01 Rab Taman

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REKAPITULASI

RENCANA ANGGARAN BIAYA ( RAB )

KEGIATAN :

-PEKERJAAN :

-LOKASI :

-No. ITEM PEKERJAAN _{JUMLAH HARGA}

( Rp. )

I PEKERJAAN PERSIAPAN Rp. 2,000,000.00

III PEKERJAAN PERGOLA DAN PAGAR & PEMUGARAN PAVING BLOCK 1 _{Pekerjaan Pergola}

- Pekerjaan Tanah Rp. 12,925,178.44

- Pekerjaan Arsitektur & struktur Rp. 11,390,181.92

- Pekerjaan Atap Rp. 14,851,840.00

2 Pekerjaan Pagar

- Pekerjaan Tanah Rp. 8,677,298.53

- Pekerjaan Arsitektur & struktur Rp. 5,509,204.20

3 Pemugaran Paving Block Rp. 43,220,240.00

JUMLAH Rp. 98,573,943.09

Ppn 10 % Rp. 9,857,394.31

TOTAL Rp. 108,431,337.40

DIBULATKAN Rp. 108,440,000.00

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RENCANA ANGGARAN BIAYA ( RAB )

KEGIATAN :

-PEKERJAAN :

-LOKASI :

-No Uraian pekerjaan Volume Satuan Harga Satuan Harga (Rp)

(Rp)

1 2 3 4 5 6 = 3 x 5

I PEKERJAAN PERSIAPAN

Pembersihan Lokasi dan Mobilisasi 1.00 ls Rp 2,000,000.00 Rp 2,000,000.00 Rp 2,000,000.00

II PEKERJAAN PERGOLA DAN PAGAR & PEMUGARAN PAVING BLOCK

- Pekerjaan Pergola a. Pekerjaan Tanah

- Pas. Bowplank 60 m1 Rp 32,904.00 Rp 1,974,240.00

- Galian tanah pondasi batu kali 73.92 m3 Rp 95,859.00 Rp 7,085,897.28 - Urugan Pasir bawah pondasi t = 5 cm 2.4 m3 Rp 259,401.00 Rp 622,562.40 - Urugan Pasir bawah lantai t = 5 cm 1.8 m3 Rp 259,401.00 Rp 466,921.80 - Urugan tanah kembali 24.64 m3 Rp 29,629.00 Rp 730,058.56 - Urugan Tanah Peninggian Lantai T = 20 cm 7.2 m3 Rp 284,097.00 Rp 2,045,498.40 Rp 12,925,178.44 b. Pekerjaan Arsitektur & struktur

- Kolom Pedestal t: 1,2 m 12x12cm 0.55296 m3 Rp 5,067,710.00 Rp 2,802,240.92 - Tiang besi pipa D2" 208.896 kg Rp 20,000.00 Rp 4,177,920.00 - Material Lantai rabat beton 7 cm 2.52 m3 Rp 61,603.00 Rp 155,239.56 - Finishing pedestal batu sikat 17.92 m2 Rp 237,432.00 Rp 4,254,781.44 Rp 11,390,181.92 b. Pekerjaan Atap

- Rangka atap pipa besi D2" (kuda kuda) 200.192 kg Rp 20,000.00 Rp 4,003,840.00 - Rangka atap pipa besi D2" 326.4 kg Rp 20,000.00 Rp 6,528,000.00 - Penutup atap polycarbonate 36 m2 Rp 120,000.00 Rp 4,320,000.00 Rp 14,851,840.00 - Pekerjaan Pagar

a. Pekerjaan Tanah

- Pas. Bowplank 50 m1 Rp 32,904.00 Rp 1,645,200.00

- Galian tanah pondasi batu kali 61.6 m3 Rp 95,859.00 Rp 5,904,914.40 - Urugan Pasir bawah pondasi t = 5 cm 2 m3 Rp 259,401.00 Rp 518,802.00 - Urugan tanah kembali 20.533 m3 Rp 29,629.00 Rp 608,382.13 Rp 8,677,298.53 b. Pekerjaan Arsitektur & struktur

- Pas. 1 bata 10.2 m2 Rp 181,087.00 Rp 1,847,087.40

- Finishing pedestal batu sikat 40.8 m2 Rp 60,346.00 Rp 2,462,116.80

- Pek. Besi pagar 60 m2 Rp 20,000.00 Rp 1,200,000.00

Rp 5,509,204.20 - Pemugaran Paving Block

a. Pekerjaan bongkaran paving block 395.5 m2 Rp 11,000.00 Rp 4,350,500.00

b. Pas. paving block 395.5 m2 Rp 98,280.00 Rp 38,869,740.00

Rp 43,220,240.00 JUMLAH Rp 98,573,943.09 PPN 10% Rp 9,857,394.31

TOTAL Rp 108,431,337.40

DIBULATKAN Rp 108,440,000.00 TERBILANG : Seratus Sebelas juta Tujuh Ratus Ribu Rupiah

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ANALISA TEKNIS

HARGA SATUAN PEKERJAAN

BIDANG BANGUNAN GEDUNG KOTA TANGERANG

PERIODE : NOPEMBER 2009 - APRIL 2010

NO. URAIAN KOEF. SAT. JUMLAH

PEKERJAAN PERSIAPAN 1 m2 - Pembersihan Lokasi Pekerja 0.0500 hr 92,950.00 4,647.50 Mandor 0.0100 hr 114,400.00 1,144.00 JUMLAH 5,791.50 DIBULATKAN 5,791.00 1 bh - Papan nama proyek

Multipleks 120 x 240, 9 mm 0.5000 lbr 194,480.00 97,240.00 Cat kayu/besi 1.1000 kg 48,620.00 53,482.00 Kaso kayu meranti 0.0280 m3 4,933,500.00 138,138.00 Penulisan 1.0000 ls 70,000.00 70,000.00 Ongkos pasang 1.0000 ls 40,000.00 40,000.00 JUMLAH 398,860.00 DIBULATKAN 398,860.00 1 m2 - Direksikeet (lantai plesteran)

Pair pasang 0.2500 m3 271,700.00 67,925.00 Pasir beton 0.0517 m3 271,700.00 14,046.89 Batu bata merah 25.0000 bh 429.00 10,725.00 Semen PC 50 kg 0.2500 zak 77,506.00 19,376.50 Kayu kaso meranti 0.0300 m3 4,933,500.00 148,005.00 Triplek 122 x 244 x 4 mm 1.0000 lbr 80,795.00 80,795.00 Engsel pintu uk 3 " 0.1667 bh 47,190.00 7,866.57 Asbes semen gelombang 250x92 x 0. 5 cm 0.5000 lbr 75,504.00 37,752.00 Kaca polos 5 mm 0.2917 m2 107,250.00 31,284.83 Rangka teralis nako 0.2917 bh 12,000.00 3,500.40 Paku segala ukuran ( rata-rata) 0.5000 kg 25,740.00 12,870.00 Kunci gembok kecil 0.0834 bh 13,500.00 1,125.90 Pekerja 0.4000 hr 92,950.00 37,180.00 Tukang batu 0.0834 hr 92,950.00 7,752.03 Tukang kayu 0.3340 hr 92,950.00 31,045.30 Mandor 0.0200 hr 114,400.00 2,288.00 JUMLAH 513,538.42 DIBULATKAN 513,538.00 1 m1 - Pengukuran & pemasangan bouwplank

Kayu Kaso terentang 5/7-400 cm 0.0040 m3 2,252,250.00 9,009.00 Kayu Papan terentang 2/20- 400 cm 0.0060 m3 2,252,250.00 13,513.50 Paku segala ukuran 0.0200 kg 25,740.00 514.80 Pekerja 0.0500 hr 92,950.00 4,647.50 Tukang Kayu 0.0500 hr 92,950.00 4,647.50 Mandor 0.0050 hr 114,400.00 572.00 JUMLAH 32,904.30 DIBULATKAN 32,904.00 HARGA SATUAN

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1 m1 - Pagar Pengaman Proyek

Pasir Beton 0.0012 m³ 271,700.00 326.04 Batu kali 0.0048 m³ 214,500.00 1,029.60 Semen PC ( 50 kg ) 0.0170 zak 77,506.00 1,317.60 Kaso Meranti Jambi Basah uk. 5 x 10 x 400 cm 0.0360 m³ 4,933,500.00 177,606.00 Seng Gelombang BJLS 28 (80x180) cm 1.4300 lbr 76,505.00 109,402.15 Paku Kayu Segala uk. 0.0200 kg 25,740.00 514.80 Pekerja 0.3000 hr 92,950.00 27,885.00 Tukang Batu 0.3750 hr 92,950.00 34,856.25 Tukang Kayu 0.1500 hr 92,950.00 13,942.50 Mandor 0.0150 hr 114,400.00 1,716.00 JUMLAH 368,595.94 DIBULATKAN 368,595.00 1 m1 - Pagar BRC tinggi 90 cm BRC t = 0.9 m Ø 6 0.4340 lbr 314,600.00 136,536.40 Pekerja 0.0420 hr 92,950.00 3,903.90 Tukang Kayu 0.0420 hr 92,950.00 3,903.90 Kepala Tukang Kayu 0.0040 hr 100,100.00 400.40 Mandor 0.0020 hr 114,400.00 228.80 JUMLAH 144,973.40 DIBULATKAN 144,973.00

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PEKERJAAN TANAH

1 m3 - Perataan Tanah

Pekerja 0.0400 hr 92,950.00 3,718.00

Mandor 0.0040 hr 114,400.00 457.60

Alat bantu 0.6000 set 1,000.00 600.00

JUMLAH 4,775.60

DIBULATKAN 4,775.00 1 m3 - Galian Tanah Biasa Kedalaman 1 m

Pekerja 0.7500 hr 92,950.00 69,712.50

Mandor 0.0250 hr 114,400.00 2,860.00

Alat bantu 0.6000 set 1,000.00 600.00

JUMLAH 73,172.50

DIBULATKAN 73,172.00

1 m3 - Galian Tanah Biasa Kedalaman 1 m - 2 m

Pekerja 0.9000 m3 92,950.00 83,655.00

Mandor 0.0325 hr 114,400.00 3,718.00

Alat bantu 0.6000 set 1,000.00 600.00

JUMLAH 87,973.00

Pekerja 0.9350 hr 92,950.00 86,908.25

Mandor 0.0730 hr 114,400.00 8,351.20

Alat bantu 0.6000 set 1,000.00 600.00

JUMLAH 95,859.45

Pekerja 0.9400 hr 92,950.00 87,373.00

Mandor 0.0940 hr 114,400.00 10,753.60

Alat bantu 0.6000 set 1,000.00 600.00

JUMLAH 98,726.60

1 m3 - Galian tanah kedalaman 1 - 5 m dengan alat besar

Pekerja 0.2000 hr 92,950.00 18,590.00

Mandor 0.0020 hr 114,400.00 228.80

Excavator kap. 80 - 120 HP 0.1000 jam 393,250.00 39,325.00

Alat bantu 0.3000 hr 1,000.00 300.00

JUMLAH 58,443.80

1 m3 - Galian Tanah Keras

HARGA SATUAN

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Pekerja 0.9650 hr 92,950.00 89,696.75

Mandor 0.0350 hr 114,400.00 4,004.00

Alat bantu 0.6000 set 1,000.00 600.00

JUMLAH 94,300.75

1 m3 - Galian Tanah Berbatu

Pekerja 1.9600 hr 92,950.00 182,182.00

Mandor 0.0323 hr 114,400.00 3,695.12

Alat bantu 0.6000 set 1,000.00 600.00

JUMLAH 186,477.12

1 m3 - Galian Tanah Lumpur

Pekerja 0.9750 hr 92,950.00 90,626.25

Mandor 0.0325 hr 114,400.00 3,718.00

Alat bantu 0.6000 set 1,000.00 600.00

JUMLAH 94,944.25

1 m3 - Galian Tanah Sumuran Kedalaman Max. 10 m

Pekerja 1.2000 hr 92,950.00 111,540.00

Mandor 0.0500 hr 114,400.00 5,720.00

Alat bantu 0.6000 set 1,000.00 600.00

JUMLAH 117,860.00

1 m3 - Angkutan Galian Jarak Max. 30 m

Pekerja 0.2480 hr 92,950.00 23,051.60

Mandor 0.0080 hr 114,400.00 915.20

Alat bantu 0.6000 set 1,000.00 600.00

JUMLAH 24,566.80

1 m3 - Urugan Kembali Galian Tanah

Pekerja 0.3000 hr 92,950.00 27,885.00

Mandor 0.0100 hr 114,400.00 1,144.00

Alat bantu 0.6000 set 1,000.00 600.00

JUMLAH 29,629.00

1 m3 - Urugan Tanah bahan dari luar dipadatkan dg stamper tiap 20 cm (tanah biasa)

Tanah Urug 1.2000 m3 172,887.00 207,464.40

Pekerja 0.1240 hr 92,950.00 11,525.80

Mandor 0.0040 hr 114,400.00 457.60

Stamper, 5 HP, Kap. 0.17 ton 0.9000 jam 71,500.00 64,350.00

Alat bantu 0.3000 set 1,000.00 300.00

JUMLAH 284,097.80

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Tanah Urug 1.2000 m3 172,887.00 207,464.40

Pekerja 0.1240 hr 92,950.00 11,525.80

Mandor 0.0040 hr 114,400.00 457.60

Buldozer kap. 100 - 150 HP 0.1000 jam 590,590.00 59,059.00

Alat bantu 0.3000 set 1,000.00 300.00

JUMLAH 278,806.80

1 m3 - Urugan tanah bahan dari luar pakai alat besar ( tiap 20 cm) tanah berbatu

Tanah Urug 1.2000 m3 172,887.00 207,464.40

Pekerja 0.1500 hr 92,950.00 13,942.50

Mandor 0.0050 hr 114,400.00 572.00

Buldozer kap. 100 - 150 HP 0.1500 jam 590,590.00 88,588.50

Alat bantu 0.3000 set 1,000.00 300.00

JUMLAH 310,867.40

1 m3 - Urugan pasir bawah lantai & pondasi

Pasir Urug 1.2000 m3 191,477.00 229,772.40

Pekerja 0.3000 hr 92,950.00 27,885.00

Mandor 0.0100 hr 114,400.00 1,144.00

Alat bantu 0.6000 set 1,000.00 600.00

JUMLAH 259,401.40 DIBULATKAN 259,401.00 1 m3 - Urugan Sirtu Sirtu 1.2000 m3 172,887.00 207,464.40 Pekerja 0.5000 hr 92,950.00 46,475.00 Mandor 0.0200 hr 114,400.00 2,288.00

Alat bantu 0.6000 set 1,000.00 600.00

JUMLAH 256,827.40

1 m3 - Pemadatan Tanah ( tiap 20 cm ) dengan stamper

Pekerja 0.3000 hr 92,950.00 27,885.00

Mandor 0.0050 hr 114,400.00 572.00

Stamper 0.9000 jam 71,500.00 64,350.00

Alat bantu 0.6000 set 1,000.00 600.00

JUMLAH 93,407.00

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PEKERJAAN PONDASI

1 m3 - Lantai kerja, mutu fc = 7.4 MPa (K.100)

Pasir beton 0.6200 m3 271,700.00 168,454.00

Split pecah mesin 2/3 0.7400 m3 275,990.00 204,232.60

Semen PC ( 50 kg ) 4.9400 zak 77,506.00 382,879.64

Pekerja 1.6500 hr 92,950.00 153,367.50

Tukang batu 0.2500 hr 92,950.00 23,237.50

Kepala Tukang 0.0250 hr 100,100.00 2,502.50

Mandor 0.0800 hr 114,400.00 9,152.00

Sewa molen 0.4000 jam 71,500.00 28,600.00

JUMLAH 972,425.74

1 m3 - Pas.Pondasi batu kali 1 : 2

Pasir Pasang 0.4300 m3 271,700.00 116,831.00 Batu Kali 1.2000 m3 214,500.00 257,400.00 Semen PC ( 50 kg ) 5.2000 zak 77,506.00 403,031.20 Pekerja 1.6500 hr 57,750.00 95,287.50 Tukang Batu 0.5775 hr 92,950.00 53,678.63 Mandor 0.0495 hr 114,400.00 5,662.80

Alat Bantu 2.0000 set 1,000.00 2,000.00

JUMLAH 933,891.13

Alat Bantu 2.0000 set 1,000.00 2,000.00

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JUMLAH 906,028.13

Alat Bantu 2.0000 set 1,000.00 2,000.00

JUMLAH 889,683.37

Alat Bantu 2.0000 set 1,000.00 2,000.00

JUMLAH 846,238.11 DIBULATKAN 846,238.00 1 m3 - Pas.Batu kosong Batu Kali 1.2000 m3 214,500.00 257,400.00 Pekerja 1.1240 hr 92,950.00 104,475.80 Mandor 0.0560 hr 114,400.00 6,406.40

Alat Bantu 2.0000 set 1,000.00 2,000.00

JUMLAH 370,282.20

1 m2 - Pas. Cerucuk Dolken sedalam 3 m jarak tiap 50 cm

Dolken Ø 8-10 x 350-400 cm 4.0000 btg 38,610.00 154,440.00 Pekerja 0.7500 hr 92,950.00 69,712.50 Tukang Kayu 0.2625 hr 100,100.00 26,276.25 Mandor 2.0000 hr 114,400.00 228,800.00 JUMLAH 479,228.75 DIBULATKAN 479,228.00

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NO. URAIAN KOEF. SAT.

PEKERJAAN BETON

1 m3 - Cor beton K.125 ( manual )

Pasir beton 0.5070 m3 271,700.00

Split pecah mesin 2/3 0.7160 m3 275,990.00

Semen PC ( 50 kg ) 5.0000 zak 77,506.00

Pekerja 1.8000 hr 92,950.00

Tukang batu 0.4750 hr 100,100.00

Mandor 0.2858 hr 114,400.00

Alat bantu 2.5000 set 1,000.00

JUMLAH DIBULATKAN 1 m3 - Cor beton K.175 ( manual )

Pasir beton 0.5070 m3 271,700.00

Semen PC ( 50 kg ) 9.0000 zak 77,506.00

Pekerja 1.8000 hr 92,950.00

Tukang batu 0.4858 hr 92,950.00

Mandor 0.2608 hr 114,400.00

Pasir beton 0.5070 m3 271,700.00

Semen PC ( 50 kg ) 11.0000 zak 77,506.00

Pekerja 1.8000 hr 92,950.00

Tukang batu 0.2608 hr 92,950.00

Mandor 0.5858 hr 114,400.00

Pasir beton 0.4000 m3 271,700.00

Semen PC ( 50 kg ) 11.8000 zak 77,506.00

Pekerja 1.8000 hr 92,950.00

Tukang batu 0.2620 hr 92,950.00

Mandor 0.6270 hr 114,400.00

JUMLAH

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DIBULATKAN 1 m3 - Cor beton K.125 dengan readymix

Beton readymix K.125 1.0000 m3 757,900.00

Pekerja 0.5508 hr 92,950.00

Tukang batu 0.1377 hr 92,950.00

Mandor 0.0688 hr 114,400.00

Concrete vibrator 0.4819 jam 64,350.00

JUMLAH DIBULATKAN 1 m3 - Cor beton K.225 dengan readymix

Pekerja 0.6885 hr 92,950.00

Tukang batu 0.1377 hr 92,950.00

Mandor 0.0688 hr 114,400.00

Pekerja 0.6885 hr 92,950.00

Tukang batu 0.1377 hr 92,950.00

Mandor 0.0688 hr 114,400.00

Beton readymix K.300 1.0000 m3 1,001,000.00

Pekerja 0.6885 hr 92,950.00

Tukang batu 0.1377 hr 100,100.00

Mandor 0.0688 hr 114,400.00

Pekerja 0.6885 hr 92,950.00

Tukang batu 0.1377 hr 92,950.00

Mandor 0.0688 hr 114,400.00

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Alat bantu 2.5000 set 1,000.00 JUMLAH

DIBULATKAN 1 m3 - Cor beton K.400 dengan readymix

Pekerja 0.6885 hr 92,950.00

Tukang batu 0.1377 hr 92,950.00

Mandor 0.0688 hr 114,400.00

JUMLAH DIBULATKAN 1 kg - Pembesian ( besi polos )

Kawat beton 0.0200 kg 21,450.00

Besi beton polos 1.1000 kg 12,584.00

Pekerja 0.0150 hr 92,950.00

Tukang besi 0.0050 hr 92,950.00

Mandor 0.0050 hr 114,400.00

JUMLAH DIBULATKAN 1 kg - Pembesian ( besi ulir )

Kawat beton 0.0200 kg 21,450.00

Besi beton ulir 1.1000 kg 13,299.00

Pekerja 0.0150 hr 92,950.00

Tukang besi 0.0050 hr 92,950.00

Mandor 0.0050 hr 114,400.00

JUMLAH DIBULATKAN 1 m2 - Bekisting dengan papan + bongkaran dan penyiraman

Kayu Papan terentang 2/20-400 cm 0.0240 m3 2,252,250.00

Kayu Kaso terentang 5/7-400 cm 0.0280 m3 2,252,250.00

Paku 0.2500 kg 25,740.00

Pekerja 0.1650 hr 92,950.00

Tukang kayu 0.3940 hr 92,950.00

Mandor 0.0270 hr 114,400.00

JUMLAH DIBULATKAN 1 m2 - Bekisting dengan triplex 9 mm + bongkaran dan penyiraman

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Triplex 9 mm 0.3500 lbr 194,480.00

Paku 0.2500 kg 25,740.00

Pekerja 0.1650 bh 92,950.00

Tukang kayu 0.3940 hr 92,950.00

Mandor 0.0270 hr 114,400.00

JUMLAH DIBULATKAN 1 m3 - Bekisting kolom beton struktur

Triplex 9 mm 3.1500 lbr 194,480.00

Paku 2.2500 kg 25,740.00

Pekerja 1.4850 hr 92,950.00

Tukang kayu 3.5440 hr 92,950.00

Mandor 0.2430 hr 114,400.00

JUMLAH DIBULATKAN 1 m3 - Bekisting balok beton struktur

Triplex 9 mm 2.3500 lbr 194,480.00

Paku 1.6680 kg 25,740.00

Pekerja 1.1010 hr 92,950.00

Tukang kayu 2.6260 hr 92,950.00

Mandor 0.1800 hr 114,400.00

JUMLAH DIBULATKAN 1 m3 - Bekisting lantai beton

Triplex 9 mm 2.9050 lbr 194,480.00

Paku 2.0750 kg 25,740.00

Pekerja 1.3700 hr 92,950.00

Tukang kayu 3.2685 hr 100,100.00

Mandor 0.2245 hr 114,400.00

JUMLAH DIBULATKAN 1 m2 - Perancah kayu / stoot werk - tinggi s/d 2 m

Paku 0.3000 kg 25,740.00

Pekerja 0.6000 hr 92,950.00

Tukang kayu 0.4200 hr 92,950.00

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Alat bantu 2.5000 set 1,000.00 JUMLAH

DIBULATKAN 1 m2 - Perancah kayu / stoot werk - tinggi s/d 3 m

Paku 0.4200 kg 25,740.00

Pekerja 0.8400 hr 92,950.00

Tukang kayu 0.5880 hr 92,950.00

Mandor 0.0420 hr 114,400.00

Paku 0.5400 kg 25,740.00

Pekerja 1.0800 hr 92,950.00

Tukang kayu 0.7560 hr 92,950.00

Mandor 0.0540 hr 114,400.00

Paku 0.6900 kg 25,740.00

Pekerja 1.3800 hr 92,950.00

Tukang kayu 0.9660 hr 92,950.00

Mandor 0.0690 hr 114,400.00

JUMLAH DIBULATKAN 1 m3 - Balok beton praktis K.175

Adukan beton K.175 ( konvensional ) 1.0000 m3 1,277,715.00

Pembesian besi polos 120.0000 kg 19,202.00

Bekisting dengan papan 5.0000 m2 181,099.00

JUMLAH DIBULATKAN 1 m3 - Kolom beton praktis K.175

Bekisting dengan papan 5.0000 m2 181,099.00

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JUMLAH DIBULATKAN 1 m3 - Pondasi beton setapak K.225

Bekisting triplek 9 mm 2.6670 m2 195,113.00

JUMLAH DIBULATKAN 1 m3 - Sloof beton 20/40 K-225

Adukan beton K-225 (Konvensional) 1.0000 m3 1,448,993.00

Pembesian 125.0000 kg 19,202.00

Bekisting balok struktur 1.0000 m3 1,290,649.00

JUMLAH DIBULATKAN 1 m3 - Sloof beton 25/35 K.225

JUMLAH DIBULATKAN 1 m3 - Sloof beton 20/30 K-225

Adukan beton K-225 (Konvensional) 1.0000 m3 1,448,993.00

Pembesian 130.0000 kg 19,202.00

Bekisting triplex 9 mm 1.0000 m3 1,290,649.00

JUMLAH DIBULATKAN 1 m3 - Kolom beton 30/30 K-225

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Adukan beton K-225 (ready-mixl) 1.0000 m3 976,176.00 Pembesian 160.0000 kg 19,202.00 Bekisting Kolom 1.0000 m3 1,735,838.00 JUMLAH DIBULATKAN 1 m3 - Kolom beton 25/35 K.225

Adukan beton K.225 ( ready - mix ) 1.0000 m3 976,176.00

Bekisting kolom 1.0000 m3 1,735,838.00

JUMLAH DIBULATKAN 1 m3 - Kolom beton 20/20 K.225

JUMLAH DIBULATKAN 1 m3 - Kolom beton 15/30 K.225

JUMLAH DIBULATKAN 1 m3 - Balok beton 30/50 K-225

Adukan beton K-225 (ready-mixl) 1.0000 m3 976,176.00

Pembesian 154.0000 kg 19,202.00

Perancah kayu / stoot werk - tinggi s/d 4 m 2.0000 m2 441,629.00

Bekisting Balok 1.0000 m3 1,290,649.00

JUMLAH DIBULATKAN 1 m3 - Balok beton 25/60 K.225

Perancah kayu / stoot werk - tinggi s / d 4 m 1.6675 m2 441,629.00

Bekisting balok 1.0000 m3 1,290,649.00

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JUMLAH DIBULATKAN 1 m3 - Balok beton 20/40 K-22 ( untuk dak selasar penghubung antar bangunan )

Pembesian 160.0000 kg 19,202.00

Pembesian 170.0000 kg 19,202.00

JUMLAH DIBULATKAN 1 m3 - Ring balok beton 20/40 K-225

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Pembesian 154.0000 kg 19,202.00

JUMLAH DIBULATKAN 1 m3 - Ring balok beton 20/30 K-225

Pembesian 154.0000 kg 19,202.00

JUMLAH DIBULATKAN 1 m3 - Plat lantai & tangga beton t = 12 cm K.225 Besi 114 kg/m3

Bekisting plat lantai 1.0000 m3 1,623,598.00

JUMLAH DIBULATKAN 1 m3 - Plat listplank beton K.225

JUMLAH DIBULATKAN 1 m3 - Beton Plat Canopy atas jendela t = 10 cm - K.225

Pembesian 75.0000 kg 19,202.00

Bekisting pelat lantai 1.0000 m3 1,623,598.00

JUMLAH DIBULATKAN 1 m3 - Plat lantai beton t = 10 cm K. 175 Besi 68 kg/m3 ( tanpa bekisting )

Adukan beton K.175 ( ready mix ) 1.0000 m3 863,277.00

JUMLAH DIBULATKAN 1 m3 - Plat lantai beton t = 10 cm K. 225 Besi 68 kg/m3 ( tanpa bekisting )

(24)

JUMLAH DIBULATKAN

1 m3 - Pondasi Tangga beton uk. 60x150 cm K. 225 Besi 150 kg/m3 ( bekisting 2x pakai )

Bekisting tripleks 9 mm 1.7867 m2 195,113.00

JUMLAH DIBULATKAN

1 m3 - Pondasi Tapak beton uk. 120x120 cm K. 225 Besi 106 kg/m3 ( bekisting 2x pakai )

JUMLAH DIBULATKAN 1 m3 - Pondasi Tapak beton uk. 90x90 cm K. 225 Besi 132 kg/m3 ( bekisting 2x pakai )

JUMLAH DIBULATKAN 1 m3 - Sloof beton uk. 20x35 cm K. 225 Besi 165 kg/m3 ( bekisting 2x pakai )

Adukan beton K.225 ( site mix ) 1.0000 m3 1,448,993.00

(25)

DIBULATKAN 1 m3 - Ring Balok beton uk. 20x35 cm K. 225 Besi 167 kg/m3 ( bekisting 2x pakai )

JUMLAH DIBULATKAN 1 m3 - Ring Balok beton uk. 20x25 cm K. 225 Besi 161 kg/m3 ( bekisting 2x pakai )

JUMLAH DIBULATKAN 1 m3 - Kolom beton (K1) Lantai 2 uk. 20/20 K-225 Besi 170 kg/m3 ( bekisting 2x pakai )

Pembesian 160.0000 kg 19,202.00

Bekisting Kolom 0.5000 m3 1,735,838.00

Pembesian 195.0000 kg 19,202.00

Pembesian 237.0000 kg 19,202.00

(26)

Pembesian 297.0000 kg 19,202.00

JUMLAH DIBULATKAN 1 m3 - Balok beton (B1) uk. 30/60 cm K.225 Besi 204 kg/m3

JUMLAH DIBULATKAN 1 m3 - Balok beton (B2) uk. 20/45 cm K-225 Besi 196 kg/m3

Pembesian 196.0000 kg 19,202.00

Pembesian 152.0000 kg 19,202.00

Pembesian 170.0000 kg 19,202.00

JUMLAH DIBULATKAN

(27)

1 m3 - Balok beton (B2A) uk. 20/45 cm K-225 Besi 221 kg/m3

Pembesian 221.0000 kg 19,202.00

JUMLAH DIBULATKAN

1 m3 - Pondasi Tapak beton uk. 160x160 cm K. 225 Besi 119 kg/m3 ( bekisting 2x pakai )

Pembesian 298.0000 kg 19,202.00

Pembesian 214.0000 kg 19,202.00

(28)

Pembesian 152.0000 kg 19,202.00

Pembesian 144.0000 kg 19,202.00

JUMLAH DIBULATKAN

(29)

JUMLAH 137,751.90 197,608.84 387,530.00 167,310.00 47,547.50 32,695.52 2,500.00 972,943.76 972,943.00 137,751.90 197,608.84 697,554.00 167,310.00 45,155.11 29,835.52 2,500.00 1,277,715.37 1,277,715.00 137,751.90 197,608.84 852,566.00 167,310.00 24,241.36 67,015.52 2,500.00 1,448,993.62 1,448,993.00 108,680.00 204,232.60 914,570.80 167,310.00 24,352.90 71,728.80 2,500.00 1,493,375.10

(30)

1,493,375.00 757,900.00 51,196.86 12,799.22 7,870.72 31,010.27 2,500.00 863,277.06 863,277.00 858,000.00 63,996.08 12,799.22 7,870.72 31,010.27 2,500.00 976,176.28 976,176.00 929,500.00 63,996.08 12,799.22 7,870.72 31,010.27 2,500.00 1,047,676.28 1,047,676.00 1,001,000.00 63,996.08 13,783.77 7,870.72 31,010.27 2,500.00 1,120,160.83 1,120,160.00 1,029,600.00 63,996.08 12,799.22 7,870.72 31,010.27

(31)

2,500.00 1,147,776.28 1,147,776.00 1,072,500.00 63,996.08 12,799.22 7,870.72 31,010.27 2,500.00 1,190,676.28 1,190,676.00 429.00 13,842.40 1,394.25 464.75 572.00 2,500.00 19,202.40 19,202.00 429.00 14,628.90 1,394.25 464.75 572.00 2,500.00 19,988.90 19,988.00 54,054.00 63,063.00 6,435.00 15,336.75 36,622.30 3,088.80 2,500.00 181,099.85 181,099.00 63,063.00

(32)

68,068.00 6,435.00 15,336.75 36,622.30 3,088.80 2,500.00 195,113.85 195,113.00 567,567.00 612,612.00 57,915.00 138,030.75 329,414.80 27,799.20 2,500.00 1,735,838.75 1,735,838.00 421,170.75 457,028.00 42,934.32 102,337.95 244,086.70 20,592.00 2,500.00 1,290,649.72 1,290,649.00 522,522.00 564,964.40 53,410.50 127,341.50 327,176.85 25,682.80 2,500.00 1,623,598.05 1,623,598.00 136,936.80 7,722.00 55,770.00 39,039.00 3,432.00

(33)

2,500.00 245,399.80 245,399.00 191,666.48 10,810.80 78,078.00 54,654.60 4,804.80 3,500.00 343,514.68 343,514.00 246,396.15 13,899.60 100,386.00 70,270.20 6,177.60 4,500.00 441,629.55 441,629.00 314,864.55 17,760.60 128,271.00 89,789.70 7,893.60 5,750.00 564,329.45 564,329.00 1,277,715.00 2,304,240.00 905,495.00 4,200.00 4,491,650.00 4,491,650.00 1,277,715.00 2,880,300.00 905,495.00 4,200.00

(34)

5,067,710.00 5,067,710.00 1,448,993.00 4,800,500.00 520,366.37 6,769,859.37 6,769,859.00 1,448,993.00 2,400,250.00 1,290,649.00 5,139,892.00 5,139,892.00 1,448,993.00 3,264,340.00 1,290,649.00 6,003,982.00 6,003,982.00 1,448,993.00 2,496,260.00 1,290,649.00 5,235,902.00 5,235,902.00 1,448,993.00 3,456,360.00 1,290,649.00 6,196,002.00 6,196,000.00 1,277,715.00 3,456,360.00 1,290,649.00 6,024,724.00 6,024,724.00

(35)

976,176.00 3,072,320.00 1,735,838.00 5,784,334.00 5,784,334.00 976,176.00 3,648,380.00 1,735,838.00 6,360,394.00 6,360,394.00 976,176.00 2,688,280.00 1,735,838.00 5,400,294.00 5,400,294.00 976,176.00 3,264,340.00 1,735,838.00 5,976,354.00 5,976,354.00 976,176.00 2,957,108.00 883,258.00 1,290,649.00 6,107,191.00 6,107,191.00 976,176.00 2,880,300.00 736,416.36 1,290,649.00 5,883,541.36 5,883,541.00 976,176.00 3,264,340.00

(36)

980,416.38 1,290,649.00 6,511,581.38 6,511,581.00 976,176.00 3,264,340.00 1,261,954.87 1,290,649.00 6,793,119.87 6,793,119.00 976,176.00 3,072,320.00 1,104,072.50 1,290,649.00 6,443,217.50 6,443,217.00 976,176.00 3,264,340.00 1,471,949.46 1,290,649.00 7,003,114.46 7,003,114.00 976,176.00 2,880,300.00 1,766,516.00 1,290,649.00 6,913,641.00 6,913,641.00 976,176.00 2,304,240.00 735,974.73 1,290,649.00 5,307,039.73 5,307,039.00

(37)

976,176.00 2,957,108.00 1,104,072.50 1,290,649.00 6,328,005.50 6,328,005.00 976,176.00 2,957,108.00 1,470,624.57 1,290,649.00 6,694,557.57 6,694,557.00 976,176.00 2,189,028.00 2,759,077.18 1,623,598.00 7,547,879.18 7,547,879.00 976,176.00 1,920,200.00 441,629.00 1,290,649.00 4,628,654.00 4,628,654.00 976,176.00 1,440,150.00 441,629.00 1,623,598.00 4,481,553.00 4,481,553.00 863,277.00 1,305,736.00 2,169,013.00 2,169,013.00

(38)

976,176.00 1,305,736.00 2,281,912.00 2,281,912.00 Pondasi Tangga beton uk. 60x150 cm K. 225 Besi 150 kg/m3 ( bekisting 2x pakai )

976,176.00 2,880,300.00 348,601.89 4,205,077.89 4,205,077.00 Pondasi Tapak beton uk. 120x120 cm K. 225 Besi 106 kg/m3 ( bekisting 2x pakai )

976,176.00 2,035,412.00 232,834.85 3,244,422.85 3,244,422.00 976,176.00 2,534,664.00 260,692.65 3,771,532.65 3,771,532.00 1,448,993.00 3,168,330.00 975,565.00 5,592,888.00 5,592,888.00 1,448,993.00 3,917,208.00 1,300,753.33 6,666,954.33 6,666,954.00 1,277,715.00 3,245,138.00 1,300,753.33 5,823,606.33

(39)

5,823,606.00 976,176.00 3,206,734.00 735,312.29 645,324.50 5,563,546.79 5,563,546.00 976,176.00 3,091,522.00 735,312.29 645,324.50 5,448,334.79 5,448,334.00 976,176.00 3,571,572.00 645,324.50 5,193,072.50 5,193,072.00 Kolom beton (K1) Lantai 2 uk. 20/20 K-225 Besi 170 kg/m3 ( bekisting 2x pakai )

976,176.00 3,072,320.00 867,919.00 4,916,415.00 4,916,415.00 Kolom beton (K2) Lantai 2 uk. 25/25 K-225 Besi 195 kg/m3 ( bekisting 2x pakai )

(40)

976,176.00 5,702,994.00 867,919.00 7,547,089.00 7,547,089.00 976,176.00 2,553,866.00 735,312.29 645,324.50 4,910,678.79 4,910,678.00 976,176.00 3,917,208.00 613,373.61 1,290,649.00 6,797,406.61 6,797,406.00 976,176.00 3,763,592.00 1,226,747.22 1,290,649.00 7,257,164.22 7,257,164.00 976,176.00 2,918,704.00 1,380,090.63 1,290,649.00 6,565,619.63 6,565,619.00 976,176.00 3,264,340.00 1,380,090.63 1,290,649.00 6,911,255.63 6,911,255.00

(41)

976,176.00 4,243,642.00 1,226,747.22 1,290,649.00 7,737,214.22 7,737,214.00 Pondasi Tapak beton uk. 160x160 cm K. 225 Besi 119 kg/m3 ( bekisting 2x pakai )

976,176.00 4,109,228.00 867,919.00 5,953,323.00 5,953,323.00 976,176.00 4,378,056.00 613,373.61 1,290,649.00 7,258,254.61 7,258,254.00 976,176.00 4,435,662.00 613,373.61 1,290,649.00 7,315,860.61 7,315,860.00

(42)

976,176.00 3,494,764.00 883,258.00 1,290,649.00 6,644,847.00 6,644,847.00 976,176.00 3,840,400.00 613,373.61 1,290,649.00 6,720,598.61 6,720,598.00 Kolom beton (K1) Lantai 3 uk. 30/40 K-225 Besi 152 kg/m3 ( bekisting 2x pakai )

976,176.00 2,765,088.00 867,919.00 4,609,183.00 4,609,183.00 976,176.00 2,285,038.00 613,373.61 645,324.50 4,519,912.11 4,519,912.00 976,176.00 1,881,796.00 306,686.81 645,324.50 3,809,983.31 3,809,983.00

(43)

Juml. Juml. Cincin/ Juml. Juml. Juml.

NO. JENIS BETON /m1-M3 Tulg. Dia. ( Kg )/M3 Sengkang ( Kg )/M3 Total Total /m3

Dia " A KOLOM BETON

6 0.222 Kolom Lt. 1 8 0.395 1 Type K1 30x35,Lt 1 K-225, 10 0.617 2 Type K2 25x25,Lt 1 K-225, 12 0.888 3 Type K3 30x35,Lt 1 K-225, 14 1.208 4 Type K4 25x25,Lt 1 K-225, 16 1.578 5 Type K1 30x40,Lt 1 K-225, 19 2.226 6 Type K3 30x30,Lt 1 K-225, 22 2.984 7 Type K1 35x35,Lt 1 K-225, Type K1 35x35,Lt 1 K-225, Type K1 30x50,Lt 1 K-225, Type K1 30x50,Lt 1 K-225, Type K1 30x50,Lt 1 K-225, Type K2 30x30,Lt 1 K-225, Type K3 30x30,Lt 1 K-225, Type K2 30x30,Lt 1 K-225, Type K4 25x25,Lt 1 K-225, Type K1 25x25,Lt 1 K-225, Type K2 20x40,Lt 1 K-225, 3.68 4 10 9.87 Type K2 20x40,Lt 1 K-225, 3.68 2 10 4.94 Kolom Lt. 2 1 Type K1 30x35,Lt 2 K-225, 1b Type K1 30x40,Lt 2 K-225, Type K2 30x40,Lt 2 K-225, Type K2 30x40,Lt 2 K-225, 2 Type K2 25x25,Lt 2 K-225, 3 Type K1 30x30,Lt 2 K-225, Type K2 30x30,Lt 2 K-225, Type K2A 30x30,Lt 2 K-225, Type K3 25x25,Lt 2 K-225, Type K2 25x25,Lt 2 K-225, Kolom K5 15x20 Site Mix Kolom K4 20x30 Site Mix Kolom K3 25x25 Site Mix Kolom K3 15x40 Site Mix 4 Kolom Praktis, Kp Site Mix 2.51 8 19 80.14 23.47 14.48 94.61 237.13 4.21 6 19 60.10 17.07 10.53 70.63 297.40 3.12 4 19 35.62 22.73 14.03 49.64 155.01 4.71 4 16 25.25 18.13 11.19 36.44 171.46 2.19 12 19 120.20 25.60 15.80 136.00 298.24 2.92 6 19 60.10 21.33 13.16 73.26 214.22 2.68 8 19 71.23 21.44 13.23 84.46 226.06 2.68 8 16 50.50 21.44 13.23 63.72 170.56 2.19 16 19 142.46 28.93 17.85 160.32 350.42 2.19 12 19 106.85 28.93 17.85 124.70 272.57 2.19 8 19 71.23 28.93 17.85 89.08 194.72 3.27 6 16 37.87 22.67 13.99 51.86 169.47 3.27 8 19 71.23 22.67 13.99 85.22 278.49 3.27 12 19 106.85 22.67 13.99 120.83 394.88 4.71 12 19 106.85 18.13 11.19 118.04 555.46 4.71 6 16 37.87 18.13 7.16 45.03 211.93 3.68 4 16 25.25 18.13 7.16 42.28 155.45 3.68 4 16 25.25 18.13 7.16 37.35 137.30 9.52 6 19 127.20 69.84 43.09 170.29 170.29 8.33 6 19 111.30 66.67 41.13 152.43 152.43 2.69 16 19 117.53 24.80 15.30 132.83 357.08 2.69 12 19 88.15 24.80 15.30 103.45 278.09 16.00 4 19 142.46 85.33 52.65 195.11 195.11 3.58 6 19 44.07 20.67 12.75 56.83 203.68 11.11 4 19 98.93 74.07 45.70 144.64 144.64 3.58 8 16 41.66 20.67 12.75 54.41 195.02 5.16 4 16 20.83 18.13 11.19 32.02 165.25 5.16 6 19 44.07 18.13 11.19 55.26 285.23 33.33 4 10 82.27 83.33 32.92 115.18 115.18 16.67 4 13 75.33 66.67 26.33 101.67 101.67 16.00 4 13 72.32 64.00 39.49 111.81 111.81 16.67 6 13 88.80 75.00 46.28 135.08 135.08 69.44 4 8 109.72 111.11 43.89 153.61 153.61

Dia " B BALOK BETON

6 0.222 1 Balok Type B1 30/55, K-225, Ready Mix 1.03 64.4 19 143.35 75.50 46.58 189.94 195.02 8 0.395 2 Balok Type B1 30/60, K-225, Ready Mix 0.87 82.4 19 183.42 85.33 52.65 236.07 204.92 10 0.617 3 Balok Type B1 30/60, K-225, Ready Mix 0.83 79.15 19 176.19 89.07 54.95 231.14 192.23 12 0.888 4 Balok Type B1 30/60, K-225, Ready Mix 0.83 54.1 19 120.43 89.07 54.95 175.38 145.86 14 1.208 5 Balok Type B3 20/40, K-225, Ready Mix 2.74 18 16 28.40 44.33 27.35 55.76 152.55 16 1.578 6 Balok Type B4 20/40, K-225, Ready Mix 10.20 6 16 9.47 11.67 7.20 16.67 170.06 19 2.226 7 Balok Type B2 20/40, K-225, Ready Mix 4.41 16.6 16 26.19 28.00 17.28 43.47 191.67 22 2.984 8 Balok Type B2 20/45, K-225, Ready Mix 3.61 22.5 16 35.51 30.80 19.00 54.51 196.64 9 Balok Type B2A 20/45, K-225, Ready Mix 3.22 30 16 47.34 34.47 21.27 68.61 221.17 10 Balok Type B3 20/30, K-225, Ready Mix 3.52 16.8 16 26.51 46.20 28.51 55.02 193.58 11 Balok Type B3 15/30, K-225, Ready Mix 4.07 16.8 16 26.51 43.40 26.78 53.29 216.66 12 Balok Type B4 15/25, K-225, Ready Mix 11.40 22.5 13 19.98 13.50 8.33 28.31 322.62 13 Balok Type B5 20/30, K-225, Ready Mix 15.43 9 19 20.03 7.20 4.44 24.48 377.72 14 Balok Type B3 20/35, K-225, Ready Mix 12.08 9 19 20.03 8.10 5.00 25.03 302.32 Balok Type B1 30/60, K-225, Ready Mix 0.96 72.85 16 124.27 115.20 83.30 207.57 200.20

15.1 10 19.80

Balok Type B2 30/60, K-225, Ready Mix 0.87 96 19 213.70 85.33 52.65 266.35 231.20 Balok Type B1 30/60, K-225, Ready Mix 0.87 94.8 19 211.02 85.33 52.65 263.68 228.88 Balok Type B6 25/50, K-225, Ready Mix 1.32 43.2 19 96.16 69.33 42.78 138.94 182.82 Balok Type B1 30/60, K-225, Ready Mix 0.87 80 19 178.08 85.33 52.65 230.73 200.29 Balok Type B1 30/60, K-225, Ready Mix 0.88 89.2 22 266.17 85.33 52.65 318.82 282.04 Balok Type B1A 30/60, K-225, Ready Mix 0.88 70 22 208.88 85.33 52.65 261.53 231.36 Balok Type B2 25/55, K-225, Ready Mix 8.00 9 19 160.27 74.67 46.07 206.34 206.34 Balok Type B2A 25/55, K-225, Ready Mix 8.00 6 19 106.85 74.67 46.07 152.92 152.92 Balok Type B3 20/40, K-225, Ready Mix 13.75 9 19 275.47 91.67 56.56 332.03 332.03 Balok Type B3A 20/40, K-225, Ready Mix 13.75 6 19 183.65 91.67 56.56 240.20 240.20 Balok Type B3B 20/40, K-225, Ready Mix 13.75 4 19 122.43 91.67 56.56 178.99 178.99 Balok Type B4 15/30, K-225, Ready Mix 24.44 4 19 217.65 162.96 100.55 318.20 318.20 Balok Type B1 20/40, K-225, Ready Mix 3.54 30.9 16 48.76 33.67 13.30 62.06 219.44 Balok Type B2 20/40, K-225, Ready Mix 3.54 25.75 16 40.63 33.67 13.30 53.93 190.71 Balok Type B3 20/40, K-225, Ready Mix 4.46 16.4 16 25.88 26.67 10.53 36.41 162.56 Balok Type B3 20/40, K-225, Ready Mix 5.95 32.8 16 51.76 26.67 10.53 62.29 370.78

Dia " Balok Type B4 20/30, K-225, Ready Mix 16.67 5 16 131.50 88.89 35.11 166.61 233.26

6 0.222 8 0.395

10 0.617 15 Topian beton 8/75, K-225, Ready Mix 3.17 16.8 8 6.64 15.75 6.22 12.86 81.63

(44)

12 0.888 16 Ring Balok Type RB1 20/35, K-225, Site Mix 14.29 7 13 104.20 85.71 52.89 157.09 157.09 13 1.042

14 1.208 17 Ring Balok Type RB2 15/25, K-225, Site Mix 26.67 4 12 94.72 80.00 31.60 126.32 126.32 16 1.578 18 Ring Balok Type RB3 20/25, K-225, Site Mix 13.33 5 13 59.20 120.00 74.04 133.24 133.24 19 2.226 19 Ring Balok Type RB2 20/25, K-225, Site Mix 20.00 5 13 104.20 93.33 57.59 161.79 161.79 22 2.984 Ring Balok Type RB4 15/20, K-225, Site Mix 33.33 4 12 118.40 111.11 68.56 186.96 186.96 Ring Balok Type RB5 20/25, K-225, Site Mix 20.00 6 16 189.36 93.33 57.59 246.95 246.95 Ring Balok Type RB5 20/30, K-225, Site Mix 16.67 6 16 157.80 88.89 54.84 212.64 212.64 Ring Balok Type RB4 20/45, K-225, Site Mix 11.11 6 13 69.47 81.48 50.27 119.74 119.74 Ring Balok Type RB5 30/60, K-225, Site Mix 5.56 5 19 61.83 59.26 36.56 98.40 98.40 Ring Balok Type RB3 20/30, K-225, Site Mix 16.67 5 12 74.00 88.89 54.84 128.84 128.84 Ring Balok Type RB1 15/30, K-225, Site Mix 22.22 5 13 125.56 103.70 40.96 166.52 166.52 Ring Balok Praktis 15/15, K-225, Site Mix 69.44 4 10 171.39 111.11 43.89 215.28 215.28 C PONDASI

Telapak 160x160 (P1), K-225, Site Mix 1.12 67.84 16 107.05 119.48 1 Telapak 140x140 (P1), K-300, Site Mix 0.51 18.66667 13 130.67 147.65 147.65 147.65 Telapak 120x120 (P1), K-225, Site Mix 2.31 44 13 45.85 106.13 2 Telapak 90x90 (P2), K-225, Site Mix 4.94 25.8 13 26.88 132.76 Telapak 80x80 (P3), K-225, Site Mix 5.21 8 13 8.80 23.85 23.85 124.21 Telapak 60x60 (P3), K-225, Site Mix 13.89 12 13 9.60 10.85 10.85 150.67

D POER BETON

1 Poer P1 80x80x40 Bawah 16 16 40.45 60.67 66.74

per Titik Atas 8 16 20.22

Jumlah

1a Poer P1 100x100x35 Bawah 10 16 26.83 2.86 37.32 117.28

per Titik Atas 10 10 10.49

2 Poer P2 165x80x45 Bawah 11 22 83.59 110.61 121.67 5.33 22 27.02 2a Poer P1 150x100x50 6.67 10.00 16 57.86 1.33 90.42 132.62 per Titik 6.67 10.00 13 32.56 2a Poer P1 130x130x35 8.67 8.67 16 49.23 1.69 76.94 143.08 per Titik 8.67 8.67 13 27.71 2b Poer P2 110x110x35 5.50 5.50 16 27.77 2.36 43.40 112.73 per Titik 5.50 5.50 13 15.63 2c Poer P2 100x100x35 5.00 5.00 16 23.67 2.86 36.99 116.25 per Titik 5.00 5.00 13 13.32 3 Poer P3 165x100x55 Bawah 11 22 90.15 197.80 217.58 6.67 22 41.72

per Titik Atas 5.5 22 45.07

3.33 22 20.86

3a Poer P3 150x150x60 10.00 10.00 16 85.21 0.74 133.16 108.50

per Titik 10.00 10.00 13 47.95

4 Poer P4 165x165x65 Bawah 22 22 193.40 309.44 340.39

5 Poer Elevator 360x360x45 Bawah 48 19 481.68 770.69 847.76

D SLOOF

1 Sloof (SL1) 15/25, K-225, Site Mix 26.67 5 16 210.67 106.67 65.81 276.48 276.48 2 Sloof (SL2) 20/30, K-225, Site Mix 16.67 4 16 105.33 88.89 54.84 160.18 160.18 3 Sloof (SL3) 15/20 KM/WC 33.33 4 16 210.67 111.11 68.56 279.22 279.22 1 Sloof (SL1) 15/25 Tt., K-225, Site Mix 26.67 5 12 118.40 88.89 54.84 173.24 173.24 2 Sloof (SL2) 20/30 Tt., K-225, Site Mix 16.67 4 12 59.20 88.89 54.84 114.04 114.04 3 Sloof (SL3) 15/20 Tt., K-225, Site Mix 33.33 4 12 118.40 83.33 51.42 169.82 169.82 4 Sloof (SL1) 20/35, K-225, Site Mix 14.29 5 16 112.71 85.71 52.89 165.60 165.60 5 Sloof (SL1) 20/40, K-225, Site Mix 12.50 6 19 166.95 83.33 51.42 218.37 218.37 Sloof (SL1) 20/40, K-225, Site Mix 12.50 7 19 194.78 83.33 51.42 246.19 246.19 Sloof (SL2) 20/25, K-225, Site Mix 20.00 4 16 126.40 93.33 57.59 183.99 183.99 Sloof (SL1) 25/50, K-225, Site Mix 8.00 5 19 89.04 69.33 42.78 131.82 131.82 Sloof (SL1) 25/40, K-225, Site Mix 10.00 5 19 111.30 80.00 49.36 160.66 160.66 Sloof (SL1) 25/50, K-225, Site Mix 8.00 7 16 88.37 69.33 42.78 131.15 131.15 Sloof (SL2) 20/40, K-225, Site Mix 12.50 5 19 139.13 83.33 51.42 190.54 190.54 Sloof (SL2) 20/40, K-225, Site Mix 12.50 4 16 78.90 83.33 51.42 130.32 130.32 Sloof (SL3) 20/40, K-225, Site Mix 12.50 4 19 111.30 83.33 51.42 162.72 162.72 Sloof (SL1) 15/30, K-225, Site Mix 22.22 4 16 140.27 103.70 63.99 204.25 204.25

TANGGA

6 Beton plat dan trap tangga 4.05 36 13 85.21 103.68 103.68 188.89 188.89 4 Balok tangga 20/25, K-225, Ready Mix 13.99 16.5 13 14.65 9.63 5.94 20.59 287.98

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NO. URAIAN KOEF. SAT. JUMLAH PEKERJAAN DINDING

1 m2 - Pas.Batu bata, t = 1 / 2 bata ad. 1 : 2

Pasir pasang 0.0380 m3 271,700.00 10,324.60 Bata merah 75.0000 bh 429.00 32,175.00 Semen PC ( 50 kg ) 0.4700 zak 77,506.00 36,427.82 Pekerja 0.3600 hr 92,950.00 33,462.00 Tukang batu 0.1875 hr 92,950.00 17,428.13 Mandor 0.0155 hr 114,400.00 1,773.20 Alat bantu 4.0000 set 1,000.00 4,000.00 JUMLAH 135,590.75 DIBULATKAN 135,590.00 1 m2 - Pas.Batu bata, t = 1 / 2 bata ad. 1 : 3

Pasir pasang 0.0430 m3 271,700.00 11,683.10 Bata merah 75.0000 bh 429.00 32,175.00 Semen PC ( 50 kg ) 0.3600 zak 77,506.00 27,902.16 Pekerja 0.3600 hr 92,950.00 33,462.00 Tukang batu 0.1875 hr 92,950.00 17,428.13 Mandor 0.0155 hr 114,400.00 1,773.20 Alat bantu 4.0000 set 1,000.00 4,000.00 JUMLAH 128,423.59 DIBULATKAN 128,423.00

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1 m2 - Pas.Batu bata, t = 1 / 2 bata ad. 1 : 4 Pasir pasang 0.0460 m3 271,700.00 12,498.20 Bata merah 75.0000 bh 429.00 32,175.00 Semen PC ( 50 kg ) 0.2900 zak 77,506.00 22,476.74 Pekerja 0.3600 hr 92,950.00 33,462.00 Tukang batu 0.1875 hr 92,950.00 17,428.13 Mandor 0.0155 hr 114,400.00 1,773.20 Alat bantu 4.0000 set 1,000.00 4,000.00 JUMLAH 123,813.27 DIBULATKAN 123,813.00 1 m2 - Pas.Batu bata, t = 1 bata ad. 1 : 4

Pasir pasang 0.0800 m3 271,700.00 21,736.00 Bata merah 140.0000 bh 429.00 60,060.00 Semen PC ( 50 kg ) 0.5500 zak 77,506.00 42,628.30 Pekerja 0.3600 hr 92,950.00 33,462.00 Tukang batu 0.1875 hr 92,950.00 17,428.13 Mandor 0.0155 hr 114,400.00 1,773.20 Alat bantu 4.0000 set 1,000.00 4,000.00 JUMLAH 181,087.63 DIBULATKAN 181,087.00 1 m2 - Pas.Batu bata, t = 1 / 2 bata ad. 1 : 5

Pasir pasang 0.0480 m3 271,700.00 13,041.60 Bata merah 75.0000 bh 429.00 32,175.00 Semen PC ( 50 kg ) 0.2400 zak 77,506.00 18,601.44 Pekerja 0.3600 hr 92,950.00 33,462.00 Tukang batu 0.1875 hr 92,950.00 17,428.13 Mandor 0.0155 hr 114,400.00 1,773.20 Alat bantu 4.0000 set 1,000.00 4,000.00 JUMLAH 120,481.37 DIBULATKAN 120,481.00 1 m2 - Pas.Batako beton ad. 1 : 2

Pasir pasang 0.0130 m3 271,700.00 3,532.10 Batako beton 20 / 40 13.0000 bh 2,502.50 32,532.50 Semen PC ( 50 kg ) 0.1570 zak 77,506.00 12,168.44 Pekerja 0.2900 hr 92,950.00 26,955.50 Tukang batu 0.1500 hr 92,950.00 13,942.50 Mandor 0.0300 hr 114,400.00 3,432.00 Alat bantu 2.0000 set 1,000.00 2,000.00 JUMLAH 94,563.04 DIBULATKAN 94,563.00