLUME
D-24
D-25
Pekerja Oh 7.3000 Tukang Batu Oh 0.3500 Tukang Kayu Oh 3.3000 Tukang Besi Oh 2.1000 Kepala Tukang Oh 0.5700 Mandor Oh 0.2500 Jumlah Dibulatkan 1 M3 Kolom Beton Tulang (300 kg besi + bekisting) - Kayu papan terentang M3 0.4000 - Paku Biasa 2" - 5" Kg 4.0000 - Minyak Bekisting Ltr 2.0000 - Besi Beton Kg 300.0000 - Kawat Beton Kg 4.5000 - Semen Portland Kg 323.0000 - Pasir Beton M3 0.5200 - Koral Beton 2/3 M3 0.7800 - Kayu Balok Terentang M3 0.1500 - MultiPlek 9 mm 120 x 240 Lbr 3.5000 - Dolken -8-10/4m Btg 20.0000 - Pekerja Oh 7.3000 - Tukang Batu Oh 0.3500 - Tukang Kayu Oh 3.3000 - Tukang Besi Oh 2.1000 - Kepala Tukang Oh 0.5700 - Mandor Oh 0.2500 Jumlah Dibulatkan 1 M3 Balok Beton Tulang (120 kg besi + bekisting) - Kayu papan terentang M3 0.3200 - Paku Biasa 2" - 5" Kg 3.2000 - Minyak Bekisting Ltr 1.6000 - Besi Beton Kg 120.0000 - Kawat Beton Kg 1.8000 - Semen Portland Kg 323.0000 - Pasir Beton M3 0.5200 - Koral Beton 2/3 M3 0.7800 - Kayu Balok Terentang M3 0.1400 - MultiPlek 9 mm 120 x 240 Lbr 2.8000 - Dolken -8-10/4m Btg 16.0000 - Pekerja Oh 5.9600 - Tukang Batu Oh 0.3500 - Tukang Kayu Oh 2.8000 - Tukang Besi Oh 1.4000
HARGA SATUAN (Rp) 42,000.00 65,000.00 65,000.00 65,000.00 75,000.00 80,000.00
2,850,000.00 23,400.00 55,000.00 16,500.00 27,700.00 1,406.00 255,400.00 211,100.00 2,640,000.00 151,100.00 28,000.00 42,000.00 65,000.00 65,000.00 65,000.00 75,000.00 80,000.00
2,850,000.00 23,400.00 55,000.00 16,500.00 27,700.00 1,406.00 255,400.00 211,100.00 2,640,000.00 151,100.00 28,000.00 42,000.00 65,000.00 65,000.00 65,000.00
No.
URAIAN - Kepala Tukang - Mandor Jumlah Dibulatkan
SATUAN VOLUME Oh Oh 0.4550 0.2080
HARGA SATUAN (Rp) 75,000.00 80,000.00
No. D-26
URAIAN
SATUAN VOLUME
HARGA SATUAN (Rp)
D-26
1 M3 Balok Beton Tulang 15/20 (150 kg besi + bekisting) - Kayu papan terentang M3 0.3200 2,850,000.00 - Paku Biasa 2" - 5" Kg 3.2000 23,400.00 - Minyak Bekisting Ltr 1.6000 55,000.00 - Besi Beton Kg 150.0000 16,500.00 - Kawat Beton Kg 2.2500 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Kayu Balok Terentang M3 0.1400 2,640,000.00 - MultiPlek 9 mm 120 x 240 Lbr 2.8000 151,100.00 - Dolken -8-10/4m Btg 16.0000 28,000.00 - Pekerja Oh 5.9600 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 2.8000 65,000.00 - Tukang Besi Oh 1.4000 65,000.00 - Kepala Tukang Oh 0.4550 75,000.00 - Mandor Oh 0.2080 80,000.00 Jumlah Dibulatkan 1 M3 Balok Beton Tulang 15/20 (180 kg besi + bekisting) 4dia. 12, 8-15 - Kayu papan terentang M3 0.3200 2,850,000.00 - Paku Biasa 2" - 5" Kg 3.2000 23,400.00 - Minyak Bekisting Ltr 55,000.00 - Besi Beton Kg 180.0000 16,500.00 - Kawat Beton Kg 2.2500 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Kayu Balok Terentang M3 0.1400 2,640,000.00 - MultiPlek 9 mm 120 x 240 Lbr 2.8000 151,100.00 - Dolken -8-10/4m Btg 16.0000 28,000.00 - Pekerja Oh 5.9600 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 2.8000 65,000.00 - Tukang Besi Oh 1.4000 65,000.00 - Kepala Tukang Oh 0.4550 75,000.00 - Mandor Oh 0.2080 80,000.00 Jumlah Dibulatkan 1 M3 Balok Beton Tulang 15/20 sofi-sofi, ring balk + balok poratl (180 kg besi + bekisting) 4dia. 12, 8-15 - Kayu papan terentang M3 0.3200 2,850,000.00 - Paku Biasa 2" - 5" Kg 3.2000 23,400.00 - Minyak Bekisting Ltr 55,000.00
No. -
URAIAN Besi Beton Kawat Beton Semen Portland Pasir Beton Koral Beton 2/3 Kayu Balok Terentang MultiPlek 9 mm 120 x 240 Dolken -8-10/4m Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor Jumlah Dibulatkan
SATUAN VOLUME Kg Kg Kg M3 M3 M3 Lbr Btg Oh Oh Oh Oh Oh Oh 180.0000 2.2500 323.0000 0.5200 0.7800 0.1400 2.8000 16.0000 5.9600 0.3500 2.8000 1.4000 0.4550 0.2080
HARGA SATUAN (Rp) 16,500.00 27,700.00 1,406.00 255,400.00 211,100.00 2,640,000.00 151,100.00 28,000.00 42,000.00 65,000.00 65,000.00 65,000.00 75,000.00 80,000.00
1 M3 Balok Beton Tulang 15/30 (190 kg besi + bekisting) Struktur bertingkat 4dia. 16, 8-15 - Kayu papan terentang M3 0.3200 2,850,000.00 - Paku Biasa 2" - 5" Kg 3.2000 23,400.00 - Minyak Bekisting Ltr 55,000.00 - Besi Beton Kg 190.0000 16,500.00 - Kawat Beton Kg 2.2500 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Kayu Balok Terentang M3 0.1400 2,640,000.00 - MultiPlek 9 mm 120 x 240 Lbr 2.8000 151,100.00 - Dolken -8-10/4m Btg 16.0000 28,000.00 - Pekerja Oh 5.9600 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 2.8000 65,000.00 - Tukang Besi Oh 1.4000 65,000.00 - Kepala Tukang Oh 0.4550 75,000.00 - Mandor Oh 0.2080 80,000.00 Jumlah Dibulatkan
No.
URAIAN
SATUAN VOLUME
HARGA SATUAN (Rp)
D-27
1 M3 Balok Beton Tulang 20/40 (200 kg besi + bekisting) Struktur bertingkat 7dia.16+2dia.12, 8-15 - Kayu papan terentang M3 0.3200 2,850,000.00 - Paku Biasa 2" - 5" Kg 3.2000 23,400.00 - Minyak Bekisting Ltr 55,000.00 - Besi Beton Kg 200.0000 16,500.00 - Kawat Beton Kg 3.0000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Kayu Balok Terentang M3 0.1400 2,640,000.00 - MultiPlek 9 mm 120 x 240 Lbr 2.8000 151,100.00 - Dolken -8-10/4m Btg 16.0000 28,000.00 - Pekerja Oh 5.9600 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 2.8000 65,000.00 - Tukang Besi Oh 1.4000 65,000.00 - Kepala Tukang Oh 0.4550 75,000.00 - Mandor Oh 0.2080 80,000.00 Jumlah Dibulatkan 1 M3 Balok Beton Tulang 20/30 (200 kg besi + bekisting) Struktur bertingkat 6dia. 16, 8-15 - Kayu papan terentang M3 0.3200 2,850,000.00 - Paku Biasa 2" - 5" Kg 3.2000 23,400.00 - Minyak Bekisting Ltr 55,000.00 - Besi Beton Kg 200.0000 16,500.00 - Kawat Beton Kg 3.0000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Kayu Balok Terentang M3 0.1400 2,640,000.00 - MultiPlek 9 mm 120 x 240 Lbr 2.8000 151,100.00 - Dolken -8-10/4m Btg 16.0000 28,000.00 - Pekerja Oh 5.9600 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 2.8000 65,000.00 - Tukang Besi Oh 1.4000 65,000.00 - Kepala Tukang Oh 0.4550 75,000.00 - Mandor Oh 0.2080 80,000.00 Jumlah Dibulatkan 1 M3 Balok Beton Tulang 20/30 (175 kg besi + bekisting) Struktur bertingkat 5dia. 16, 8-15 - Kayu papan terentang M3 0.3200 2,850,000.00
No.
URAIAN - Paku Biasa 2" - 5" - Minyak Bekisting Paku Biasa 2" - 5" - Kawat Beton - Semen Portland - Pasir Beton - Koral Beton 2/3 - Kayu Balok Terentang - MultiPlek 9 mm 120 x 240 - Dolken -8-10/4m - Pekerja - Tukang Batu - Tukang Kayu - Tukang Besi - Kepala Tukang - Mandor Jumlah Dibulatkan
SATUAN VOLUME Kg Ltr Kg Kg Kg M3 M3 M3 Lbr Btg Oh Oh Oh Oh Oh Oh 3.2000 175.0000 3.0000 323.0000 0.5200 0.7800 0.1400 2.8000 16.0000 5.9600 0.3500 2.8000 1.4000 0.4550 0.2080
HARGA SATUAN (Rp) 23,400.00 55,000.00 23,400.00 55,000.00 1,406.00 255,400.00 211,100.00 2,640,000.00 151,100.00 28,000.00 42,000.00 65,000.00 65,000.00 65,000.00 75,000.00 80,000.00
1 M3 Balok Beton Tulang 25/55 (140 kg besi + bekisting) Struktur bertingkat 8dia.16 +2dia.12, 8-15 - Kayu papan terentang M3 0.3200 2,850,000.00 - Paku Biasa 2" - 5" Kg 3.2000 23,400.00 - Minyak Bekisting Ltr 55,000.00 - Besi Beton Kg 140.0000 16,500.00 - Kawat Beton Kg 3.0000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Kayu Balok Terentang M3 0.1400 2,640,000.00 - MultiPlek 9 mm 120 x 240 Lbr 2.8000 151,100.00 - Dolken -8-10/4m Btg 16.0000 28,000.00 - Pekerja Oh 5.9600 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 2.8000 65,000.00 - Tukang Besi Oh 1.4000 65,000.00 - Kepala Tukang Oh 0.4550 75,000.00 - Mandor Oh 0.2080 80,000.00 Jumlah
No.
URAIAN
SATUAN VOLUME
HARGA SATUAN (Rp)
Dibulatkan 1 M3 Balok Beton Tulang 30/60 (110 kg besi + bekisting) Struktur bertingkat 8dia.16 +2dia.12, 8-15 - Kayu papan terentang M3 0.3200 2,850,000.00 - Paku Biasa 2" - 5" Kg 3.2000 23,400.00 - Minyak Bekisting Ltr 55,000.00 - Besi Beton Kg 110.0000 16,500.00 - Kawat Beton Kg 3.0000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Kayu Balok Terentang M3 0.1400 2,640,000.00 - MultiPlek 9 mm 120 x 240 Lbr 2.8000 151,100.00 - Dolken -8-10/4m Btg 16.0000 28,000.00 - Pekerja Oh 5.9600 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 2.8000 65,000.00 - Tukang Besi Oh 1.4000 65,000.00 - Kepala Tukang Oh 0.4550 75,000.00 - Mandor Oh 0.2080 80,000.00 Jumlah Dibulatkan 1 M3 Balok Beton Lintel 11/11 (300 kg besi + bekisting) 4dia.10 8-15 - Kayu papan terentang M3 0.4000 2,850,000.00 - Paku Biasa 2" - 5" Kg 4.0000 23,400.00 - Minyak Bekisting Ltr 55,000.00 - Besi Beton Kg 300.0000 16,500.00 - Kawat Beton Kg 1.8000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Kayu Balok Terentang M3 2,640,000.00 - MultiPlek 9 mm 120 x 240 Lbr 151,100.00 - Dolken -8-10/4m Btg 20.0000 28,000.00 - Pekerja Oh 7.3000 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 3.3000 65,000.00 - Tukang Besi Oh 2.1000 65,000.00 - Kepala Tukang Oh 0.5700 75,000.00 - Mandor Oh 0.2500 80,000.00 Jumlah Dibulatkan
No.
URAIAN
SATUAN VOLUME
HARGA SATUAN (Rp)
D-28
1 M3 Balok Beton Tulang (230 kg besi + bekisting) - Kayu papan terentang M3 0.3200 - Paku Biasa 2" - 5" Kg 3.2000 - Minyak Bekisting Ltr 1.6000 - Besi Beton Kg 230.0000 - Kawat Beton Kg 3.4500 - Semen Portland Kg 323.0000 - Pasir Beton M3 0.5200 - Koral Beton 2/3 M3 0.7800 - Kayu Balok Terentang M3 0.1400 - MultiPlek 9 mm 120 x 240 Lbr 2.8000 - Dolken -8-10/4m Btg 16.0000 - Pekerja Oh 5.9600
2,850,000.00 23,400.00 55,000.00 16,500.00 27,700.00 1,406.00 255,400.00 211,100.00 2,640,000.00 151,100.00 28,000.00 42,000.00
No. -
URAIAN
SATUAN VOLUME
D-29
D-30
D-31
Tukang Batu Oh 0.3500 Tukang Kayu Oh 2.8000 Tukang Besi Oh 1.4000 Kepala Tukang Oh 0.4550 Mandor Oh 0.2080 Jumlah Dibulatkan 1 M3 Tangga Beton Tulang (200 kg besi + bekisting) - Kayu papan terentang M3 0.2500 2,850,000.00 - Paku Biasa 2" - 5" Kg 3.0000 23,400.00 - Minyak Bekisting Ltr 1.2000 55,000.00 - Besi Beton Kg 200.0000 16,500.00 - Kawat Beton Kg 3.0000 27,700.00 - Semen Portland Kg 323.0000 1,406.00 - Pasir Beton M3 0.5200 255,400.00 - Koral Beton 2/3 M3 0.7800 211,100.00 - Kayu Balok Terentang M3 0.1050 2,640,000.00 - Plywood Tebal 9 mm Lbr 2.5000 151,100.00 - Dolken -8-10/4m Btg 14.0000 28,000.00 - Pekerja Oh 5.6000 42,000.00 - Tukang Batu Oh 0.3500 65,000.00 - Tukang Kayu Oh 2.3000 65,000.00 - Tukang Besi Oh 1.4000 65,000.00 - Kepala Tukang Oh 0.4050 75,000.00 - Mandor Oh 0.2020 80,000.00 Jumlah Dibulatkan 1 M3 Pelat Lantai Beton Tulang T= 10 cm (90 kg besi + bekisting) - Beton tulang ad. 1Pc : 2Ps : 3Kr M3 1.0000 914,882.00 - Pasang Bekisting untuk lantai M2 10.0000 431,850.00 - Besi Beton Polos Kg 90.0000 18,566.00 Jumlah Dibulatkan 1 M3 Pelat Lantai Beton Tulang T= 12 cm (110 kg besi + bekisting) dia.8-12,5 - Beton bertulang ad. 1Pc : 2Ps : 3Kr M3 1.0000 914,882.00 - Pasang Bekisting untuk lantai M2 8.3300 431,850.00 - Besi Beton Polos Kg 110.0000 18,566.00 Jumlah Dibulatkan 1 M3 Pelat Lantai Beton Tulang T= 12 cm (130 kg besi + bekisting) dia.10-20 - Beton bertulang ad. 1Pc : 2Ps : 3Kr M3 1.0000 914,882.00 - Pasang Bekisting untuk lantai M2 8.3300 431,850.00 - Besi Beton Polos Kg 130.0000 18,566.00 Jumlah
HARGA SATUAN (Rp) 65,000.00 65,000.00 65,000.00 75,000.00 80,000.00
No. Dibulatkan D-32
URAIAN
SATUAN VOLUME
HARGA SATUAN (Rp)
D-33
1 M3 Pelat Lantai Beton Tulang T= 12 cm (130 kg besi + bekisting) - Beton bertulang ad. 1Pc : 2Ps : 3Kr M3 1.0000 - Pasang Bekisting untuk lantai M2 8.3300 - Besi Beton Polos Kg 130.0000 Jumlah Dibulatkan 1 M3 Pelat Lantai Beton Tulang T= 15 cm (90 kg besi + bekisting) - Beton bertulang ad. 1Pc : 2Ps : 3Kr M3 1.0000 - Pasang Bekisting untuk lantai M2 6.6700 - Besi Beton Polos Kg 90.0000 Jumlah Dibulatkan
914,882.00 431,850.00 18,566.00
914,882.00 431,850.00 18,566.00
No. D-34
D-35
D-36
D-37
HARGA SATUAN (Rp) 1 M3 Pelat Lantai Beton Tulang T= 15 cm (115 kg besi + bekisting) - Beton bertulang ad. 1Pc : 2Ps : 3Kr M3 1.0000 914,882.00 - Pasang Bekisting untuk lantai M2 6.6700 431,850.00 - Besi Beton Polos Kg 115.0000 18,566.00 Jumlah Dibulatkan 1 M' Kolom Praktis Beton Tulang (11x11) cm - Kayu papan terentang M3 0.0020 2,850,000.00 - Paku Biasa 2" - 5" Kg 0.0100 23,400.00 - Besi Beton Polos Kg 3.0000 16,500.00 - Kawat Beton Kg 0.0450 27,700.00 - Semen Portland Kg 4.0000 1,406.00 - Pasir Beton M3 0.0060 255,400.00 - Koral Beton M3 0.0090 211,100.00 - Pekerja Oh 0.0600 42,000.00 - Tukang Batu Oh 0.0200 65,000.00 - Tukang Kayu Oh 0.0200 65,000.00 - Tukang Besi Oh 0.0200 65,000.00 - Kepala Tukang Oh 0.0060 75,000.00 - Mandor Oh 0.0030 80,000.00 Jumlah Dibulatkan 1 M' Ring Balok Beton Tulang (10x15) cm - Kayu papan terentang M3 0.0030 2,850,000.00 - Paku Biasa 2" - 5" Kg 0.0200 23,400.00 - Besi Beton Polos Kg 3.6000 16,500.00 - Kawat Beton Kg 0.0500 27,700.00 - Semen Portland Kg 5.5000 1,406.00 - Pasir Beton M3 0.0090 255,400.00 - Koral Beton M3 0.0150 211,100.00 - Pekerja Oh 0.1000 42,000.00 - Tukang Batu Oh 0.0330 65,000.00 - Tukang Kayu Oh 0.0330 65,000.00 - Tukang Besi Oh 0.0330 65,000.00 - Kepala Tukang Oh 0.0100 75,000.00 - Mandor Oh 0.0050 80,000.00 Jumlah Dibulatkan 1 M2 Pasang Bekesting Untuk Dinding - Kayu papan terentang M3 0.0300 2,850,000.00 - Paku Biasa 2" - 5" Kg 0.4000 1,406.00 - Minyak Bekisting Ltr 0.2000 55,000.00 - Kayu balok terentang M3 0.0200 2,640,000.00 - Plywood Tebal 9 mm Lbr 0.3500 151,100.00
URAIAN
SATUAN VOLUME
No. -
URAIAN Dolken -8-10/4m Formite/spacer Pekerja Tukang Kayu Kepala Tukang Mandor Jumlah Dibulatkan
SATUAN VOLUME Btg Buah Oh Oh Oh Oh 3.0000 4.0000 0.3200 0.0330 0.0330 0.0060
HARGA SATUAN (Rp) 28,000.00 2,500.00 42,000.00 65,000.00 75,000.00 80,000.00
No. D-38
URAIAN
SATUAN VOLUME
HARGA SATUAN (Rp) 2,850,000.00 23,400.00 55,000.00 16,500.00 27,700.00 1,406.00 255,400.00 211,100.00 2,640,000.00 151,100.00 28,000.00 42,000.00 65,000.00 65,000.00 65,000.00 75,000.00 80,000.00
D-39
D-40
1 M3 Pelat Beton Tulang (150 kg besi + bekisting) - Kayu papan terentang M3 0.3200 - Paku Biasa 2" - 5" Kg 3.2000 - Minyak Bekisting Ltr 1.6000 - Besi Beton Kg 150.0000 - Kawat Beton Kg 2.2500 - Semen Portland Kg 323.0000 - Pasir Beton M3 0.5200 - Koral Beton 2/3 M3 0.7800 - Kayu Balok Terentang M3 0.1200 - Plywood Tebal 9 mm Lbr 2.8000 - Dolken -8-10/4m Btg 32.0000 - Pekerja Oh 5.3000 - Tukang Batu Oh 0.3500 - Tukang Kayu Oh 1.3000 - Tukang Besi Oh 1.0500 - Kepala Tukang Oh 0.2650 - Mandor Oh 0.2650 Jumlah Dibulatkan 1 M3 Dinding Beton Tulang (150 kg besi + bekisting) - Kayu papan terentang M3 0.2400 - Paku Biasa 2" - 5" Kg 3.2000 - Minyak Bekisting Ltr 1.6000 - Besi Beton Kg 150.0000 - Kawat Beton Kg 2.2500 - Semen Portland Kg 323.0000 - Pasir Beton M3 0.5200 - Koral Beton 2/3 M3 0.7800 - Kayu Balok Terentang M3 0.1600 - Plywood Tebal 9 mm Lbr 2.8000 - Dolken -8-10/4m Btg 24.0000 - Pekerja Oh 5.6000 - Tukang Batu Oh 0.3500 - Tukang Kayu Oh 2.6400 - Tukang Besi Oh 1.0500 - Kepala Tukang Oh 0.4000 - Mandor Oh 0.1930 Jumlah Dibulatkan 1 M3 Dinding Beton Tulang (200 kg besi + bekisting) - Kayu papan terentang M3 0.2500 - Paku Biasa 2" - 5" Kg 3.0000 - Minyak Bekisting Ltr 1.2000
2,850,000.00 23,400.00 55,000.00 16,500.00 27,700.00 1,406.00 255,400.00 211,100.00 2,640,000.00 151,100.00 28,000.00 42,000.00 65,000.00 65,000.00 65,000.00 75,000.00 80,000.00
2,850,000.00 23,400.00 55,000.00
No. -
URAIAN Besi Beton Kawat Beton Semen Portland Pasir Beton Koral Beton 2/3
SATUAN VOLUME Kg Kg Kg M3 M3 200.0000 3.0000 323.0000 0.5200 0.7800
HARGA SATUAN (Rp) 16,500.00 27,700.00 1,406.00 255,400.00 211,100.00
No. -
URAIAN
SATUAN VOLUME M3 Lbr Btg Oh Oh Oh Oh Oh Oh 0.1050 2.8000 14.0000 5.6500 0.3500 1.5600 1.4000 0.3230 0.2830
D-41
D-42
D-43
Kayu Balok Terentang Plywood Tebal 9 mm Dolken -8-10/4m Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor Jumlah Dibulatkan 1 M3 Membuat Beton Cor Mutu K-300 - Semen Portland - Pasir Beton - Koral Beton 2/3 - Pekerja - Tukang Batu - Kepala Tukang - Mandor Jumlah Dibulatkan 1 M3 Membuat Beton Cor Mutu K-200 - Semen Portland - Pasir Beton - Koral Beton 2/3 - Pekerja - Tukang Batu - Kepala Tukang - Mandor Jumlah Dibulatkan 1 M3 Membuat Beton Cor Mutu K-250 - Semen Portland - Pasir Beton - Koral Beton 2/3 - Pekerja - Tukang Batu - Kepala Tukang - Mandor Jumlah Dibulatkan
HARGA SATUAN (Rp) 2,640,000.00 151,100.00 28,000.00 42,000.00 65,000.00 65,000.00 65,000.00 75,000.00 80,000.00
Kg M3 M3 Oh Oh Oh Oh
413.0000 0.4256 0.6807 1.6500 0.2750 0.0280 0.0830
1,406.00 255,400.00 211,100.00 42,000.00 65,000.00 75,000.00 80,000.00
Kg M3 M3 Oh Oh Oh Oh
352.0000 0.4569 0.6873 1.6500 0.2750 0.0280 0.0830
1,406.00 255,400.00 211,100.00 42,000.00 65,000.00 75,000.00 80,000.00
Kg M3 M3 Oh Oh Oh Oh
384.0000 0.4325 0.6927 1.6500 0.2750 0.0280 0.0830
1,406.00 255,400.00 211,100.00 42,000.00 65,000.00 75,000.00 80,000.00
ERJAAN BETONHARGA (Rp) 306,508.00 132,808.00 183,657.00 69,300.00 16,250.00 1,875.00 6,400.00 716,798.00 716,798.00 276,982.00 120,038.00 198,434.00 69,300.00 16,250.00 1,875.00 6,400.00 689,279.00 689,279.00 472,416.00 137,916.00 170,991.00 84,000.00 22,750.00 2,625.00 80,000.00 970,698.00 970,698.00 618,640.00 127,700.00 168,880.00 38,622.00 69,300.00 16,250.00 1,875.00 6,400.00 1,047,667.00 1,047,667.00
HARGA (Rp) 409,146.00 120,038.00 196,323.00 84,000.00 22,750.00 2,625.00 80,000.00 914,882.00 914,882.00
HARGA (Rp) 60,795.00 2,100.00 2,275.00 262.50 160.00 65,592.50 65,593.00 17,325.00 415.50 294.00 455.00 52.50 24.00 18,566.00 18,566.00 114,000.00 7,020.00 12,600.00 16,900.00 1,950.00 400.00 152,870.00 152,870.00 128,250.00 7,020.00 12,600.00 16,900.00 1,950.00 400.00 167,120.00 167,120.00 114,000.00 9,360.00 39,600.00 52,885.00 56,000.00
HARGA (Rp) 12,600.00 21,450.00 2,475.00 480.00 308,850.00 308,850.00
HARGA (Rp) 114,000.00 9,360.00 47,520.00 52,885.00 56,000.00 12,600.00 21,450.00 2,475.00 480.00 316,770.00 316,770.00 114,000.00 9,360.00 11,000.00 39,600.00 52,885.00 168,000.00 12,600.00 21,450.00 2,475.00 480.00 431,850.00 431,850.00 85,500.00 9,360.00 8,250.00 39,600.00 52,885.00 56,000.00 13,440.00 21,450.00 2,475.00 480.00 289,440.00 289,440.00 545,528.00 166,010.00 137,215.00 645.00
HARGA (Rp) 252,000.00 65,000.00 7,500.00 24,000.00 1,197,898.00 1,197,898.00
HARGA (Rp) 562,400.00 102,160.00 173,102.00 645.00 252,000.00 65,000.00 7,500.00 24,000.00 1,186,807.00 1,186,807.00 570,000.00 35,100.00 2,475,000.00 62,325.00 454,138.00 132,808.00 164,658.00 163,800.00 22,750.00 67,600.00 68,250.00 18,375.00 13,200.00 4,248,004.00 4,248,004.00 769,500.00 46,800.00 33,000.00 3,300,000.00 83,100.00 454,138.00 132,808.00 164,658.00 203,700.00 22,750.00 101,400.00 91,000.00 24,825.00 13,600.00 5,441,279.00
HARGA (Rp) 5,441,279.00 769,500.00 46,800.00 33,000.00 2,475,000.00 83,100.00 454,138.00 132,808.00 164,658.00 203,700.00 22,750.00 101,400.00 91,000.00 24,825.00 13,600.00 4,616,279.00 4,616,279.00 769,500.00 46,800.00 2,970,000.00 83,100.00 454,138.00 132,808.00 164,658.00 203,700.00 22,750.00 101,400.00 91,000.00 24,825.00 13,600.00 5,078,279.00 5,078,279.00 769,500.00 46,800.00 2,475,000.00 83,100.00 454,138.00 132,808.00 164,658.00
ur bertingkat 4dia.16 8-15
HARGA (Rp) 203,700.00 22,750.00 101,400.00 91,000.00 24,825.00 13,600.00 4,583,279.00 4,583,279.00 769,500.00 46,800.00 3,300,000.00 83,100.00 454,138.00 132,808.00 164,658.00 203,700.00 22,750.00 101,400.00 91,000.00 24,825.00 13,600.00 5,408,279.00 5,408,279.00 769,500.00 46,800.00 33,000.00 3,960,000.00 83,100.00 454,138.00 132,808.00 164,658.00 203,700.00 22,750.00 101,400.00 91,000.00 24,825.00 13,600.00 6,101,279.00 6,101,279.00
ur bertingkat 6dia.16 8-15
HARGA (Rp)
1,140,000.00 93,600.00 110,000.00 1,980,000.00 49,860.00
HARGA (Rp) 454,138.00 132,808.00 164,658.00 396,000.00 822,500.00 560,000.00 306,600.00 22,750.00 214,500.00 136,500.00 42,750.00 20,000.00 6,646,664.00 6,646,664.00 1,140,000.00 93,600.00 2,310,000.00 49,860.00 454,138.00 132,808.00 164,658.00 396,000.00 528,850.00 560,000.00 306,600.00 22,750.00 214,500.00 136,500.00 42,750.00 20,000.00 6,573,014.00 6,573,014.00 1,140,000.00 93,600.00 2,970,000.00 49,860.00 454,138.00 132,808.00 164,658.00 396,000.00
HARGA (Rp) 528,850.00 560,000.00 306,600.00 22,750.00 214,500.00 136,500.00 42,750.00 20,000.00 7,233,014.00 7,233,014.00 1,140,000.00 93,600.00 2,887,500.00 49,860.00 454,138.00 132,808.00 164,658.00 560,000.00 306,600.00 22,750.00 214,500.00 136,500.00 42,750.00 20,000.00 6,225,664.00 6,225,664.00 1,140,000.00 93,600.00 3,465,000.00 49,860.00 454,138.00 132,808.00 164,658.00 560,000.00 306,600.00 22,750.00
HARGA (Rp) 214,500.00 136,500.00 42,750.00 20,000.00 6,803,164.00 6,803,164.00 1,140,000.00 93,600.00 4,290,000.00 49,860.00 454,138.00 132,808.00 164,658.00 560,000.00 306,600.00 22,750.00 214,500.00 136,500.00 42,750.00 20,000.00 7,628,164.00 7,628,164.00
tur bertingkat 4dia.16 8-15 1,140,000.00 93,600.00 3,465,000.00 49,860.00 454,138.00 132,808.00 164,658.00 396,000.00 528,850.00 560,000.00 306,600.00 22,750.00
HARGA (Rp) 214,500.00 136,500.00 42,750.00 20,000.00 7,728,014.00 7,728,014.00 tur bertingkat 6dia.16 +2dia.12, 8-15 1,140,000.00 93,600.00 3,795,000.00 49,860.00 454,138.00 132,808.00 164,658.00 396,000.00 528,850.00 560,000.00 306,600.00 22,750.00 214,500.00 136,500.00 42,750.00 20,000.00 8,058,014.00 8,058,014.00 1,140,000.00 93,600.00 110,000.00 4,125,000.00 49,860.00 454,138.00 132,808.00 164,658.00 396,000.00 528,850.00 560,000.00 306,600.00 22,750.00 214,500.00 136,500.00 42,750.00 20,000.00
HARGA (Rp) 8,498,014.00 8,498,014.00 1,140,000.00 93,600.00 2,887,500.00 49,860.00 454,138.00 132,808.00 164,658.00 396,000.00 528,850.00 560,000.00 306,600.00 22,750.00 214,500.00 136,500.00 42,750.00 20,000.00 7,150,514.00 7,150,514.00 1,140,000.00 93,600.00 3,465,000.00 49,860.00 454,138.00 132,808.00 164,658.00 396,000.00 528,850.00 560,000.00 306,600.00 22,750.00 214,500.00 136,500.00 42,750.00 20,000.00 7,728,014.00 7,728,014.00
tur bertingkat 8dia.16, 8-15
tur bertingkat 10dia.16, 8-15
HARGA (Rp) 1,140,000.00 93,600.00 110,000.00 3,300,000.00 49,860.00 454,138.00 132,808.00 164,658.00 396,000.00 528,850.00 560,000.00 306,600.00 22,750.00 214,500.00 136,500.00 42,750.00 20,000.00 7,673,014.00 7,673,014.00
1,140,000.00 93,600.00 110,000.00 2,310,000.00 58,170.00 454,138.00 132,808.00 164,658.00 396,000.00 528,850.00 560,000.00 306,600.00
HARGA (Rp) 22,750.00 214,500.00 136,500.00 42,750.00 20,000.00 6,691,324.00 6,691,324.00 1,140,000.00 93,600.00 110,000.00 2,475,000.00 66,480.00 454,138.00 132,808.00 164,658.00 396,000.00 528,850.00 560,000.00 306,600.00 22,750.00 214,500.00 136,500.00 42,750.00 20,000.00 6,864,634.00 6,864,634.00
HARGA (Rp) 1,140,000.00 93,600.00 110,000.00 2,970,000.00 74,790.00 454,138.00 132,808.00 164,658.00 396,000.00 528,850.00 560,000.00 306,600.00 22,750.00 214,500.00 136,500.00 42,750.00 20,000.00 7,367,944.00 7,367,944.00 1,140,000.00 93,600.00 110,000.00 3,300,000.00 83,100.00 454,138.00 132,808.00 164,658.00 396,000.00 528,850.00 560,000.00 306,600.00 22,750.00 214,500.00 136,500.00 42,750.00 20,000.00 7,706,254.00 7,706,254.00 1,140,000.00 93,600.00 110,000.00
HARGA (Rp) 4,125,000.00 103,875.00 454,138.00 132,808.00 164,658.00 396,000.00 528,850.00 560,000.00
HARGA (Rp) 306,600.00 22,750.00 214,500.00 136,500.00 42,750.00 20,000.00 8,552,029.00 8,552,029.00 1,140,000.00 93,600.00 110,000.00 4,950,000.00 124,650.00 454,138.00 132,808.00 164,658.00 396,000.00 528,850.00 560,000.00 306,600.00 22,750.00 214,500.00 136,500.00 42,750.00 20,000.00 9,397,804.00 9,397,804.00 912,000.00 74,880.00 88,000.00 1,980,000.00 49,860.00 454,138.00 132,808.00 164,658.00 369,600.00 423,080.00 448,000.00 250,320.00 22,750.00 182,000.00 91,000.00
HARGA (Rp) 34,125.00 16,640.00 5,693,859.00 5,693,859.00
HARGA (Rp) 912,000.00 74,880.00 88,000.00 2,475,000.00 62,325.00 454,138.00 132,808.00 164,658.00 369,600.00 423,080.00 448,000.00 250,320.00 22,750.00 182,000.00 91,000.00 34,125.00 16,640.00 6,201,324.00 6,201,324.00
912,000.00 74,880.00 2,970,000.00 62,325.00 454,138.00 132,808.00 164,658.00 369,600.00 423,080.00 448,000.00 250,320.00 22,750.00 182,000.00 91,000.00 34,125.00 16,640.00 6,608,324.00 6,608,324.00 tl (180 kg besi + bekisting) 4dia. 12, 8-15 912,000.00 74,880.00 -
HARGA (Rp) 2,970,000.00 62,325.00 454,138.00 132,808.00 164,658.00 369,600.00 423,080.00 448,000.00 250,320.00 22,750.00 182,000.00 91,000.00 34,125.00 16,640.00 6,608,324.00 6,608,324.00
ur bertingkat 4dia. 16, 8-15 912,000.00 74,880.00 3,135,000.00 62,325.00 454,138.00 132,808.00 164,658.00 369,600.00 423,080.00 448,000.00 250,320.00 22,750.00 182,000.00 91,000.00 34,125.00 16,640.00 6,773,324.00 6,773,324.00
HARGA (Rp)
ur bertingkat 7dia.16+2dia.12, 8-15 912,000.00 74,880.00 3,300,000.00 83,100.00 454,138.00 132,808.00 164,658.00 369,600.00 423,080.00 448,000.00 250,320.00 22,750.00 182,000.00 91,000.00 34,125.00 16,640.00 6,959,099.00 6,959,099.00 912,000.00 74,880.00 3,300,000.00 83,100.00 454,138.00 132,808.00 164,658.00 369,600.00 423,080.00 448,000.00 250,320.00 22,750.00 182,000.00 91,000.00 34,125.00 16,640.00 6,959,099.00 6,959,099.00 912,000.00
ur bertingkat 6dia. 16, 8-15
ur bertingkat 5dia. 16, 8-15
HARGA (Rp) 74,880.00 4,095,000.00 165,000.00 454,138.00 132,808.00 164,658.00 369,600.00 423,080.00 448,000.00 250,320.00 22,750.00 182,000.00 91,000.00 34,125.00 16,640.00 7,835,999.00 7,835,999.00
ur bertingkat 8dia.16 +2dia.12, 8-15 912,000.00 74,880.00 2,310,000.00 83,100.00 454,138.00 132,808.00 164,658.00 369,600.00 423,080.00 448,000.00 250,320.00 22,750.00 182,000.00 91,000.00 34,125.00 16,640.00 5,969,099.00
HARGA (Rp) 5,969,099.00 ur bertingkat 8dia.16 +2dia.12, 8-15 912,000.00 74,880.00 1,815,000.00 83,100.00 454,138.00 132,808.00 164,658.00 369,600.00 423,080.00 448,000.00 250,320.00 22,750.00 182,000.00 91,000.00 34,125.00 16,640.00 5,474,099.00 5,474,099.00 1,140,000.00 93,600.00 4,950,000.00 49,860.00 454,138.00 132,808.00 164,658.00 560,000.00 306,600.00 22,750.00 214,500.00 136,500.00 42,750.00 20,000.00 8,288,164.00 8,288,164.00
HARGA (Rp)
912,000.00 74,880.00 88,000.00 3,795,000.00 95,565.00 454,138.00 132,808.00 164,658.00 369,600.00 423,080.00 448,000.00 250,320.00
HARGA (Rp) 22,750.00 182,000.00 91,000.00 34,125.00 16,640.00 7,554,564.00 7,554,564.00 712,500.00 70,200.00 66,000.00 3,300,000.00 83,100.00 454,138.00 132,808.00 164,658.00 277,200.00 377,750.00 392,000.00 235,200.00 22,750.00 149,500.00 91,000.00 30,375.00 16,160.00 6,575,339.00 6,575,339.00 914,882.00 4,318,500.00 1,670,940.00 6,904,322.00 6,904,322.00 914,882.00 3,597,310.50 2,042,260.00 6,554,452.50 6,554,453.00 914,882.00 3,597,310.50 2,413,580.00 6,925,772.50
HARGA (Rp) 6,925,773.00
914,882.00 3,597,310.50 2,413,580.00 6,925,772.50 6,925,773.00 914,882.00 2,880,439.50 1,670,940.00 5,466,261.50 5,466,262.00
HARGA (Rp) 914,882.00 2,880,439.50 2,135,090.00 5,930,411.50 5,930,412.00 5,700.00 234.00 49,500.00 1,246.50 5,624.00 1,532.40 1,899.90 2,520.00 1,300.00 1,300.00 1,300.00 450.00 240.00 72,846.80 72,847.00 8,550.00 468.00 59,400.00 1,385.00 7,733.00 2,298.60 3,166.50 4,200.00 2,145.00 2,145.00 2,145.00 750.00 400.00 94,786.10 94,786.00 85,500.00 562.40 11,000.00 52,800.00 52,885.00
HARGA (Rp) 84,000.00 10,000.00 13,440.00 2,145.00 2,475.00 480.00 315,287.40 315,287.00
HARGA (Rp) 912,000.00 74,880.00 88,000.00 2,475,000.00 62,325.00 454,138.00 132,808.00 164,658.00 316,800.00 423,080.00 896,000.00 222,600.00 22,750.00 84,500.00 68,250.00 19,875.00 21,200.00 6,438,864.00 6,438,864.00 684,000.00 74,880.00 88,000.00 2,475,000.00 62,325.00 454,138.00 132,808.00 164,658.00 422,400.00 423,080.00 672,000.00 235,200.00 22,750.00 171,600.00 68,250.00 30,000.00 15,440.00 6,196,529.00 6,196,529.00 712,500.00 70,200.00 66,000.00
HARGA (Rp) 3,300,000.00 83,100.00 454,138.00 132,808.00 164,658.00
HARGA (Rp) 277,200.00 423,080.00 392,000.00 237,300.00 22,750.00 101,400.00 91,000.00 24,225.00 22,640.00 6,574,999.00 6,574,999.00 580,678.00 108,704.63 143,688.73 69,300.00 17,875.00 2,100.00 6,640.00 928,986.36 928,986.00 494,912.00 116,685.88 145,096.07 69,300.00 17,875.00 2,100.00 6,640.00 852,608.94 852,609.00 539,904.00 110,460.50 146,221.93 69,300.00 17,875.00 2,100.00 6,640.00 892,501.43 892,501.00
E. ANALISA HARGA SATUAN PEKERJAAN DINDINGNo. E-01 SATUAN VOLUME HARGA SATUAN (Rp) 1 M2 Pasang Bata Merah Tebal 1 Bata, 1pc : 3ps - Bata Merah Bh 140.0000 775.00 - Semen Portland Kg 32.9500 1,406.00 - Pasir Pasang M3 0.0910 233,400.00 - Pekerja Oh 0.6500 42,000.00 - Tukang Batu Oh 0.2000 65,000.00 - Kepala Tukang Oh 0.0200 75,000.00 - Mandor Oh 0.0300 80,000.00 Jumlah Dibulatkan 1 M2 Pasang Bata Merah Tebal 1 Bata, 1pc : 4ps - Bata Merah Bh 140.0000 775.00 - Semen Portland Kg 26.5500 1,406.00 - Pasir Pasang M3 0.0930 233,400.00 - Pekerja Oh 0.6500 42,000.00 - Tukang Batu Oh 0.2000 65,000.00 - Kepala Tukang Oh 0.0200 75,000.00 - Mandor Oh 0.0300 80,000.00 Jumlah Dibulatkan 1 M2 Pasang Bata Merah Tebal 1 Bata, 1pc : 5ps - Bata Merah Bh 140.0000 775.00 - Semen Portland Kg 22.2000 1,406.00 - Pasir Pasang M3 0.1020 233,400.00 - Pekerja Oh 0.6500 42,000.00 - Tukang Batu Oh 0.2000 65,000.00 - Kepala Tukang Oh 0.0200 75,000.00 - Mandor Oh 0.0300 80,000.00 Jumlah Dibulatkan 1 M2 Pasang Bata Merah Tebal 1/2 Bata, 1pc : 3ps - Bata Merah Bh 70.0000 775.00 - Semen Portland Kg 14.3700 1,406.00 - Pasir Pasang M3 0.0400 233,400.00 - Pekerja Oh 0.3200 42,000.00 - Tukang Batu Oh 0.1000 65,000.00 - Kepala Tukang Oh 0.0100 75,000.00 - Mandor Oh 0.0150 80,000.00 Jumlah Dibulatkan 1 M2 Pasang Bata Merah Tebal 1/2 Bata, 1pc : 4ps - Bata Merah Bh 70.0000 775.00 - Semen Portland Kg 11.5000 1,406.00 - Pasir Pasang M3 0.0430 233,400.00 URAIAN HARGA (Rp) 108,500.00 46,327.70 21,239.40 27,300.00 13,000.00 1,500.00 2,400.00 220,267.10 220,267.00 108,500.00 37,329.30 21,706.20 27,300.00 13,000.00 1,500.00 2,400.00 211,735.50 211,736.00 108,500.00 31,213.20 23,806.80 27,300.00 13,000.00 1,500.00 2,400.00 207,720.00 207,720.00 54,250.00 20,204.22 9,336.00 13,440.00 6,500.00 750.00 1,200.00 105,680.22 105,680.00 54,250.00 16,169.00 10,036.20
E-02
E-03
E-04
E-05
No. -
URAIAN Pekerja Tukang Batu Kepala Tukang Mandor Jumlah Dibulatkan
SATUAN VOLUME HARGA SATUAN (Rp) Oh 0.3200 42,000.00 Oh 0.1000 65,000.00 Oh 0.0100 75,000.00 Oh 0.0150 80,000.00
HARGA (Rp) 13,440.00 6,500.00 750.00 1,200.00 102,345.20 102,345.00
No. E-06
E-07
E-08
E-09
E-10
SATUAN VOLUME HARGA SATUAN (Rp) 1 M2 Pasang Bata Merah Tebal 1/2 Bata, 1pc : 5ps - Bata Merah Bh 70.0000 775.00 - Semen Portland Kg 9.6800 1,406.00 - Pasir Pasang M3 0.0450 233,400.00 - Pekerja Oh 0.3200 42,000.00 - Tukang Batu Oh 0.1000 65,000.00 - Kepala Tukang Oh 0.0100 75,000.00 - Mandor Oh 0.0150 80,000.00 Jumlah Dibulatkan 1 M2 Pasang Dinding Roster Beton 20 x 20 adk 1pc : 3ps - Roster / Terawang Bh 36.0000 14,800.00 - Semen Portland Kg 12.8000 1,406.00 - Pasir Pasang M3 0.0350 233,400.00 - Pekerja Oh 0.3000 42,000.00 - Tukang Batu Oh 0.1000 65,000.00 - Kepala Tukang Oh 0.0100 75,000.00 - Mandor Oh 0.0150 80,000.00 Jumlah Dibulatkan 1 M2 Pasang Dinding Roster Beton 20 x 20 adk 1pc : 4ps - Roster / Terawang Bh 36.0000 14,800.00 - Semen Portland Kg 11.0000 1,406.00 - Pasir Pasang M3 0.0350 233,400.00 - Pekerja Oh 0.3000 42,000.00 - Tukang Batu Oh 0.1000 65,000.00 - Kepala Tukang Oh 0.0100 75,000.00 - Mandor Oh 0.0150 80,000.00 Jumlah Dibulatkan 1 M2 Pasang Dinding Roster/terawng (12 x 11 x 24) cm - Roster / Terawang Bh 36.0000 14,800.00 - Semen Portland Kg 12.8000 1,406.00 - Pasir Pasang M3 0.0350 233,400.00 - Pekerja Oh 0.3000 42,000.00 - Tukang Batu Oh 0.1000 65,000.00 - Kepala Tukang Oh 0.0100 75,000.00 - Mandor Oh 0.0150 80,000.00 Jumlah Dibulatkan 1 M2 Pasang Dinding Batako Besar Pres uk. 8x20x30 adk. 1pc:4ps - Batako bh 13.0000 2,400.00 - PC kg 12.0000 1,406.00 - Pasir Pasang M3 0.0380 233,400.00 - Pekerja Oh 0.3000 42,000.00 - Tukang Batu Oh 0.1000 65,000.00
URAIAN
HARGA (Rp) 54,250.00 13,610.08 10,503.00 13,440.00 6,500.00 750.00 1,200.00 100,253.08 100,253.00 532,800.00 17,996.80 8,169.00 12,600.00 6,500.00 750.00 1,200.00 580,015.80 580,016.00 532,800.00 15,466.00 8,169.00 12,600.00 6,500.00 750.00 1,200.00 577,485.00 577,485.00 532,800.00 17,996.80 8,169.00 12,600.00 6,500.00 750.00 1,200.00 580,015.80 580,016.00 31,200.00 16,872.00 8,869.20 12,600.00 6,500.00
No.
URAIAN - Kepala Tukang - Mandor Jumlah Dibulatkan
SATUAN VOLUME HARGA SATUAN (Rp) Oh 0.0100 75,000.00 Oh 0.0150 80,000.00
HARGA (Rp) 750.00 1,200.00 77,991.20 77,991.00
No. E-11
E-12
E-13
E-14
SATUAN VOLUME HARGA SATUAN (Rp) 1 M2 Pasang Dinding hollowblock (HB-20) - HB-20 Bh 12.5000 5,000.00 - PC (50 kg) Kg 13.5000 1,406.00 - Pasir Pasang m3 0.0480 233,400.00 - Besi angkur f 8 mm Kg 1.9500 16,500.00 - Pekerja Oh 0.3500 42,000.00 - Tukang Batu Oh 0.1500 65,000.00 - Kepala Tukang Oh 0.0150 75,000.00 - Mandor Oh 0.0170 80,000.00 Jumlah Dibulatkan 1 M2 Pasang Dinding hollowblock (HB-15) - HB-15 Bh 12.5000 4,000.00 - PC (50 kg) Kg 10.4500 1,406.00 - Pasir Pasang m3 0.0380 233,400.00 - Besi angkur f 8 mm Kg 1.9500 16,500.00 - Pekerja Oh 0.3200 42,000.00 - Tukang Batu Oh 0.1200 65,000.00 - Kepala Tukang Oh 0.0120 75,000.00 - Mandor Oh 0.0150 80,000.00 Jumlah Dibulatkan 1 M2 Pasang Dinding hollowblock (HB-10) - HB-10 Bh 12.5000 3,000.00 - PC (50 kg) Kg 7.5000 1,406.00 - Pasir Pasang m3 0.0270 233,400.00 - Besi angkur f 8 mm Kg 1.9500 16,500.00 - Pekerja Oh 0.3200 42,000.00 - Tukang Batu Oh 0.1200 65,000.00 - Kepala Tukang Oh 0.0120 75,000.00 - Mandor Oh 0.0150 80,000.00 Jumlah Dibulatkan 1 M2 Pasang Dinding Conblock (CB-20) - CB-20 Bh 12.5000 5,000.00 - PC (50 kg) Kg 14.0500 1,406.00 - Pasir beton M3 0.0040 255,400.00 - Pasir Pasang M3 0.0420 233,400.00 - Besi angkur f 8 mm Kg 3.8700 16,500.00 - Paku Biasa 2" - 5" kg 0.0060 23,400.00 - Kayu terentang M3 0.0010 2,850,000.00 - Kawat beton kg 0.0300 27,700.00 - Koral beton M3 0.0050 211,100.00 - Pekerja Oh 0.3700 42,000.00 - Tukang Batu Oh 0.1570 65,000.00 - Tukang Besi Oh 0.0070 75,000.00
URAIAN
HARGA (Rp) 62,500.00 18,981.00 11,203.20 32,175.00 14,700.00 9,750.00 1,125.00 1,360.00 151,794.20 151,794.00 50,000.00 14,692.70 8,869.20 32,175.00 13,440.00 7,800.00 900.00 1,200.00 129,076.90 129,077.00 37,500.00 10,545.00 6,301.80 32,175.00 13,440.00 7,800.00 900.00 1,200.00 109,861.80 109,862.00 62,500.00 19,754.30 1,021.60 9,802.80 63,855.00 140.40 2,850.00 831.00 1,055.50 15,540.00 10,205.00 525.00
No.
URAIAN - Kepala Tukang - Mandor Jumlah Dibulatkan
SATUAN VOLUME HARGA SATUAN (Rp) Oh 0.0164 75,000.00 Oh 0.0185 80,000.00
HARGA (Rp) 1,230.00 1,480.00 190,790.60 190,791.00
No. E-15
E-16
E-17
E-18
SATUAN VOLUME HARGA SATUAN (Rp) 1 M2 Pasang Dinding Conblock (CB-15) - CB-15 Bh 12.5000 4,000.00 - PC (50 kg) Kg 10.4600 1,406.00 - Pasir beton M3 0.0030 255,400.00 - Pasir Pasang M3 0.0320 233,400.00 - Besi angkur f 8 mm Kg 0.8700 16,500.00 - Paku Biasa 2" - 5" kg 0.0040 23,400.00 - Kayu terentang M3 0.0010 2,850,000.00 - Kawat beton kg 0.0200 27,700.00 - Koral beton M3 0.0040 211,100.00 - Pekerja Oh 0.3400 42,000.00 - Tukang Batu Oh 0.1300 65,000.00 - Tukang Besi Oh 0.0070 75,000.00 - Kepala Tukang Oh 0.0137 75,000.00 - Mandor Oh 0.0170 80,000.00 Jumlah Dibulatkan 1 M2 Pasang Dinding Conblock (CB-10) - CB-10 Bh 12.5000 3,000.00 - PC (50 kg) Kg 10.4600 1,406.00 - Pasir beton M3 0.0030 255,400.00 - Pasir Pasang M3 0.0320 233,400.00 - Besi angkur f 8 mm Kg 0.8700 16,500.00 - Paku Biasa 2" - 5" kg 0.0040 23,400.00 - Kayu terentang M3 0.0010 2,850,000.00 - Kawat beton kg 0.0200 27,700.00 - Koral beton M3 0.0040 211,100.00 - Pekerja Oh 0.3400 42,000.00 - Tukang Batu Oh 0.1300 65,000.00 - Tukang Besi Oh 0.0070 75,000.00 - Kepala Tukang Oh 0.0137 75,000.00 - Mandor Oh 0.0170 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Keramik Corak 10 x 20 cm Setara Mulia - Keramik Corak 10 x 20 cm m2 1.0000 56,000.00 - Semen abu-abu Kg 8.0000 1,406.00 - Pasir pasang M3 0.0180 233,400.00 - Semen warna Kg 0.0130 15,700.00 - Pekerja Oh 0.1875 42,000.00 - Tukang batu Oh 0.3750 65,000.00 - Kepala tukang Oh 0.0450 75,000.00 - Mandor Oh 0.0188 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Keramik polos 10 x 20 cm Setara Mulia
URAIAN
HARGA (Rp) 50,000.00 14,706.76 766.20 7,468.80 14,355.00 93.60 2,850.00 554.00 844.40 14,280.00 8,450.00 525.00 1,027.50 1,360.00 117,281.26 117,281.00 37,500.00 14,706.76 766.20 7,468.80 14,355.00 93.60 2,850.00 554.00 844.40 14,280.00 8,450.00 525.00 1,027.50 1,360.00 104,781.26 104,781.00 56,000.00 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 108,782.30 108,782.00
No. -
URAIAN Keramik 10 x 20 cm Semen abu-abu Pasir pasang Semen warna Pekerja Tukang batu Kepala tukang Mandor Jumlah Dibulatkan
SATUAN VOLUME HARGA SATUAN (Rp) m2 1.0000 54,500.00 Kg 8.0000 1,406.00 M3 0.0180 233,400.00 Kg 0.0130 15,700.00 Oh 0.1875 42,000.00 Oh 0.3750 65,000.00 Oh 0.0450 75,000.00 Oh 0.0188 80,000.00
HARGA (Rp) 54,500.00 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 107,282.30 107,282.00
No. E-19
E-20
E-21
E-22
E-23
SATUAN VOLUME HARGA SATUAN (Rp) 1 M2 Dinding Keramik corak 20 x 20 cm setara Mulia - Keramik 20 x 20 cm m2 1.0000 62,500.00 - Semen abu-abu Kg 8.0000 1,406.00 - Pasir pasang M3 0.0180 233,400.00 - Semen warna Kg 0.0130 15,700.00 - Pekerja Oh 0.1875 42,000.00 - Tukang batu Oh 0.3750 65,000.00 - Kepala tukang Oh 0.0450 75,000.00 - Mandor Oh 0.0188 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Keramik polos 20 x 20 cm Setara Mulia - Keramik 20 x 20 cm m2 1.0000 54,500.00 - Semen abu-abu Kg 8.0000 1,406.00 - Pasir pasang M3 0.0180 233,400.00 - Semen warna Kg 0.0130 15,700.00 - Pekerja Oh 0.1875 42,000.00 - Tukang batu Oh 0.3750 65,000.00 - Kepala tukang Oh 0.0450 75,000.00 - Mandor Oh 0.0188 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Keramik polos 20 x 25 cm Setara Mulia - Keramik 20 x 25 cm m2 1.0000 54,500.00 - Semen abu-abu Kg 8.0000 1,406.00 - Pasir pasang M3 0.0180 233,400.00 - Semen warna Kg 0.0130 15,700.00 - Pekerja Oh 0.1875 42,000.00 - Tukang batu Oh 0.3750 65,000.00 - Kepala tukang Oh 0.0450 75,000.00 - Mandor Oh 0.0188 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Keramik Corak 20 x 25 cm Setara Mulia - Keramik corak 20 x 25 cm m2 1.0000 62,500.00 - Semen abu-abu Kg 8.0000 1,406.00 - Pasir pasang M3 0.0180 233,400.00 - Semen warna Kg 0.0130 15,700.00 - Pekerja Oh 0.1875 42,000.00 - Tukang batu Oh 0.3750 65,000.00 - Kepala tukang Oh 0.0450 75,000.00 - Mandor Oh 0.0188 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Keramik Polos 30 x 30 cm Setara Mulia - Keramik polos 30 x 30 cm m2 1.0000 53,000.00
URAIAN
HARGA (Rp) 62,500.00 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 115,282.30 115,282.00 54,500.00 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 107,282.30 107,282.00 54,500.00 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 107,282.30 107,282.00 62,500.00 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 115,282.30 115,282.00 53,000.00
No. -
URAIAN Semen abu-abu Pasir pasang Semen warna Pekerja Tukang batu Kepala tukang Mandor Jumlah Dibulatkan
SATUAN VOLUME HARGA SATUAN (Rp) Kg 8.0000 1,406.00 M3 0.0180 233,400.00 Kg 0.0130 15,700.00 Oh 0.1875 42,000.00 Oh 0.3750 65,000.00 Oh 0.0450 75,000.00 Oh 0.0188 80,000.00
HARGA (Rp) 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 105,782.30 105,782.00
No. E-24
E-25
E-26
E-27
E-28
SATUAN VOLUME HARGA SATUAN (Rp) 1 M2 Dinding Keramik Corak 30 x 30 cm Setara Mulia - Keramik corak 30 x 30 cm m2 1.0000 58,000.00 - Semen abu-abu Kg 8.0000 1,406.00 - Pasir pasang M3 0.0180 233,400.00 - Semen warna Kg 0.0130 15,700.00 - Pekerja Oh 0.1875 42,000.00 - Tukang batu Oh 0.3750 65,000.00 - Kepala tukang Oh 0.0450 75,000.00 - Mandor Oh 0.0188 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Keramik Polos 40 x 40 cm Setara Mulia - Keramik polos 40 x 40 cm m2 1.0000 56,800.00 - Semen abu-abu Kg 8.0000 1,406.00 - Pasir pasang M3 0.0180 233,400.00 - Semen warna Kg 0.0130 15,700.00 - Pekerja Oh 0.1875 42,000.00 - Tukang batu Oh 0.3750 65,000.00 - Kepala tukang Oh 0.0450 75,000.00 - Mandor Oh 0.0188 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Keramik Corak 40 x 40 cm Setara Mulia - Keramik corak 40 x 40 cm m2 1.0000 65,500.00 - Semen abu-abu Kg 8.0000 1,406.00 - Pasir pasang M3 0.0180 233,400.00 - Semen warna Kg 0.0130 15,700.00 - Pekerja Oh 0.1875 42,000.00 - Tukang batu Oh 0.3750 65,000.00 - Kepala tukang Oh 0.0450 75,000.00 - Mandor Oh 0.0188 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Keramik Corak 10 x 20 cm Setara Roman - Keramik Corak 10 x 20 cm m2 1.0000 72,200.00 - Semen abu-abu Kg 8.0000 1,406.00 - Pasir pasang M3 0.0180 233,400.00 - Semen warna Kg 0.0130 15,700.00 - Pekerja Oh 0.1875 42,000.00 - Tukang batu Oh 0.3750 65,000.00 - Kepala tukang Oh 0.0450 75,000.00 - Mandor Oh 0.0188 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Keramik polos 10 x 20 cm Setara Roman - Keramik 10 x 20 cm m2 1.0000 64,400.00
URAIAN
HARGA (Rp) 58,000.00 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 110,782.30 110,782.00 56,800.00 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 109,582.30 109,582.00 65,500.00 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 118,282.30 118,282.00 72,200.00 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 124,982.30 124,982.00 64,400.00
No. -
URAIAN Semen abu-abu Pasir pasang Semen warna Pekerja Tukang batu Kepala tukang Mandor Jumlah Dibulatkan
SATUAN VOLUME HARGA SATUAN (Rp) Kg 8.0000 1,406.00 M3 0.0180 233,400.00 Kg 0.0130 15,700.00 Oh 0.1875 42,000.00 Oh 0.3750 65,000.00 Oh 0.0450 75,000.00 Oh 0.0188 80,000.00
HARGA (Rp) 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 117,182.30 117,182.00
No. E-29
E-30
E-31
E-32
E-33
SATUAN VOLUME HARGA SATUAN (Rp) 1 M2 Dinding Keramik corak 20 x 20 cm setara Roman - Keramik 20 x 20 cm m2 1.0000 75,200.00 - Semen abu-abu Kg 8.0000 1,406.00 - Pasir pasang M3 0.0180 233,400.00 - Semen warna Kg 0.0130 15,700.00 - Pekerja Oh 0.1875 42,000.00 - Tukang batu Oh 0.3750 65,000.00 - Kepala tukang Oh 0.0450 75,000.00 - Mandor Oh 0.0188 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Keramik polos 20 x 20 cm Setara Roman - Keramik 20 x 20 cm m2 1.0000 64,400.00 - Semen abu-abu Kg 8.0000 1,406.00 - Pasir pasang M3 0.0180 233,400.00 - Semen warna Kg 0.0130 15,700.00 - Pekerja Oh 0.1875 42,000.00 - Tukang batu Oh 0.3750 65,000.00 - Kepala tukang Oh 0.0450 75,000.00 - Mandor Oh 0.0188 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Keramik polos 20 x 25 cm Setara Roman - Keramik 20 x 25 cm m2 1.0000 72,900.00 - Semen abu-abu Kg 8.0000 1,406.00 - Pasir pasang M3 0.0180 233,400.00 - Semen warna Kg 0.0130 15,700.00 - Pekerja Oh 0.1875 42,000.00 - Tukang batu Oh 0.3750 65,000.00 - Kepala tukang Oh 0.0450 75,000.00 - Mandor Oh 0.0188 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Keramik Corak 20 x 25 cm Setara Roman - Keramik corak 20 x 25 cm m2 1.0000 75,200.00 - Semen abu-abu Kg 8.0000 1,406.00 - Pasir pasang M3 0.0180 233,400.00 - Semen warna Kg 0.0130 15,700.00 - Pekerja Oh 0.1875 42,000.00 - Tukang batu Oh 0.3750 65,000.00 - Kepala tukang Oh 0.0450 75,000.00 - Mandor Oh 0.0188 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Keramik Polos 30 x 30 cm Setara Roman - Keramik polos 30 x 30 cm m2 1.0000 68,900.00
URAIAN
HARGA (Rp) 75,200.00 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 127,982.30 127,982.00 64,400.00 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 117,182.30 117,182.00 72,900.00 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 125,682.30 125,682.00 75,200.00 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 127,982.30 127,982.00 68,900.00
No. -
URAIAN Semen abu-abu Pasir pasang Semen warna Pekerja Tukang batu Kepala tukang Mandor Jumlah Dibulatkan
SATUAN VOLUME HARGA SATUAN (Rp) Kg 8.0000 1,406.00 M3 0.0180 233,400.00 Kg 0.0130 15,700.00 Oh 0.1875 42,000.00 Oh 0.3750 65,000.00 Oh 0.0450 75,000.00 Oh 0.0188 80,000.00
HARGA (Rp) 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 121,682.30 121,682.00
No. E-34
E-35
E-36
E-37
E-38
SATUAN VOLUME HARGA SATUAN (Rp) 1 M2 Dinding Keramik Corak 30 x 30 cm Setara Roman - Keramik corak 30 x 30 cm m2 1.0000 76,600.00 - Semen abu-abu Kg 8.0000 1,406.00 - Pasir pasang M3 0.0180 233,400.00 - Semen warna Kg 0.0130 15,700.00 - Pekerja Oh 0.1875 42,000.00 - Tukang batu Oh 0.3750 65,000.00 - Kepala tukang Oh 0.0450 75,000.00 - Mandor Oh 0.0188 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Keramik Polos 40 x 40 cm Setara Roman - Keramik polos 40 x 40 cm m2 1.0000 72,500.00 - Semen abu-abu Kg 8.0000 1,406.00 - Pasir pasang M3 0.0180 233,400.00 - Semen warna Kg 0.0130 15,700.00 - Pekerja Oh 0.1875 42,000.00 - Tukang batu Oh 0.3750 65,000.00 - Kepala tukang Oh 0.0450 75,000.00 - Mandor Oh 0.0188 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Keramik Corak 40 x 40 cm Setara Roman - Keramik corak 40 x 40 cm m2 1.0000 77,000.00 - Semen abu-abu Kg 8.0000 1,406.00 - Pasir pasang M3 0.0180 233,400.00 - Semen warna Kg 0.0130 15,700.00 - Pekerja Oh 0.1875 42,000.00 - Tukang batu Oh 0.3750 65,000.00 - Kepala tukang Oh 0.0450 75,000.00 - Mandor Oh 0.0188 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Marmer - Marmer M2 1.0200 550,000.00 - Paku pancing 60 x 230 Bh 2.0000 900.00 - Semen abu-abu Kg 12.4400 1,406.00 - Pasir pasang M3 0.0250 233,400.00 - Semen warna Kg 1.5000 15,700.00 - Pekerja Oh 0.7200 42,000.00 - Tukang batu Oh 0.6500 65,000.00 - Kepala tukang Oh 0.0650 75,000.00 - Mandor Oh 0.0350 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Batu Tempel Hitam
URAIAN
HARGA (Rp) 76,600.00 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 129,382.30 129,382.00 72,500.00 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 125,282.30 125,282.00 77,000.00 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 129,782.30 129,782.00 561,000.00 1,800.00 17,490.64 5,835.00 23,550.00 30,240.00 42,250.00 4,875.00 2,800.00 689,840.64 689,841.00
No. -
URAIAN Batu tempel hitam Semen abu-abu Pasir pasang Pekerja Tukang batu Kepala tukang Mandor Jumlah Dibulatkan
SATUAN VOLUME HARGA SATUAN (Rp) M2 1.0500 96,600.00 Kg 11.7500 1,406.00 M3 0.0350 233,400.00 Oh 0.6200 42,000.00 Oh 0.3500 65,000.00 Oh 0.0350 75,000.00 Oh 0.0300 80,000.00
HARGA (Rp) 101,430.00 16,520.50 8,169.00 26,040.00 22,750.00 2,625.00 2,400.00 179,934.50 179,935.00
No. E-39
E-40
E-41
E-42
E-43
SATUAN VOLUME HARGA SATUAN (Rp) 1 M2 Dinding Porselen (11 x 11) cm - Porselen M2 1.0000 63,300.00 - Semen abu-abu Kg 8.0000 1,406.00 - Pasir pasang M3 0.0180 233,400.00 - Semen warna Kg 0.0130 15,700.00 - Pekerja Oh 0.1875 42,000.00 - Tukang batu Oh 0.3750 65,000.00 - Kepala tukang Oh 0.0450 75,000.00 - Mandor Oh 0.0188 80,000.00 Jumlah Dibulatkan 1 M2 Wall paper - Wall paper M2 1.0500 55,700.00 - Lem Kg 0.2500 35,700.00 - Pekerja Oh 0.3500 42,000.00 - Tukang batu Oh 0.1750 65,000.00 - Kepala tukang Oh 0.0170 75,000.00 - Mandor Oh 0.0020 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Pemisah Teakwood Rangkap, Rangka Kayu Kamper Medan - Kayu Balok Kamper Medan M3 0.0280 5,692,600.00 - Paku Biasa 2" - 5" Kg 0.1500 23,800.00 - Lem Kayu Ltr 0.5600 23,900.00 - Teakwood 120 x 240 x 0,4 cm Lbr 0.8600 131,700.00 - Pekerja Oh 0.1500 42,000.00 - Tukang Kayu Oh 0.4500 65,000.00 - Kepala Tukang Oh 0.0450 75,000.00 - Mandor Oh 0.0080 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Pemisah Plywood Rangkap, Rangka Kayu Kamper Medan - Kayu Balok Kamper Medan M3 0.0280 5,692,600.00 - Paku Biasa 2" - 5" Kg 0.1500 23,800.00 - Lem Kayu Ltr 0.5600 23,900.00 - Plywood 120 x 240 x 9 mm Lbr 0.8600 235,000.00 - Pekerja Oh 0.2000 42,000.00 - Tukang Kayu Oh 0.6000 65,000.00 - Kepala Tukang Oh 0.0600 75,000.00 - Mandor Oh 0.0100 80,000.00 Jumlah Dibulatkan 1 M2 Dinding Pemisah Triplek 4 mm Rangkap, Rangka Kayu Kamper Medan - Kayu Balok Kamper Medan M3 0.0280 5,692,600.00 - Paku Biasa 2" - 5" Kg 0.1500 23,800.00 - Lem Kayu Ltr 0.5600 23,900.00
URAIAN
HARGA (Rp) 63,300.00 11,248.00 4,201.20 204.10 7,875.00 24,375.00 3,375.00 1,504.00 116,082.30 116,082.00 58,485.00 8,925.00 14,700.00 11,375.00 1,275.00 160.00 94,920.00 94,920.00 159,392.80 3,570.00 13,384.00 113,262.00 6,300.00 29,250.00 3,375.00 640.00 329,173.80 329,174.00 159,392.80 3,570.00 13,384.00 202,100.00 8,400.00 39,000.00 4,500.00 800.00 431,146.80 431,147.00 159,392.80 3,570.00 13,384.00
No. -
URAIAN Triplek (120x240x0,4