ve kel 1 (gedung)

ANALISA SIPIL 1 / 66

DAFTAR ANALISA UPAH & BAHAN

PEKERJAAN : PERSIAPAN, GALIAN & URUGAN

ANALISA BIAYA PEKERJAAN KODEPEMBERSIHAN LAPANGAN DAN PERATAAN / M2 HSPK SBY 2010

24.01.01.04

No. Pekerja Volume Hari KodeUpah Biaya Sub. Jumlah

Rp./org/hari (Rp.) (Rp.)

1 Mandor 0.0500 O.H 91,000.00 4,550.00 2 Pekerja 0.1500 O.H 55,000.00 8,250.00

Jumlah 12,800.00

ANALISA BIAYA PEKERJAAN KODEBOUWPLANK / M1 HSPK SBY 2010

24.01.01.02


Rp./org/hari (Rp.) (Rp.)1 Mandor 0.0050 O.H 91,000.00 455.00 2 Kepala tk kayu 0.0100 O.H 85,000.00 850.00 3 Tukang Kayu 0.1000 O.H 79,000.00 7,900.00 4 Pekerja/ Buruh terampil 0.1000 O.H 67,100.00 6,710.00

Pekerja 15,915.00 1 Kayu meranti ( papan 2/20 ) 0.0070 m3 2,662,280.00 18,635.96 2 Kayu meranti ( usuk 5/7 ) 0.0120 m3 1,824,950.00 21,899.40 3 Paku 0.0200 kg 17,100.00 342.00

Material 40,877.36 Jumlah 56,792.36

ANALISA BIAYA PEKERJAAN KODEPEMBUATAN PAGAR PROYEK Kumpulan ABK 2008

Hal.Persiapan 1/4-31 Bahan 2 Kayu dolken 1.00 ljr 19,000.00 19,000.00 3 Seng Gelombang BJLS 30 lebar 80 x 210 1.25 lbr 73,500.00 91,875.00 4 Paku Usuk/Plafon 0.08 kg 17,100.00 1,368.00

Upah1 Pekerja Tak Trampil 0.40 hr 55,000.00 22,000.00 2 Tukang Kayu 0.20 hr 77,000.00 15,400.00 3 Kepala Tukang 0.02 hr 85,000.00 1,700.00 4 Mandor 0.0200 hr 91,000.00 1,820.00 153,163.00

1.00 Jumlah 153,163.00

ANALISA BIAYA PEKERJAAN KODEPEMBUATAN DIREKSIKET Kumpulan ABK 2008

Hal.Persiapan 1/4-3Bahan

1 Dolken Kayu D8-10 / 600 Cm 1.250 Bt 19,000.00 23,750.00 2 Kayu Meranti ( Balok ) 0.018 M³ 2,662,280.00 47,921.04 3 Paku Usuk/Plafon 0.300 Kg 17,100.00 5,130.00 4 PC 18.000 kg 902.50 16,245.00 5 Pasir 0.030 kg - 6 Koral 0.050 kg - 7 Seng gelombang bjls 30 0.460 lbr 73,500.00 33,810.00 8 Triplek Tebal 4 Mm (1.22 X 2.44) 1.000 Lembar 69,635.00 69,635.00

Pekerja - 1 Buruh Tak Terlatih 2.000 O.H 55,000.00 110,000.00 2 Tukang Batu 2.000 O.H 77,000.00 154,000.00 3 Kepala Tukang 0.200 O.H 85,000.00 17,000.00 4 Mandor 0.050 O.H 91,000.00 4,550.00 482,041.04

1.00 Jumlah 482,041.04

ANALISA BIAYA PEKERJAAN KODEGALIAN TANAH UNTUK TANAH KERAS / M3 SNI DT 91-06-07

6.4 hal 3/7


Rp./org/hari (Rp.) (Rp.)1 Mandor 0.0320 O.H 91,000.00 2,912.00 2 Pekerja takTrampil 1.0000 O.H 55,000.00 55,000.00

Jumlah 57,912.00


ANALISA BIAYA PEKERJAAN KODEURUGAN TANAH KEMBALI / M3 SNI DT 91-06-07

6.9 - hal 4/7


Rp./org/hari (Rp.) (Rp.)1 Mengurug kembali 1 m3 galian dihitung dari 1/3 kali dari indek pekerjaan galian 57,912.00

Jumlah 19,304.00

ANALISA BIAYA PEKERJAAN KODEURUGAN PASIR / M3 SNI DT 91-06-07

6.11 - hal 4/7


Rp./org/hari (Rp.) (Rp.)1 Mandor 0.0100 O.H 91,000.00 910.00 2 Pekerja Trampil 0.3000 O.H 67,100.00 20,130.00

Pekerja 21,040.00 1 Pasir Urug Lokal 1.2000 m3 101,650.00 121,980.00

Material 121,980.00 Jumlah 143,020.00

PEKERJAAN : BEKISTING, PEMBESIAN DAN BETON COR.

ANALISA BIAYA PEKERJAAN KODEBETON RABAT / LANTAI KERJA ( K.100 ) SNI DT 91-08-07

6.4 hal 4/16

No. Pekerjaan Volume Hari Total Vol. Upah Biaya Sub. Jumlah org. hari Rp./org/hari (Rp.) (Rp.)

1 Mandor 0.0600 O.H 91,000.00 5,460.00 2 Kepala Tukang 0.0200 O.H 85,000.00 1,700.00 3 Tukang Batu 0.2000 O.H 79,000.00 15,800.00 4 Pekerja tak trampil 1.2000 O.H 55,000.00 66,000.00

Pekerja 88,960.00 1 Semen PC. 50 230 kg 902.50 207,575.00 2 Pasir Beton 893 kg 0.4827 156,180.00 75,388.51 3 Batu pecah mesin 2/3 1027 kg 0.6224 141,740.00 88,222.41

Material 371,185.92 Jumlah 460,145.92

ANALISA BIAYA PEKERJAAN KODE MEMBUAT 1 M3 BETON ( K 225 ) SNI DT 91-08-07

6.7 hal 4/16No. Pekerja Volume Hari Total Vol. Upah Biaya Sub. Jumlah

org. hari Rp./org/hari (Rp.) (Rp.)1 Mandor 0.083 O.H 91,000.00 7,553.00 2 Kepala Tukang 0.028 O.H 85,000.00 2,380.00 3 Tukang Batu 0.275 O.H 79,000.00 21,725.00 4 Pekerja tak trampil 1.650 O.H 55,000.00 90,750.00

Pekerja 122,408.00 1 Semen PC 371 kg 371.00 902.50 334,827.50 2 Pasir Beton 698 kg 0.3773 156,180.00 58,926.29 3 Koral Pecah mesin 1/2 cm 1,047 kg 0.6345 133,475.00 84,695.95

Material 478,449.75 Jumlah 600,857.75

ANALISA BIAYA PEKERJAAN KODEPEMBESIAN 10 Kg DENGAN BESI POLOS / ULIR SNI DT 91-08-07

6.17,hal 7/16No. Pekerja Volume Hari Total Vol. Upah Biaya Sub. Jumlah

org. hari Rp./org/hari (Rp.) (Rp.)1 Mandor 0.0040 O.H 91,000.00 364.00 2 Kepala Tukang Besi 0.0070 O.H 85,000.00 595.00 3 Tukang Besi 0.0700 O.H 79,000.00 5,530.00 4 Pekerja tak trampil 0.0700 O.H 55,000.00 3,850.00 10,339.00 1 Besi Beton polos / ulir 10.500 kg 9,177.00 96,358.50 2 Kawat Beton 0.150 kg 11,500.00 1,725.00 98,083.50

Jumlah 108,422.50 Harga/ 1 kg besi 10,842.25


ANALISA BIAYA PEKERJAAN KODEBEKISTING UNTUK PONDASI / m2 ( dari pas bataco ) HSPK sby

25,04,01,41No. Pekerja Volume Hari Total Vol. Upah Biaya Sub. Jumlah

org. hari Rp./org/hari (Rp.) (Rp.)1 Mandor 0.0170 O.H 91,000.00 1,547.00 2 Kepala Tukang 0.0137 O.H 85,000.00 1,164.50 3 Tukang Batu 0.1300 O.H 79,000.00 10,270.00 4 Pekerja tak trampil 0.3400 O.H 55,000.00 18,700.00

Pekerja 31,681.50 1 Semen PC 40 kg 0.280 zak 43,000.00 12,040.00 2 Pasir Pasang 0.042 m3 132,145.00 5,550.09 3 Bataco 12.500 bh 2,246.75 28,084.38


ANALISA BIAYA PEKERJAAN KODEBEKISTING KOLOM / m2 SNI DT 91-08-07

6.22,hal 8/16

No. Pekerja Volume Hari Total Vol. Upah Biaya Sub. Jumlah org. hari Rp./org/hari (Rp.) (Rp.)

1 Mandor 0.033 O.H 91,000.00 3,003.00 2 Kepala Tukang Kayu 0.033 O.H 85,000.00 2,805.00 3 Tukang Kayu 0.330 O.H 79,000.00 26,070.00 4 Pekerja TakTrampil 0.660 O.H 55,000.00 36,300.00

Pekerja 68,178.00 1 Kayu Kelas III 0.040 m3 0.020 1,824,950.00 36,499.00 2 Paku 0.400 kg 0.400 17,100.00 6,840.00 3 Minyak Bekisting 0.200 ltr 0.200 3,500.00 700.00 4 Balok kayu kls II 0.015 m3 0.008 2,662,280.00 19,967.10 5 Plywood tebal 9 mm 0.350 lbr 0.175 115,500.00 20,212.50 6 kayu gelam o 8-10/4m 2.000 batang 1.000 19,000.00 19,000.00

Material 103,218.60 Jumlah 171,396.60

ANALISA BIAYA PEKERJAAN KODEBEKISTING BALOK / m2 SNI DT 91-08-07

6.23,hal 8/16



Pekerja 68,178.00 1 Kayu Kelas III 0.040 m3 0.020 2,662,280.00 53,245.60 2 Paku 0.400 kg 0.400 17,100.00 6,840.00 3 Minyak Bekisting 0.200 ltr 0.200 3,500.00 700.00 4 Balok kayu kls II 0.018 m3 0.009 2,662,280.00 23,960.52 5 Plywood tebal 9 mm 0.350 lbr 0.175 115,500.00 20,212.50 6 kayu gelam dia 8-10 cm / 4m 2.000 batang 1.000 19,000.00 19,000.00

Material 123,958.62 Jumlah 192,136.62

ANALISA BIAYA PEKERJAAN KODEBEKISTING PLAT LANTAI / m2 SNI DT 91-08-07

6.24,hal 9/16




Material 122,218.60 Jumlah 190,396.60


ANALISA BIAYA PEKERJAAN KODEBEKISTING TANGGA / m2 SNI DT 91-08-07

6.26,hal 9/16




Material 93,918.85 Jumlah 162,096.85

ANALISA BIAYA PEKERJAAN KODEBEKISTING DINDING / m2 SNI DT 91-08-07

6.25,hal 9




Material 101,701.25 Jumlah 169,879.25

PEKERJAAN : PASANGAN DAN PLESTERAN

ANALISA BIAYA PEKERJAAN KODEPASANG BATU KOSONG SNI DT 91-07-07

TEBAL 20 CM 6.9 - hal 5/8No. Pekerja Volume Hari Kode Upah Biaya Sub. Jumlah

Rp./org/hari (Rp.) (Rp.)1 Mandor 0.0390 O.H 91,000.00 3,549.00 2 Kepala Tukang 0.0390 O.H 85,000.00 3,315.00 3 Tukang Batu 0.3900 O.H 79,000.00 30,810.00 4 Pekerja tak trampil 0.7800 O.H 55,000.00 42,900.00

Pekerja 80,574.00 1 Batu belah 1.200 m3 138,044.50 165,653.40 2 Pasir 0.432 m3 132,145.00 57,086.64

Material 222,740.04 Jumlah 303,314.04

ANALISA BIAYA PEKERJAAN KODEPASANG BATU BELAH SNI DT 91-07-07

Camp. 1 Pc : 5 Ps 6.3 - hal 4/8No. Pekerja Volume Hari Kode Upah Biaya Sub. Jumlah


Pekerja 154,950.00 1 Semen PC 50 kg 136.00 kg 902.50 122,740.00 2 Pasir Pasang 0.544 m3 132,145.00 71,886.88 3 Batu belah 1.200 m3 138,044.50 165,653.40

Material 360,280.28 Jumlah 515,230.28


ANALISA BIAYA PEKERJAAN KODEPASANG BATA MERAH TRASRAAM / M2 SNI DT 91-09-07

1 pc : 2 ps 6.7 - hal 5/11No. Pekerja Volume Hari Kode Upah Biaya Sub. Jumlah

Rp./org/hari (Rp.) (Rp.)1 Mandor 0.0150 O.H 91,000.00 1,365.00 2 Kepala Tukang 0.0100 O.H 85,000.00 850.00 3 Tukang Batu 0.1000 O.H 79,000.00 7,900.00 4 Pekerja tak trampil 0.3000 O.H 55,000.00 16,500.00

Pekerja 26,615.00 1 Semen PC 50 kg 18.95 kg 902.50 17,102.38 2 Pasir Pasang 0.038 m3 132,145.00 5,021.51 3 Bata merah uk.23x10,5x4,5 70.000 Buah 361.00 25,270.00


ANALISA BIAYA PEKERJAAN KODEPASANG BATA MERAH / M2 SNI DT 91-09-07

1 pc : 5 ps 6.10 - hal 5/11No. Pekerja Volume Hari Kode Upah Biaya Sub. Jumlah

Rp./org/hari (Rp.) (Rp.)1 Mandor 0.0150 O.H 91,000.00 1,365.00 2 Kepala Tukang 0.0100 O.H 85,000.00 850.00 3 Tukang Batu 0.1000 O.H 79,000.00 7,900.00 4 Pekerja tak trampil 0.3000 O.H 55,000.00 16,500.00

Pekerja 26,615.00 1 Semen PC 50 kg 9.68 kg 902.50 8,736.20 2 Pasir Pasang 0.045 m3 132,145.00 5,946.53 3 Bata merah uk.23x10,5x4,5 70.000 Buah 361.00 25,270.00


ANALISA BIAYA PEKERJAAN KODEPLESTERAN TRASRAAM / M2 SNI DT 91-10-07

1 pc : 2 ps Tebal 1,5 Cm 6.2 - hal 3/11No. Pekerja Volume Hari Kode Upah Biaya Sub. Jumlah


Pekerja 30,990.00 1 Semen PC 50 kg 10.2200 kg 902.50 9,223.55 2 Pasir Pasang 0.02 m3 132,145.00 2,642.90

Material 11,866.45 Acian 13,693.13 Jumlah 56,549.58

ANALISA BIAYA PEKERJAAN KODEPLESTERAN BETON / M2 SNI DT 91-10-071 pc : 3 ps tebal 1,5 Cm 6.3 - hal 3/11

No. Pekerja Volume Hari Kode Upah Biaya Sub. JumlahRp./org/hari (Rp.) (Rp.)

1 Mandor 0.0150 O.H 91,000.00 1,365.00 2 Kepala Tukang 0.0150 O.H 85,000.00 1,275.00 3 Tukang Batu 0.1500 O.H 79,000.00 11,850.00 4 Pekerja tak trampil 0.3000 O.H 55,000.00 16,500.00

Pekerja 30,990.00 1 Semen PC 50 kg 7.7760 kg 902.50 7,017.84 2 Pasir Pasang 0.0230 m3 132,145.00 3,039.34

Material 10,057.18 Acian 13,693.13 Jumlah 54,740.30


ANALISA BIAYA PEKERJAAN KODEPLESTERAN TEMBOK TEBAL / M2 SNI DT 91-10-07

1 pc :5 ps tebal 1,5 Cm 6.5 - hal 4/11No. Pekerja Volume Hari Kode Upah Biaya Sub. Jumlah


Pekerja 30,990.00 1 Semen PC 50 kg 5.1840 KG 902.50 4,678.56 2 Pasir Pasang 0.0260 m3 132,145.00 3,435.77

Material 8,114.33 Acian 13,693.13 Jumlah 52,797.46 Beraben 39,104.33

ANALISA BIAYA PEKERJAAN KODEACIAN PLESTER / M2 SNI DT 91-10-07

6.27 - hal 9/11No. Pekerja Volume Hari Kode Upah Biaya Sub. Jumlah

Rp./org/hari (Rp.) (Rp.)1 Mandor 0.0100 O.H 91,000.00 910.00 2 Kepala Tukang 0.0100 O.H 85,000.00 850.00 3 Tukang Batu 0.1000 O.H 79,000.00 7,900.00 4 Pekerja tak trampil 0.0200 O.H 55,000.00 1,100.00

Pekerja 10,760.00 1 Semen PC 50 kg 3.2500 KG 902.50 2,933.13


ANALISA BIAYA PEKERJAAN KODEBENANGAN / M1 HSPK sby

25,04,01,38No. Pekerja Volume Hari Kode Upah Biaya Sub. Jumlah

Rp./org/hari (Rp.) (Rp.)1 Tukang Batu 0.1200 O.H 79,000.00 9,480.00

Pekerja 9,480.00 1 Semen PC 50 kg 0.0030 Zak 45,125.00 135.38 2 Pasir Pasang 0.0090 m3 132,145.00 1,189.30


ANALISA BIAYA PEKERJAAN KODE SKRIT DAK BETON / M2 SNI DT 91-10-07

1 pc :4 ps tebal 2 Cm 6.15 - hal 6/11No. Pekerja Volume Hari Kode Upah Biaya Sub. Jumlah


Pekerja 41,502.00 1 Semen PC 50 kg 8.3200 kg 902.50 7,508.80

Pasir 0.0500 m3 132,145.00 6,607.25 Acian 1.0000 m2 13,693.13 13,693.13


ANALISA BIAYA PEKERJAAN KODE

PELAPISAN WATER PROOFING SNI-2007


1 Mandor 0.0025 O.H 91,000.00 227.50 2 Kepala Tukang 0.0075 O.H 85,000.00 637.50 3 Tukang 0.0750 O.H 79,000.00 5,925.00 4 Pekerja tak trampil 0.0500 O.H 55,000.00 2,750.00

Pekerja 9,540.00 1 Water proofing Coating 1.0000 m2 35,000.00 35,000.00

(Ex. Fosroc/Sika/setara) - Material 35,000.00 Jumlah 44,540.00


ANALISA BIAYA PEKERJAAN KODESALURAN TERBUKA

PAS BATU MERAH DAN BUIS BETON U 30 / M1No. Pekerjaan Volume Satuan Kode Upah Biaya Sub. Jumlah

Rp./org/hari (Rp.) (Rp.)1 Galian Tanah 0.390 m3 57,912.00 22,585.68 2 Uruk pasir 0.060 m3 143,020.00 8,581.20 3 Pas Bata Merah 1 : 5 1.300 m2 66,567.73 86,538.04 4 Plesteran Dinding 1 : 5 1.400 m2 52,797.46 73,916.44 5 Benangan 4.000 m1 10,804.68 43,218.72 6 Buis beton sigaran 30 cm 1.000 bh 20,000.00 20,000.00

Jumlah 254,840.08

ANALISA BIAYA PEKERJAAN KODEPEMBUATAN BAK KONTROL

UKURAN 50 x 50No. Pekerjaan Volume Satuan Kode Upah Biaya Sub. Jumlah

Rp./org/hari (Rp.) (Rp.)1 Galian Tanah 0.448 m3 57,912.00 25,944.58 2 Uruk pasir 0.025 m3 143,020.00 3,575.50 3 Pas Bata Merah 1 : 5 1.200 m2 66,567.73 79,881.27 4 Plesteran Dinding 1 : 5 1.840 m2 52,797.46 97,147.32 5 Benangan 6.400 m1 10,804.68 69,149.95

Jumlah 275,698.62

ANALISA BIAYA PEKERJAAN KODEPEMBUATAN SEPTICK TANG DAN PERESAPAN

SEPTICKTANG 100 X 150 X 125 RESAPAN dia 100 x 150 (uk.dalam)No. Pekerja Volume Hari Kode Upah Biaya Sub. Jumlah

Rp./org/hari (Rp.) (Rp.)1 SEPTICKTANG

Galian tanah 3.4580 m3 115,824.00 400,519.39 Uruk pasir 0.1500 m3 143,020.00 21,453.00 Pas. Batu merah 1 : 5 9.8800 m2 66,567.73 657,689.12 Plester 1:5 13.2000 m2 52,797.46 696,926.41 Cor Rabat 10 cm 0.2100 m3 460,145.92 96,630.64 Cor tutup K.225 0.2808 m3 600,857.75 168,720.86 Pembesian tutup 33.6960 kg 10,842.25 365,340.46 2,407,279.88

2 PERESAPANGaliantanah 3.0144 m3 115,824.00 349,139.87 Uruk pasir 0.2010 m3 143,020.00 28,741.30 Pas. Batu merah kosongan 4.0820 m2 51,885.00 211,794.57 Pas. Batu merah 1 : 5 8.1640 m2 66,567.73 543,458.91 Cor tutup K.225 0.2412 m3 600,857.75 144,898.05 Pembesian tutup 28.9382 kg 10,842.25 313,755.63 1,591,788.32

3,999,068.20 Jumlah 3,999,000.00

PEKERJAAN : KUSEN, PINTU ALLUMINIUM DAN PLAFOND

ANALISA BIAYA PEKERJAAN KODEPEMASANGAN KUSEN KAYU KAMPER OVEN SNI DT 91-14-07

6.11 - hal 5/9No. Pekerja Volume Hari Kode Upah Biaya Sub. Jumlah

Rp./org/hari (Rp.) (Rp.)1 Mandor 0.0021 O.H 91,000.00 191.10 2 Kepala Tukang 0.0043 O.H 85,000.00 365.50 3 Tukang Kayu 0.1430 O.H 79,000.00 11,297.00 4 Pekerja trampil 0.1430 O.H 67,100.00 9,595.30

Pekerja 21,448.90 1 Kusen kamper oven 6/15 1.100 m1 132,780.00 146,058.00 2 Alat bantu ls ls 26,556.00 26,556.00

Material 172,614.00 Jumlah 194,062.90


ANALISA BIAYA PEKERJAANPAS.DAUN PINTU KAYU KAMPER OVEN 80 X 220


1 Mandor 0.1500 O.H 91,000.00 13,650.00 2 Kepala Tukang 0.3500 O.H 85,000.00 29,750.00 3 Tukang Kayu 1.0000 O.H 79,000.00 79,000.00 4 Pekerja trampil 0.5000 O.H 67,100.00 33,550.00

Pekerja 155,950.00 1 Daun pintu kayu kamper 1.0000 unit 1,320,000.00 1,320,000.00 2 Engsel 2.0000 bh 22,000.00 44,000.00 3 Kunci tanam 1.0000 bh 150,000.00 150,000.00 4 Handel 1.0000 bh 250,000.00 250,000.00 5 Politur 1.0000 m1 350,000.00 350,000.00

Material 2,114,000.00 Jumlah 2,269,950.00

ANALISA BIAYA PEKERJAAN KODEPEMASANGAN DAUN JENDELA KAYU KAMPER OVEN ( 55X120 ) SSH.SBY-KOTA


Rp./org/hari (Rp.) (Rp.)1 Mandor 0.0550 O.H 91,000.00 5,005.00 2 Kepala Tukang 0.0550 O.H 85,000.00 4,675.00 3 Tukang Kayu 0.5000 O.H 79,000.00 39,500.00 4 Pekerja trampil 0.4000 O.H 67,100.00 26,840.00

Pekerja 76,020.00 1 Slimar kayu kamper oven 8/3 ( dj ) 3.6000 m1 90,000.00 324,000.00 2 Engsel jendela jungkit 2.0000 bh 53,900.00 107,800.00 3 Grendel jendela Jungkit 1.0000 bh 27,500.00 27,500.00

Kaca riben 5 mm 0.4950 m2 110,000.00 54,450.00 5 Politur 3.6000 m1 50,000.00 180,000.00

Material 693,750.00 Jumlah 769,770.00




Pekerja 76,020.00 1 Slimar kayu kamper oven 8/3 ( dj ) 2.4000 m1 90,000.00 216,000.00 2 Engsel jendela jungkit 2.0000 bh 53,900.00 107,800.00 3 Grendel jendela Jungkit 1.0000 bh 27,500.00 27,500.00 4 Kaca riben 5 mm 0.2025 m2 110,000.00 22,275.00 5 Politur 2.4000 m1 50,000.00 120,000.00

Material 493,575.00 Jumlah 569,595.00





Material 891,450.00 Jumlah 967,470.00






Material 848,600.00 Jumlah 924,620.00





Material 766,800.00 Jumlah 842,820.00





Material 712,700.00 Jumlah 788,720.00





Material 649,600.00 Jumlah 725,620.00


ANALISA BIAYA PEKERJAAN KODEPEMASANGAN DAUN BV KAYU KAMPER OVEN ( 60X50 ) SSH.SBY-KOTA




Material 463,100.00 Jumlah 539,120.00





Material 495,500.00 Jumlah 571,520.00





Material 527,900.00 Jumlah 603,920.00

ANALISA BIAYA PEKERJAAN KODEPEMASANGAN ROSTER KAYU KAMPER OVEN ( 20X40 ) SSH.SBY-KOTA



Pekerja 76,020.00 1 Slimar kayu kamper oven 8/3 ( dj ) 1.2000 m1 90,000.00 108,000.00 2 Engsel jendela jungkit bh 53,900.00 - 3 Grendel jendela Jungkit bh 27,500.00 - 4 Kaca riben 5 mm m2 110,000.00 - 5 Politur 1.2000 m1 50,000.00 60,000.00

Material 168,000.00 Jumlah 244,020.00


ANALISA BIAYA PEKERJAAN KODEKACA RYBEN GREN BLUE TEBAL 5 mm SSH.SBY-KOTA


Rp./org/hari (Rp.) (Rp.)1 Tukang Kayu 0.150 O.H 79,000.00 11,850.00 2 Pekerja tak trampil 0.050 O.H 55,000.00 2,750.00

Pekerja 14,600.00 1 Kaca ryben gren / blue 5 mm 1.0000 m2 110,000.00 110,000.00 2 Sealent 0.0500 tube A #VALUE!

Material #VALUE!Jumlah #VALUE!

ANALISA BIAYA PEKERJAAN KODEKACA RYBEN GREN BLUE TEBAL8 mm SSH.SBY-KOTA


Rp./org/hari (Rp.) (Rp.)1 Tukang Kayu 0.150 O.H 79,000.00 11,850.00 2 Pekerja tak trampil 0.050 O.H 55,000.00 2,750.00

Pekerja 14,600.00 1 Kaca ryben gren / blue 8 mm 1.0000 m2 A #VALUE!2 Sealent 0.0500 tube A #VALUE!

Material #VALUE!Jumlah #VALUE!

ANALISA BIAYA PEKERJAAN KODEPARTISI GYPSUM DOUBLE 12 mm RANGKA HOLLOW


1 Upah kerja pasang rangka 1.00 m22 Upah kerja pasang Gybsum 1.00 m23 Gypsum t. 12 mm 1.00 m24 Rangka Hollow + penggantung 1.00 m2

Jumlah 154,000.00 Jumlah 169,400.00

ANALISA BIAYA PEKERJAAN KODEPLAFOND CALCIBOARD RANGKA HOLLOW HSPK 2010

24.06.03.17No. Pekerja Volume Hari Kode Upah Biaya Sub. Jumlah

Rp./org/hari (Rp.) (Rp.)1 Upah kerja pasang rangka 1.00 m2 36,950.00 36,950.00 36,950.00

3 Plafond Calciboard 6 mm 0.38 lbr 66,000.00 25,080.00 4 Rangka Hollow + penggantung 1.00 m2 55,000.00 55,000.00 80,080.00

Jumlah 117,030.00

ANALISA BIAYA PEKERJAAN KODEPLAFOND GYPSUMBOARD RANGKA HOLLOW GALVANIS


1 Mandor 0.0750 O.H 91,000.00 6,825.00 2 Kepala Tukang 0.0250 O.H 85,000.00 2,125.00 3 Tukang Kayu 0.2500 O.H 79,000.00 19,750.00 4 Pekerja trampil 0.1500 O.H 55,000.00 8,250.00 36,950.00 5 Plafond Gypsum t. 9 mm 0.38 lbr 60,000.00 22,800.00 6 Rangka Hollow + penggantung 1.00 m2 55,000.00 55,000.00 77,800.00

Jumlah 114,750.00

ANALISA BIAYA PEKERJAAN KODELIS GYPSUM

No. Material Satuan Kode Harga Biaya Sub. Jumlah(Rp./Unit) (Rp.) (Rp.)

1 Lis Gypsum 1.00 m1 18,000.00 18,000.00 2 Lem Gypsum 1.00 Ls 1,800.00 1,800.00 19,800.00

Jumlah 19,800.00


PEKERJAAN : PENGECATAN, GRANIT & PICTURE TOILET

ANALISA BIAYA PEKERJAAN KODEPENGECATAN / PLAMIR TEMBOK. SSH.SBY-KOTA

INTERIOR 25,04,02,22No. Pekerja Volume Hari Kode Upah Biaya Sub. Jumlah

Rp./org/hari (Rp.) (Rp.)1 Mandor 0.0025 O.H 91,000.00 227.50 2 Kepala Tukang Cat 0.0075 O.H 85,000.00 637.50 3 Tukang Cat 0.0750 O.H 79,000.00 5,925.00 4 Buruh tak trampil 0.0500 O.H 55,000.00 2,750.00

Pekerja 9,540.00 1 Cat Tembok MOWILEX 0.3000 kg 39,600.00 11,880.00 2 Plamur Tembok 0.1200 kg 31,000.00 3,720.00 3 Kertas Gosok no. 150 0.1000 lbr 3,000.00 300.00


ANALISA BIAYA PEKERJAAN KODEPENGECATAN / PLAMIR TEMBOK. SSH.SBY-KOTA

EXTERIOR 25,04,02,22 -ANo. Pekerja Volume Hari Kode Upah Biaya Sub. Jumlah

Rp./org/hari (Rp.) (Rp.)1 Mandor 0.0025 O.H 91,000.00 227.50 2 Kepala Tukang Cat 0.0075 O.H 85,000.00 637.50 3 Tukang Cat 0.0750 O.H 79,000.00 5,925.00 4 Buruh tak trampil 0.0500 O.H 55,000.00 2,750.00

Pekerja 9,540.00 1 Cat Tembok Dulux wethersheild 0.300 kg 68,000.00 20,400.00 2 Plamur Tembok 0.120 kg 31,000.00 3,720.00 3 Kertas Gosok no. 150 0.100 lbr 3,000.00 300.00


ANALISA BIAYA PEKERJAAN KODECAT MINYAK / CAT KAYU ( BESI ) SSH.SBY-KOTA

EXTERIOR 25,04,02,11No. Pekerja Volume Hari Kode Upah Biaya Sub. Jumlah

Rp./org/hari (Rp.) (Rp.)1 Mandor 0.0075 O.H 91,000.00 682.50 2 Kepala Tukang Cat 0.0225 O.H 85,000.00 1,912.50 3 Tukang Cat 0.2250 O.H 79,000.00 17,775.00 4 Buruh tak trampil 0.1500 O.H 55,000.00 8,250.00 28,620.00

1 Cat minyak ( Emco / setara ) 0.250 kg 47,300.00 11,825.00 2 Minyak cat 0.080 kg 7,500.00 600.00 3 Kertas Gosok no. 150 1.000 lbr 3,000.00 3,000.00 15,425.00

Jml Cat Minyak 44,045.00 Cat dasar / meni

1 Mandor 0.0050 O.H 91,000.00 455.00 2 Kepala Tukang Cat 0.0075 O.H 85,000.00 637.50 3 Tukang Cat 0.0750 O.H 79,000.00 5,925.00 4 Buruh tak trampil 0.0300 O.H 55,000.00 1,650.00 8,667.50

1 Cat Meni ( Emco / setara ) 0.100 kg 15,000.00 1,500.00 2 Minyak cat 0.044 kg 7,500.00 330.00

1,830.00 Jml Cat Dasar 10,497.50 Jumlah 54,542.50

ANALISA BIAYA PEKERJAANPOLITUR MELAMIX KUSEN


1 Mandor 0.0075 O.H 91,000.00 682.50 2 Kepala Tukang Cat 0.0125 O.H 85,000.00 1,062.50 3 Tukang Cat 0.1250 O.H 79,000.00 9,875.00 4 Buruh tak trampil 0.1000 O.H 55,000.00 5,500.00

17,120.00 1 Politur melamix kusen 1.000 m1 30,000.00 30,000.00 23

Jml Cat Dasar 30,000.00 Jumlah 47,120.00


ANALISA BIAYA PEKERJAAN KODEPASANG LANTAI KRAMIK 20 x 20 SNI DT 91-13-07

6,35-hal.12/20No. Pekerja Volume Hari Kode Upah Biaya Sub. Jumlah

Rp./org/hari (Rp.) (Rp.)1 Mandor 0.035 O.H 91,000.00 3,185.00 2 KepalaTukang batu 0.035 O.H 85,000.00 2,975.00 3 Tukang Batu 0.350 O.H 79,000.00 27,650.00 4 Pekerja tak trampil 0.700 O.H 55,000.00 38,500.00

Pekerja 72,310.00 1 Semen PC 50 kg 10.000 kg 902.50 9,025.00 2 Semen Berwarna 1.500 kg 10,500.00 15,750.00 3 Pasir Pasang 0.045 m3 132,145.00 5,946.53 4 Kramik lantai 20 x 20 1.050 m2 60,000.00 63,000.00

Material 93,721.53 Jumlah 166,031.53

ANALISA BIAYA PEKERJAAN KODEPASANG LANTAI KRAMIK 40 x 40 SNI DT 91-13-07



Pekerja 72,310.00 1 Semen PC 50 kg 10.000 kg 902.50 9,025.00 2 Semen Berwarna 1.500 kg 10,500.00 15,750.00 3 Pasir Pasang 0.045 m3 132,145.00 5,946.53 4 Kramik lantai 30 x 30 1.000 m2 79,200.00 79,200.00

Material 109,921.53 Jumlah 182,231.53

ANALISA BIAYA PEKERJAAN KODEPASANG KRAMIK DINDING 20 x 25 SNI DT 91-13-07



Pekerja 92,970.00 1 Semen PC 50 kg 9.300 kg 902.50 8,393.25 2 Semen Berwarna 0.500 kg 10,500.00 5,250.00 3 Pasir Pasang 0.018 m3 132,145.00 2,378.61 4 Kramik 20 x 20 1.000 m2 65,000.00 65,000.00

Material 81,021.86 Jumlah 173,991.86

ANALISA BIAYA PEKERJAAN KODEPASANG KERAMIK DINDING / TANGGA 40 X 40 SNI DT 91-13-07



Pekerja 92,970.00 1 Semen PC 50 kg 10.000 kg 902.50 9,025.00 2 Semen Berwarna 1.500 kg 10,500.00 15,750.00 3 Pasir Pasang 0.045 m3 132,145.00 5,946.53 4 Kramik 40 x 40 1.000 m2 79,200.00 79,200.00

Material 109,921.53 Jumlah 202,891.53


ANALISA BIAYA PEKERJAAN KODEPASANG DINDING BATU TEMPEL HITAM 35/35 SNI DT 91-13-07



Pekerja 11,569.60 1 Semen PC 50 kg 11.750 kg 285.60 3,355.80 3 Pasir Pasang 0.035 m3 132,145.00 4,625.08 4 Batu tempel hitam 1.100 m2 150,000.00 165,000.00

Material 172,980.88 Jumlah 184,550.48

ANALISA BIAYA PEKERJAAN KODEPASANG STEP NOSING / M1 SNI DT 91-13-07



Pekerja 134,290.00 1 Semen PC 50 kg 12.440 kg 902.50 11,227.10 2 Semen Berwarna 0.500 kg 10,500.00 5,250.00 3 Pasir Pasang 0.025 m3 132,145.00 3,303.63 4 Granit Tile 10/60 (motif/warna 1.060 m2 180,000.00 190,800.00

Material 210,580.73 Jumlah 344,870.73

HARGA STEP NOSING 10 CM / M1 34,487.07

ANALISA BIAYA PEKERJAAN KODEPEMASANGAN WASHTAFEL SSH.SBY-KOTA


Rp./org/hari (Rp.) (Rp.)1 Mandor 0.1000 O.H 91,000.00 9,100.00 2 Kepala Tukang Pipa 0.1500 O.H 85,000.00 12,750.00 3 Tukang Pipa 1.4500 O.H 79,000.00 114,550.00 4 Buruh tak trampil 1.2000 O.H 55,000.00 66,000.00

Pekerja 202,400.00

1 Wastafel TOTO L 546 ( setara ) 1.000 bh 1,956,000.00 1,956,000.00 2 Kran air ( san'ei ) 1.000 bh 47,630.00 47,630.00 3 Pipa / Slang spiral saluran 1.000 m1 28,050.00 28,050.00 4 Kenni 1.000 bh 3,960.00 3,960.00 5 Rol TBA 1.000 rol 9,020.00 9,020.00 6 Sifon Wasser 1.000 set 59,510.00 59,510.00 7 Watermur 1.000 bh 14,300.00 14,300.00

Material 2,118,470.00 Jumlah 2,320,870.00

ANALISA BIAYA PEKERJAAN KODEPEMASANGAN CLOSED DUDUK SSH.SBY-KOTA

25,07,03,23No. Pekerja Hari Kode Upah Biaya Sub. Jumlah

Rp./org/hari (Rp.) (Rp.)1 Kepala Tukang Batu 0.1500 O.H 85,000.00 12,750.00 2 Tukang Batu 1.5000 O.H 79,000.00 118,500.00

Pekerja 131,250.00 1 Closet Duduk TOTO CW. 660 J ( setara ) 1.0000 bh 1,578,000.00 1,578,000.00

Material 1,578,000.00 Jumlah 1,709,250.00


ANALISA BIAYA PEKERJAAN KODEPASANG SOAP HOLDER


Rp./org/hari (Rp.) (Rp.)1 Mandor 0.0050 O.H 91,000.00 455.00 2 Kepala Tukang Batu 0.0100 O.H 85,000.00 850.00 3 Tukang Batu 0.5000 O.H 79,000.00 39,500.00 4 Pekerja tak trampil 0.5000 O.H 55,000.00 27,500.00

Pekerja 68,305.00 1 Soap Holder 1.000 bh 49,500.00 49,500.00

Material 49,500.00 Jumlah 117,805.00

ANALISA BIAYA PEKERJAAN KODEPASANG HAND SHOWER



Pekerja 46,655.00 1 Hand shower 1.0000 bh 132,000.00 132,000.00

Material 132,000.00 Jumlah 178,655.00

ANALISA BIAYA PEKERJAAN KODEPASANG TISSU HOLDER



Pekerja 36,005.00 1 Tissu Holder 1.0000 bh 66,000.00 66,000.00

Material 66,000.00 Jumlah 102,005.00

ANALISA BIAYA PEKERJAAN KODEPASANG KRAN AIR SSH.SBY-KOTA

25,07,03,20


Rp./org/hari (Rp.) (Rp.)1 Kepala Tukang Pipa 0.0300 O.H 85,000.00 2,550.00 2 Tukang Pipa 0.1500 O.H 79,000.00 11,850.00 3 Pekerja tak trampil 0.1500 O.H 55,000.00 8,250.00

O.H Pekerja 22,650.00

1 Kran air 1.0000 bh 49,500.00 49,500.00 2 Alat bantu 1.0000 bh 7,425.00 7,425.00


ANALISA BIAYA PEKERJAAN KODEPASANG FLOOR DRAIN



Pekerja 46,655.00 1 Floor drain 1.0000 bh 55,000.00 55,000.00

Material 55,000.00 Jumlah 101,655.00


PEKERJAAN : BESI KONSTUKSI ATAP DAN STAINLESS DLL

ANALISA BIAYA PEKERJAAN KODEPEKERJAAN RAILING TANGGA STAINLESS STELL

MODEL POLOS

No. Bahan Satuan KodeHarga Biaya Sub. Jumlah

(Rp./Unit) (Rp.) (Rp.)1 Railing SS minimalis 1,00m 1.0000 m1 825,000.00 825,000.00 2 Upah Kerja ( Pasang ) 1.0000 m1 100,000.00 100,000.00

Jumlah 925,000.00

ANALISA BIAYA PEKERJAAN KODEPASANG PIPA PVC dia 4" SSH.SBY-KOTA

25,06.02,25


Rp./org/hari (Rp.) (Rp.)1 Mandor 0.0090 O.H 91,000.00 819.00 2 Tukang 0.0675 O.H 79,000.00 5,332.50 3 Pekerja tak trampil 0.0337 O.H 55,000.00 1,853.50

Pekerja 8,005.00 1 Pipa PVC 4" maspion aw panj 4 m 0.2500 ljr 208,933.33 52,233.33 2 LEM PVC 0.2500 tube 5,000.00 1,250.00



ANALISA BIAYA PEKERJAANPASANG RENG USUK BAJA RINGAN / 5 m2


Rp./org/hari (Rp.) (Rp.)1 Mandor 0.1000 O.H 91,000.00 9,100.00 2 Kepala Tukang 0.2000 O.H 85,000.00 17,000.00 3 Tukang 1.0000 O.H 79,000.00 79,000.00 4 Pekerja tak trampil 1.0000 O.H 67,100.00 67,100.00

Pekerja 172,200.00 1 Profil C.80,35.5.1 20.0000 m1 16,666.67 333,333.33 2 Reng 29.20.8.0,55 50.0000 m1 8,333.33 416,666.67 3 murbaut 50.00 pcs 200.00 10,000.00

Material 760,000.00 932,200.00

Jumlah 186,440.00

ANALISA BIAYA PEKERJAAN KODEPASANG ATAP GENTENG BETON / M2 Kumpulan ABK 2008

Hal Atap 7/10 no. 30


Rp./org/hari (Rp.) (Rp.)1 Mandor 0.0100 O.H 91,000.00 910.00 2 Kepala Tukang 0.0100 O.H 85,000.00 850.00 3 Tukang 0.1000 O.H 79,000.00 7,900.00 4 Pekerja tak trampil 0.2000 O.H 67,100.00 13,420.00

Pekerja 23,080.00 1 Genteng beton 14.0000 bh 6,240.00 87,360.00 2 Paku biasa 2"- 5" 0.0300 kg 17,100.00 513.00

Material 87,873.00 Jumlah 110,953.00


ANALISA BIAYA PEKERJAAN KODEPASANG NOK GENTENG BETON / M' Kumpulan ABK 2008

Hal Atap 8/10 no. 34



Pekerja 46,160.00 1 Genteng bubung ( nok ) 4.0000 bh 14,280.00 57,120.00 2 Paku biasa 2"- 5" 0.0500 kg 17,100.00 855.00 3 PC 10.8000 kg 1,075.00 11,610.00 4 PP 0.0320 m3 132,145.00 4,228.64 5 PC warna 1.0000 kg 10,500.00 10,500.00

Material 84,313.64 Jumlah 130,473.64

ANALISA BIAYA PEKERJAANPASANG ORNAMEN BUBUNGAN / BH



Pekerja 32,740.00 1 Ornamen ( mainan bubung ) 1.0000 bh 150,000.00 150,000.00 5 Spesi 1.0000 kg 10,500.00 10,500.00

Material 160,500.00 Jumlah 193,240.00

ANALISA BIAYA PEKERJAANPEMASANGAN ATAP SENG RANGKA KAYU

1.50 X 4,00 = ( 6.00 M2 )


Rp./org/hari (Rp.) (Rp.)1 Ongkos Kerja Pemasangan 6.0000 m2 27,500.00 165,000.00

Pekerja 165,000.00 1 Seng belombang bjls 40 8.1633 m' 74,750.00 610,204.08 2 Kayu mr 5/7 x 400 0.0140 m3 1,824,950.00 25,549.30 635,753.38

Jumlah 133,458.90 pembulatan 133,000.00

ANALISA BIAYA PEKERJAANPEMASANGAN LISPLANG KAYU 3/30


Rp./org/hari (Rp.) (Rp.)1 Kayu kamper 3/30 0.0099 m3 6,500,000.00 64,350.00 4 Cat kayu 0.3000 m2 54,542.50 16,362.75 5 ongkos kerja 1.0000 m1 20,000.00 20,000.00

- Jumlah 100,712.75 pembulatan 100,000.00

F1939

DHANI:


ANALISA BIAYA PEKERJAANGROND TANK 2.00 X 2,00 X 1,50 M

BuahNo. Pekerja Volume Hari Kode Upah Biaya Sub. Jumlah

Rp./org/hari (Rp.) (Rp.)

Galian Tanah Untuk Tanah Keras 7.935 M³ 57,912.00 459,531.72

Urugan Pasir 1.058 M³ 143,020.00 151,315.16

Beton Rabat Lantai Kerja 1:3:6 ( K. 100 ) 0.529 M³ 460,145.92 243,417.19

Beton Cor Lantai K 225 0.324 M³ 600,857.75 194,422.55

Beton Dinding Cor K 225 1.935 M³ 600,857.75 1,162,659.74

Beton Cor Plat ttup K 225 0.462 M³ 600,857.75 277,746.49

Pembesian Lantai beton 64.715 kg 10,842.25 701,656.21

Pembesian dinding beton 387.000 kg 10,842.25 4,195,950.75

Pembesian tutup beton 92.450 kg 10,842.25 1,002,366.01

Bekisting Dinding 24.000 M² 169,879.25 4,077,102.00

Bekisting Plat Tutup Beton 4.000 M² 190,396.60 761,586.40 Keramik Lantai 20 X 20 4.000 M² 166,031.53 664,126.10 Keramik Lantai 20 X 20 ( Km/Wc ) 12.000 M² 166,031.53 1,992,378.30 Tangga Stainless steel 1.500 m1 750,000.00 1,125,000.00 Tutup lobang kontrol 1.000 unit 1,000,000.00 1,000,000.00

Plesteran Beton Camp. 1 Pc : 4 Ps Tebal 1, 8.923 M² 54,740.30 488,420.33

Benangan 14.600 m1 10,804.68 157,748.33 Pembersian perataan bekas galian 1.000 ls 500,000.00 500,000.00

Jumlah 19,155,427.28

UP&BHN 20 / 66

HARGA SATUAN BAHAN DAN UPAH WILAYAH PEMERINTAH KOTA TAHUN

NO URAIAN SATUAN HARGA/UPAH1 2 3 4

I TENAGA KERJA (HARI)1 Mandor Org Rp 91,000 2 Kepala tukang Org Rp 85,000 3 Tukang batu / kayu Org Rp 79,000 4 Tukang Besi, Cat, Pipa Org Rp 79,000 5 Tukang Las Org Rp 62,500 6 Buruh terlatih Org Rp 67,100 7 Buruh tak terlatih Org Rp 55,000

II BAHAN MENGGUNAKAN BATU/PASIR DAN SEMEN1 Batu pecah mesin 2-3 cm M3 Rp 141,740 2 Batu pecah mesin 1-2 cm M3 Rp 133,475 3 Batu kali belah 25/20 M3 Rp 138,045 4 Batu Merah kw 1. Uk. 23 x 10.5 x 4.5 cm Bh Rp 361 5 Bataco tebal 10 cm Bh Rp 2,247 6 Pasir Untuk Beton / Cor M3 Rp 156,180 7 Pasir Pasang M3 Rp 132,145 8 Pasir Uruk / Timbun M3 Rp 101,650 9 Tanah urug M3 Rp 28,519

10 Sirtu M3 Rp 116,375 8 Semen PC ( 50 Kg ) Zak Rp 45,125 9 Semen PC ( 40 Kg ) Zak Rp 43,000

10 Semen Warna Kg Rp 10,500 11 Floorhardener ( ex sika ) Kg Rp 3,000

III BAHAN TIANG PANCANG1 Ring untuk sepatu Tiang pancang M1 Rp 198,075 2 Tiang pancang Bulat dia 30 M1 Rp 323,950 3 Tiang pancang Bulat dia 35 M1 Rp 405,650 4 Tiang pancang Bulat dia 40 M1 Rp 534,850

IV BAHAN PENUTUP ATAP & PLAFON1 List Gypsum 12 cm m' Rp 18,000 2 Gybsum board 9 mm Lbr Rp 60,000 3 Plafond accustic amsrong RH99 M2 A 4 Partisi jayabell 12 mm M2 A 5 Plafond Calciboard 6 mm Lbr Rp 66,000 7 Ply wood tebal 18 mm (1.22 x 2.44) Lbr Rp 271,130 8 Ply wood tebal 12 mm (1.22 x 2.44) Lbr Rp 113,848 9 Ply wood tebal 9 mm (1.22 x 2.44) Lbr Rp 115,500

10 Ply wood tebal 6 mm (1.22 x 2.44) Lbr Rp 69,635 11 milamin tebal 4 mm (1.10 x 2.10) Lbr Rp 38,584 13 Seng Datar BJLS 40 lebar 90 M' A 14 Atap spandex colour tebal 0.4 M' Rp 74,750 15 Paku Sumbat Bh A 17 Genteng kramik KANMURI Bh Rp 6,240 18 Bubung kramik KANMURI Bh Rp 14,280 19 Ornamen / mainan genteng bubung Bh Rp 150,000 20 Roster Kramik 20/20 Bh A

V BAHAN MENGGUNAKAN KAYU1 Kayu Bengkirai ( papan 3/30 ) M3 Rp 6,500,000 2 Kayu meranti ( papan 2/20 ) M3 Rp 2,662,280 3 Kayu meranti ( 5/7 dan balok ) M3 Rp 1,824,950 4 Dolken kayu D8-10/600 cm bt Rp 19,000 5 Kayu Jati M3 Rp 5,283,330 6 Minyak Bekesting ltr Rp 3,500 7 Bambu besar ljr Rp 14,155

VI BAHAN MENGGUNAKAN BESI/LOGAM1 Besi beton polos Kg Rp 9,177 2 Kawat ikat beton Kg Rp 11,500 3 Pipa Stainless stee dia 4 " t = 1.5 mm m1 A 4 Pipa Stainless stee dia 2 " t = 1.5 mm m1 A 5 Besi pipa galvanis medium 1", 6 m Ljr A 6 Besi pipa galvanis medium 2", 6 m Ljr A 7 Besi pipa galvanis medium 3", tbl 3,6 mm, 6 m Ljr A 8 Besi pipa galvanis medium 4", tbl 4, mm, 6 m Ljr A 9 Besi pipa galvanis medium 5", tbl 4,2 mm, 6 m Ljr A

10 Besi pipa galvanis medium 6", tbl 4,2 mm, 6 m Ljr A Seng Gelombang BJLS 30 lebar 80 x 210 lbr Rp 73,500

UP&BHN 21 / 66

NO URAIAN SATUAN HARGA/UPAH1 2 3 4

11 Besi WF kg A 12 Besi Siku kg A 13 Besi CNP kg A 14 Plat Ezer kg A 15 Angker 3/4 x 40 x 8 bh A 16 Jarum keras dia 16 Bh A 17 Elektoda Baja Kg A 18 Profil C.80,35.5.1 Ljr Rp 100,000 19 Reng 29.20.8.0,55 Ljr Rp 50,000 20 Murbaut bajaringan pcs Rp 200 21 Kusen kamper oven 6/15 m' Rp 132,780 22 Daun pintu kamper oven 70 - 90 x 220 m' Rp 1,320,000 23 Slimar kayu kamper oven 8/3 ( dj ) m' Rp 90,000 18 Kawat harmonika m2 A 19 Slimar Aluminium jendela & BV m' A 20 Kaca cermin m2 Rp 200,000 21 Kaca rayban tb. 5 mm Green / Blue Asahimas M2 Rp 110,000 22 Kaca rayban tb. 6 mm Green / Blue Asahimas M2 A 23 Kaca rayban tb. 8 mm Green / Blue Asahimas M2 A 24 Kaca rayban tb. 10 mm Green / Blue Asahimas M3 A 25 Karet C m' A 26 Door closer bh A 23 Kaca tempered 12 mm Rayben M2 A 24 Floorhinge BTS 75 Ex Dorma unit A 25 Kunci Ex Dorma unit A 26 Handle Stainless Steel 70 Cm unit A 27 Coak Kaca bh A 28 Sealent Tube A 29 Alluminium Composide Panel ( Allucopand setara ) M2 A 30 Kaca Stainglass tb. 5 mm M2 A

VII BAHAN UNTUK LANTAI1 Step nosing 10 / 30 buah A 2 keramik lantai 20 x 20 M2 Rp 60,000 3 keramik dinding 20 x 25 M2 Rp 65,000 4 keramik 30 x 30 M2 A 5 keramik 40 x 40 ( Motif / warna gelap ) Roman kw 1 M2 Rp 79,200 6 Granit tile 60 x 60 (indogress/niro) M2 Rp 180,000 7 Kramik 60 x 60 (milan/setara) M2 Rp 85,000 8 Kramik Marmer M2 A 9 Batu alam tempel ( batu piring ) M2 A

10 Plin PVC lebar 10 cm M1 A 11 Roster Kramik 20 x 20 bh A 12 Batu tempel bali 35 x 35 bh Rp 150,000 13 Parquet M2 A 14 Batu Ampiang kecil-kecil ( 30/30 cm ) bh A 15 Bata pelapis DINING M2 A 16 Plin PVC lebar 10 cm M1 A 17 Lem Vinyl Kg A 18 Feltex Carpet 100% Wool T-21 M2 A 19 Lem kuning Kg A

VIII BAHAN UNTUK PENGECATAN1 Cat kayu EMCO ( setara ) Kg Rp 47,300 2 Cat meni Kg Rp 15,000 3 Cat tembok interior mowilex ( setara ) Kg Rp 39,600 4 Cat tembok exterior Dulux Weathersheild Kg Rp 68,000 5 Minyak Cat/afduner Lt Rp 7,500 6 Plamur tembok Kg Rp 31,000 7 Lem kayu Kg Rp 11,000 8 Water proofing Coating (Ex. Fosroc/Sika/setara) m2 Rp 35,000 9 Ampelas Lbr Rp 3,000

IX BAHAN PENGGANTUNG DAN PENGUNCI1 Engsel Pintu silver merk Dekson Bh Rp 22,000 2 Engsel jendela merk Dekson 16" jungkit set Rp 53,900 3 Grendel Jendela Dekson Bj Rp 27,500 4 Grendel Tanam Pintu Dekson Bh Rp 55,000 5 Kunci tanam KEND / setara Bj Rp 150,000 6 Handel pintu KEND / setara set Rp 250,000 7 Hak angin Jendela Dekson Bh Rp 55,000

UP&BHN 22 / 66

NO URAIAN SATUAN HARGA/UPAH1 2 3 4X BAHAN UNTUK KM/WC & URINOR

1 Pipa / slang spiral saluran kran Bh Rp 28,050 2 Closet Jongkok TOTO CE9 ( setara ) Bh Rp 2,230,000 3 Closet Jongkok biasa TOTO ( setara ) Bh Rp 360,000 4 Closet Duduk TOTO CW. 660 J ( setara ) Bh Rp 1,578,000 5 Wastafel TOTO L 546 ( setara ) Bh Rp 1,956,000 6 Kran air Bh Rp 47,630 7 Watermur Bh Rp 14,300 8 Knne Bh Rp 3,960 9 Rol TBA rol Rp 9,020

10 Sifon Wasser Set Rp 59,510 11 Shop holder Bh Rp 49,500 12 Urinoir TOTO U57M Bh Rp 1,843,600 13 Urinoir Partition TOTO A 100 Bh Rp 831,600 14 Floor drain stainless steel Bh Rp 55,000 15 Hand Shower Bh Rp 132,000 16 Roof Drain Bh Rp 75,000 17 Tissu Holder Bh Rp 66,000 18 Kran Air (Closet) Bh Rp 49,500 19 Pipa PVC 1" maspion aw 4 m Ljr Rp 40,000 20 Pipa PVC 3" maspion aw panj 4 m Ljr Rp 143,400 21 Pipa PVC 4" maspion aw panj 4 m Ljr Rp 208,933 22 LEM PVC Tube Rp 5,000

XI BAHAN JENIS PAKU1 Skrup / Ripet Buah Rp 350 2 Paku triplek Kg Rp 17,000 3 Paku usuk Kg Rp 17,100 4 Murbaut 1/2 x 2" Buah Rp 2,500

XII SEWA ALAT-ALAT1 Crane 30 ton Jam Rp 225,000 2 Hamer tiang pancang Jam Rp 185,000

XIII LAIN - LAIN1 Buis Beton U 30 cm Bh Rp 20,000 2 Paving stone / Blok 8 cm ( abu 2 ) m2 Rp 48,000 3 Paving stone / Blok 6 cm ( abu 2 ) m2 Rp 37,000 4 Kanstin Panjang 15 x 25 x 40 m1 Rp 35,000 5 Buis Beton dia 30 cm x 100 Bh Rp 31,200 6 Buis Beton dia 50 cm x 100 Bh Rp 96,000 7 Buis Beton dia 60 cm x 50 Bh Rp 55,200 8 Buis Beton dia 70 cm x 50 Bh Rp 68,500 9 Buis Beton dia 80 cm x 50 Bh Rp 82,500

10 Buis Beton dia 100 cm x 50 Bh Rp 120,000 11 Roster Beton 20/20 Bh Rp 5,000

RENCANA ANGGARAN BIAYA (RAB) PENGEMBANGAN KAMPUS BPPTD BALI

TAHUN ANGGARAN 2013

NO JENIS PEKERJAAN JUMLAH VOLUME SAT HRG SAT JUMLAH HARGA

1 2 3 4 5 6 7

A PEKERJAAN RENOVASI FISIK1 RENOVASI MESS NUSA DUA ( 2 LANTAI ) 1 UNIT 718.00 M2 3,298,748.11 Rp. 2,368,501,144.16

2 RENOVASI MESS LOVINA ( 2 LANTAI ) 1 UNIT 588.60 M2 4,391,778.79 Rp. 2,585,000,994.51

3 RENOVASI LAB SPOORING BALANCING ( 3 LT ) 1 UNIT 455.28 M2 3,750,234.86 Rp. 1,707,406,927.81

JUMLAH Rp. 6,660,909,066.48

JUMLAH Rp. 6,660,909,066.48

PPN 10% Rp. 666,090,906.65

JUMLAH Rp. 7,326,999,973.13

JUMLAH TOTAL Rp. 7,326,999,000.00

Terbilang : Tujuh Milyar Tiga Ratus Dua Puluh Enam Juta Sembilan Ratus Sembilan Puluh Sembilan Ribu Rupiah

REKAP NUSA DUA

RENCANA ANGGARAN BIAYA

PROYEK : PENGEMBANGAN BP2TD BALI

PEKERJAAN : RENOVASI MESS NUSA DUA ( 2 LANTAI )

LUAS : 718.00 M2

NO JENIS PEKERJAAN JUMLAH HARGA

1 2 3

I PEKERJAAN LANTAI 1 A PEKERJAAN PERSIAPAN Rp. 40,942,371.18 B PEKERJAAN TANAH Rp. 23,401,735.44 C PEKERJAAN PONDASI DALAM Rp. 28,695,070.50 D PEKERJAAN BETON Rp. 557,358,771.53 E PEKERJAAN DINDING Rp. 95,662,738.55 F PEKERJAAN PINTU JENDELA Rp. 142,711,564.00 G PEKERJAAN PLAFOND Rp. 51,793,560.00 H PEKERJAAN LANTAI Rp. 91,006,929.25 I PEKERJAAN PENGECATAN Rp. 32,451,060.00 J PEKERJAAN FIXTURE TOILET & DRAINASE Rp. 44,876,520.00

PEKERJAAN LANTAI 1 Rp. 1,108,900,320.45

II PEKERJAAN LANTAI 2 A PEKERJAAN BETON Rp. 245,009,458.49 B PEKERJAAN DINDING Rp. 154,735,205.52 C PEKERJAAN PINTU JENDELA Rp. 155,027,884.00 D PEKERJAAN PLAFOND Rp. 62,418,120.00 E PEKERJAAN LANTAI Rp. 83,847,734.17 F PEKERJAAN PENGECATAN Rp. 57,451,828.00 G PEKERJAAN FIXTURE TOILET Rp. 37,841,920.00

PEKERJAAN LANTAI 2 Rp. 796,332,150.18

III PEKERJAAN ATAP A PEKERJAAN RANGKA ATAP DAN PENUTUP ATAP Rp. 172,306,958.76 B PEKERJAAN PENGECATAN Rp. 19,155,427.28

PEKERJAAN ATAP Rp. 191,462,386.04

TOTAL PEKERJAAN GEDUNG KANTOR PUSAT Rp. 2,096,694,856.66

NUSA DUA 25 / 66


PEKERJAAN : RENOVASI MESS NUSA DUA ( 2 LANTAI )

LUAS : 718.00

NO. JENIS PEKERJAAN SATHARGA JUMLAHSATUAN (Rp)

(Rp)1 2 4 5 6I PEKERJAAN LANTAI 1 A PEKERJAAN PERSIAPAN 1 Pembongkaran atap bangunan lama 1.00 ls 14,560,000.00 14,560,000.00 2 Uitset dan Pasang Bouwplank 66.60 m' 56,792.36 3,782,371.18 3 Ijin Mendirikan Bangunan (IMB) 718.00 15,000.00 10,770,000.00 4 Air kerja 1.00 ls 11,830,000.00 11,830,000.00

40,942,371.18 B PEKERJAAN TANAH 1 Galian Tanah Pondasi 235.85 57,912.00 13,658,545.20 2 Urugan Pasir 54.14 143,020.00 7,743,102.80 3 Uruk tanah kembali 103.61 19,304.00 2,000,087.44

23,401,735.44 C PEKERJAAN PONDASI BATU BELAH

1 Pasangan batu kosong (anstamping) 12.20 303,314.04 3,700,431.29

2 Pondasi batu belah 1:5 33.11 515,230.28 17,059,274.57

3 Plesteran baraben 1:5 120.40 39,104.33 4,708,161.33

4 Pondasi batu merah 1:5 6.06 532,541.80 3,227,203.31

28,695,070.50 D PEKERJAAN BETON

1 Cor lantai kerja 5 Cm. (Poor, Sloop, Lantai, Rabat ) 11.43 460,145.92 5,259,467.87

2 Pondasi Poor PT.2 Beton cor K.225 14.36 600,857.75 8,628,317.24 Besi beton 1,295.06 kg 10,842.25 14,041,364.29 Bekisting 18.29 77,355.97 1,414,840.60

3 Pondasi Poor PT.3 Beton cor K.225 0.68 600,857.75 408,583.27 Besi beton 61.24 kg 10,842.25 663,979.39 Bekisting 1.63 77,355.97 126,090.22

4 Balok Sloof 20/40 Beton cor K.225 7.25 600,857.75 4,356,218.66 Besi beton 1,554.69 kg 10,842.25 16,856,337.65 Bekisting 72.48 77,355.97 5,606,760.34

5 Balok Sloof 25/50 Beton cor K.225 5.44 600,857.75 3,268,666.14 Besi beton 749.96 kg 10,842.25 8,131,253.81 Bekisting 43.50 77,355.97 3,364,984.48

6 Sloof 15/20 Beton cor K.225 1.32 600,857.75 793,132.23 Besi beton 264.00 kg 10,842.25 2,862,354.00 Bekisting 17.60 77,355.97 1,361,464.98

6 Sloof tangga 20/40 Beton cor K.225 0.10 600,857.75 60,085.77 Besi beton 21.44 kg 10,842.25 232,457.84 Bekisting 0.96 77,355.97 74,261.73

7 Kolom K1 40/60 (+ 4,50) Beton cor K.225 34.13 600,857.75 20,507,274.89 Besi beton 7,525.32 kg 10,842.25 81,591,400.77 Bekisting 295.78 171,396.60 50,695,686.35

8 Kolom K2 30/50 (+ 4,50) Beton cor K.225 1.19 600,857.75 715,020.72 Besi beton 191.72 kg 10,842.25 2,078,676.17 Bekisting 13.27 171,396.60 2,274,432.88

9 Balok B1 30/80 (+ 4,43) Beton cor K.225 18.79 600,857.75 11,290,117.06 Besi beton 3,836.92 kg 10,842.25 41,600,824.19 Bekisting 135.20 192,136.62 25,976,871.02

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NUSA DUA 26 / 66


(Rp)1 2 4 5 610 Balok B2 20/40 (+ 4,43)

Beton cor K.225 8.09 600,857.75 4,860,939.17 Besi beton 1,734.82 kg 10,842.25 18,809,352.15 Bekisting 84.39 192,136.62 16,214,409.36

11 Balok B2' 30/40 (+ 4,43) Beton cor K.225 2.30 600,857.75 1,381,972.82 Besi beton 493.21 kg 10,842.25 5,347,506.12 Bekisting 21.31 192,136.62 4,094,431.37

12 Balok Konsol BK.2 25/40 - 25/30 Beton cor K.225 1.05 600,857.75 630,900.63 Besi beton 132.01 kg 10,842.25 1,431,285.42 Bekisting 10.44 190,396.60 1,987,740.50

13 Balok BL 15/50 Beton cor K.225 2.21 600,857.75 1,327,895.62 Besi beton 313.97 kg 10,842.25 3,404,141.23 Bekisting 31.46 190,396.60 5,989,877.04

14 Konsol plat lantai BK.A 25/50 - 25/30 (+ 4,43) Beton cor K.225 1.46 600,857.75 877,252.31 Besi beton 324.00 kg 10,842.25 3,512,889.00 Bekisting 12.85 190,396.60 2,446,596.31

15 Plat Lantai tbl 12 cm ( + 443 ) Beton cor K.225 31.93 600,857.75 19,185,387.84 Besi beton 3,831.60 kg 10,842.25 41,543,165.10 Bekisting 266.09 190,396.60 50,662,631.29

16 BalokRing pagar 15/20 Beton cor K.175 0.67 510,729.08 342,188.49 Besi beton 80.40 kg 10,842.25 871,716.90 Bekisting 10.92 192,136.62 2,098,131.89

17 Lisplank 6/60 Beton cor K.175 1.04 510,729.08 531,158.25 Besi beton 69.60 kg 10,842.25 754,620.60 Bekisting 37.44 192,136.62 7,193,595.05

18 Balok latai 15/20 Beton cor K.175 0.90 510,729.08 459,656.18 Besi beton 180.00 kg 10,842.25 1,951,605.00 Bekisting 21.06 192,136.62 4,046,397.22

19 Plat Level tbl 8 cm Beton cor K.175 1.96 510,729.08 1,001,029.01 Besi beton 235.20 kg 10,842.25 2,550,097.20 Bekisting 27.99 190,396.60 5,329,200.83


21 Beton tangga lantai I (+ 0,00 s/d + 4,50) Beton cor K.225 2.64 600,857.75 1,586,264.45 Besi beton 660.00 kg 10,842.25 7,155,885.00 Bekisting 25.73 162,096.85 4,170,751.95

22 Konsol bordes tangga 20/30 Beton cor K.225 0.10 600,857.75 60,085.77 Besi beton 21.44 kg 10,842.25 232,457.84 Bekisting 0.96 192,136.62 184,451.16

23 Kolom praktis 15/15 Beton cor K.175 2.02 510,729.08 1,031,672.75 Besi beton 363.60 kg 10,842.25 3,942,242.10 Bekisting 33.67 171,396.60 5,770,923.52

24 Beton rabat tebal 7 cm lebar 1 m/finish Beton cor 1:3:6 35.80 32,210.21 1,153,125.68

557,358,771.53

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NUSA DUA 27 / 66


(Rp)1 2 4 5 6E PEKERJAAN DINDING 1 Pas Dind Trasram 1 : 2 9.86 74,008.89 729,727.61 2 Pasangan Bata Merah 1 : 5 200.16 66,567.73 13,324,195.84 3 Plesteran Dinding Trasram 1 : 2 19.72 56,549.58 1,115,157.62 4 Plesteran Beton 1 : 3 434.56 54,740.30 23,787,944.77 5 Plesteran Bata Merah 1 : 5 400.32 52,797.46 21,135,877.19 6 Benangan 1 : 4 878.60 m' 10,804.68 9,492,991.85 7 Railing Tangga pipa stenlis steel Tinggi 1.00 m 19.80 m' 925,000.00 18,315,000.00 8 Railing Balkon pipa stenlis steel Tinggi 1.00 m 1.50 m' 925,000.00 1,387,500.00 9 Ornamen dinding bali depan 2,40 x 1,50 1.00 bh 394,130.16 394,130.16 10 Batu tempel ornamen bali 35x35 6.00 bh 184,550.48 1,107,302.85 11 Col-colan kusen pintu/jendela 1:4 451.00 m' 10,804.68 4,872,910.68

95,662,738.55 F PEKERJAAN PINTU JENDELA 1 Kusen Kayu kamper 6/15 ( oven ) 271.11 m' 194,062.90 52,612,608.44

2 16.00 unit 2,269,950.00 36,319,200.00

3 8.00 unit 2,269,950.00 18,159,600.00

4 8.00 unit 569,595.00 4,556,760.00

5 32.00 unit 571,520.00 18,288,640.00

6 Politur melamix kusen baru dan lama 271.11 m' 47,120.00 12,774,755.56

142,711,564.00 G PEKERJAAN PLAFOND 1 Plafond Gypsum Bangunan 312.00 114,750.00 35,802,000.00 2 Plafond Gypsum KM/WC 24.00 117,030.00 2,808,720.00 3 List Plafond Gypsum 10 cm 665.80 m' 19,800.00 13,182,840.00

51,793,560.00 H PEKERJAAN LANTAI

1 Keramik Lantai 40/40 KW 1 143.75 182,231.53 26,195,781.72

2 Keramik Lantai teras depan 40/40 KW 1 176.00 182,231.53 32,072,748.40

3 Keramik Lantai teras belakang 40/40 KW 1 24.00 182,231.53 4,373,556.60

4 Keramik Lantai trap teras 40/40 KW 1 5.80 182,231.53 1,056,942.85

5 Tegel plin keramik 10/40 44.20 m' 20,289.15 896,780.54 6 Keramik tangga 30/40 9.48 182,231.53 1,727,554.86 7 Plin keramik tangga 20/40 30.00 m' 36,446.31 1,093,389.15 8 Plin keramik teras 25/40 6.00 20,289.15 121,734.92 9 Dinding keramik 40/40 ornamen kolom, listplang 6.00 202,891.53 1,217,349.15 10 Kramik Lantai KM/WC 20/20 KW 1 24.00 166,031.53 3,984,756.60 11 Kramik Dinding KM/WC 20/25 KW 1 99.20 173,991.86 17,259,992.51 12 Border km/wc 49.60 m' 20,289.15 1,006,341.96

91,006,929.25 I PEKERJAAN PENGECATAN 1 Cat Tembok Interior (Mowilex/Setara) 561.52 25,440.00 14,285,068.80 2 Cat Plafond Interior (Mowilex/Setara) 336.00 25,440.00 8,547,840.00 3 Cat tembok eksterior 283.22 33,960.00 9,618,151.20

32,451,060.00

J PEKERJAAN FIXTURE TOILET & DRAINASE 1 Closet duduk komplit 8.00 bh 1,709,250.00 13,674,000.00 2 Soap holder 8.00 bh 117,805.00 942,440.00 3 Floor Drain SS 8.00 bh 101,655.00 813,240.00 4 Tissu Holder 8.00 bh 102,005.00 816,040.00 5 Wastafel TOTO L 546 (setara) 8.00 bh 2,320,870.00 18,566,960.00 6 Hand shower 8.00 bh 178,655.00 1,429,240.00 7 Septicktank dan resapan 2.00 unit 3,999,000.00 7,998,000.00 8 Kran air 8.00 bh 79,575.00 636,600.00

44,876,520.00

PEKERJAAN LANTAI 1 1,108,900,320.45

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Daun pintu panel kayu kamper ( 80x220 ) P1 finish politur melamix

Daun pintu panel kayu kamper ( 70x220 ) km/wc finish politur melamix ( bagian dalm lapis aluminium)

Daun BV kayu kamper oven panel kaca ryben 5 mm ( 55x50 ) Finish politur melamik


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NUSA DUA 28 / 66


(Rp)1 2 4 5 6

II PEKERJAAN LANTAI 2

A PEKERJAAN BETON 10 Kolom K I (40/60)


11 Kolom K 2 (30/50) Beton cor K.225 0.68 600,857.75 408,583.27 Besi beton 109.55 kg 10,842.25 1,187,768.49 Bekisting 7.56 171,396.60 1,295,758.30

12 Kolom praktis 15/15 Beton cor K.175 5.74 510,729.08 2,931,584.94 Besi beton 1,033.20 kg 10,842.25 11,202,212.70 Bekisting 95.73 171,396.60 16,407,796.52


14 Plat level 8 cm Beton cor K.175 1.96 510,729.08 1,001,029.01 Besi beton 235.20 kg 10,842.25 2,550,097.20 Bekisting 27.99 190,396.60 5,329,200.83

15 Plat Atap Tebal 10 cm Beton cor K.225 3.04 600,857.75 1,826,607.55 Besi beton 437.76 kg 10,842.25 4,746,303.36 Bekisting 30.40 190,396.60 5,788,056.64

16 Balok Ring pagar 15/20 Beton cor K.175 1.75 510,729.08 893,775.90 Besi beton 315.00 kg 10,842.25 3,415,308.75 Bekisting 31.30 192,136.62 6,013,876.21

17 Lisplank beton 6/40 Beton cor K.175 0.38 510,729.08 194,077.05 Besi beton 45.60 kg 10,842.25 494,406.60 Bekisting 14.40 192,136.62 2,766,767.33

18 Konsol beton Beton cor K.225 1.28 600,857.75 769,097.92 Besi beton 275.86 kg 10,842.25 2,990,943.09 Bekisting 13.84 192,136.62 2,659,170.82

19 Balok ring balk B2.A 20/40 ( +8.15 ) Beton cor K.225 4.61 600,857.75 2,769,954.21 Besi beton 1,010.53 kg 10,842.25 10,956,418.89 Bekisting 59.90 192,136.62 11,508,983.54

20 Balok ring balk 15/15 ( +810 ) Beton cor K.175 2.02 510,729.08 1,031,672.75 Besi beton 363.60 kg 10,842.25 3,942,242.10 Bekisting 33.60 192,136.62 6,455,790.43


22 Ring balk 25/50 B3 ( + 815 ) Beton cor K.225 5.44 600,857.75 3,268,666.14 Besi beton 1,207.23 kg 10,842.25 13,089,089.47 Bekisting 56.12 192,136.62 10,782,707.11

23 Screed plat atap + plat level 42.00 69,311.18 2,911,069.35 24 Water profing plat atap plat leuvel dan km/wc 66.00 44,540.00 2,939,640.00

245,009,458.49

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NUSA DUA 29 / 66


(Rp)1 2 4 5 6

B PEKERJAAN DINDING

1 Pas Dind Trasram 1 : 2 154.27 74,008.89 11,417,350.69 2 Pasangan Bata Merah 1 : 5 515.81 66,567.73 34,336,298.23 3 Plesteran Bata Merah 1 : 2 209.34 56,549.58 11,838,088.03 4 Plesteran Beton 1 : 3 436.50 54,740.30 23,894,140.95 5 Plesteran Bata Merah 1 : 5 1,031.62 52,797.46 54,466,910.53 6 Benangan 1 : 4 979.92 m' 10,804.68 10,587,722.03 7 Pegangan Tangga Tinggi 1.00 m 3.50 m' 925,000.00 3,237,500.00 8 Ornamen dinding bali depan 2,40 x 1,50 1.00 bh 82,123.45 82,123.45 9 Col-colan kusen pintu/jendela 451.20 m' 10,804.68 4,875,071.62

154,735,205.52

C PEKERJAAN PINTU JENDELA

1 Kusen Kayu kamper 6/15 ( oven ) 271.11 m' 194,062.90 52,612,608.44

2 16.00 unit 2,269,950.00 36,319,200.00

3 8.00 unit 2,269,950.00 18,159,600.00

4 16.00 unit 769,770.00 12,316,320.00

5 32.00 571,520.00 18,288,640.00

6 8.00 unit 569,595.00 4,556,760.00

7 Politur melamix kusen 271.11 m' 47,120.00 12,774,755.56

155,027,884.00 D PEKERJAAN PLAFOND 1 Plafond Gypsum Bangunan 428.00 117,030.00 50,088,840.00 2 Plafond Gypsum KM/WC 24.00 114,750.00 2,754,000.00 3 List Plafond Gypsum 10 cm 483.60 m' 19,800.00 9,575,280.00

62,418,120.00 E PEKERJAAN LANTAI 1 Keramik Lantai 40/40 KW 1 296.00 182,231.53 53,940,531.40 2 Kramik Lantai KM/WC 20/20 KW 1 24.00 166,031.53 3,984,756.60 3 Kramik Dinding KM/WC 20/25 KW 1 99.20 173,991.86 17,259,992.51 4 Border KM/WC 10 cm 49.60 m' 20,289.15 1,006,341.96 5 Tegel plin keramik 10/40 295.75 m' 20,289.15 6,000,516.85 6 Dinding keramik 40/40 ornamen kolom, listplang 8.16 202,891.53 1,655,594.84

83,847,734.17 F PEKERJAAN PENGECATAN 1 Cat Tembok Interior (Mowilex/Setara) 937.95 25,440.00 23,861,448.00 2 Cat Plafond Interior (Mowilex/Setara) 252.00 25,440.00 6,410,880.00 3 Cat tembok eksterior 739.95 33,960.00 25,128,702.00 4 Cat minyak lisplang 37.60 54,542.50 2,050,798.00

57,451,828.00

G PEKERJAAN FIXTURE TOILET 1 Closet duduk komplit 8.00 bh 1,709,250.00 13,674,000.00 2 Soap holder 8.00 bh 117,805.00 942,440.00 3 Floor Drain SS 8.00 bh 101,655.00 813,240.00 4 Tissu Holder 8.00 bh 102,005.00 816,040.00 5 Wastafel TOTO L 546 (setara) 8.00 bh 2,320,870.00 18,566,960.00 6 Hand shower 8.00 bh 178,655.00 1,429,240.00 7 Cermin 1,00 x 1,00 m 8.00 bh 200,000.00 1,600,000.00

37,841,920.00

PEKERJAAN LANTAI 2 796,332,150.18

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Daun pintu panel kayu kamper ( 70x220 ) P3 finish politur melamix ( bagian dalm lapis aluminium)

Daun jendela kayu kamper oven panel kaca ryben 5 mm ( 70x115 ) Finish politur melamik


Daun BV kayu kamper oven panel kaca ryben 5 mm ( 52,5x50 ) Finish politur melamik

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NUSA DUA 30 / 66


(Rp)1 2 4 5 6

III PEKERJAAN ATAP

A PEKERJAAN RANGKA ATAP DAN PENUTUP ATAP 1 Rangka atap baja ringan galvalum 518.00 186,440.00 96,575,920.00

Rangka C. 80.35.5.1 Reng 29.20.0,65

2 Pasang genteng bali 518.00 110,953.00 57,473,654.00 3 Pasang genteng bubung 59.00 m' 130,473.64 7,697,944.76 4 Ornamen bubungan 6.00 bh 193,240.00 1,159,440.00 5 Lisplang kayu kamper oven 3/30 94.00 m' 100,000.00 9,400,000.00

172,306,958.76 B PEKERJAAN TANDON AIR BAWAH 2,00x2,00x1,50 1 GROND TANK 2.00 X 2,00 X 2,00 M 1.00 unit 19,155,427.28 19,155,427.28

Lantai & dinding Cor beton bertulang tebal 15 cmFinishing lantai & dinding kramik 20/20

19,155,427.28

PEKERJAAN ATAP 191,462,386.04

TOTAL PEKERJAAN GEDUNG MESS NUSA DUA 2,096,694,856.66

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REKAP SPORING



PEKERJAAN : RENOVASI LAB SPOORING BALANCING ( 3 LT )

LUAS : 455.28 M2


1 2 3

I PEKERJAAN LANTAI 1 A PEKERJAAN PERSIAPAN Rp. 35,181,571.18 B PEKERJAAN TANAH Rp. 7,417,278.64 C PEKERJAAN PONDASI DALAM Rp. 7,044,651.81 D PEKERJAAN BETON Rp. 249,445,830.49 E PEKERJAAN DINDING Rp. 51,478,051.43 F PEKERJAAN PINTU JENDELA Rp. 20,939,811.04 G PEKERJAAN PLAFOND Rp. 18,495,742.50 H PEKERJAAN LANTAI Rp. 36,798,776.78 I PEKERJAAN PENGECATAN Rp. 14,660,865.60 J PEKERJAAN FIXTURE TOILET & DRAINASE Rp. 3,999,000.00




III PEKERJAAN LANTAI 3 A PEKERJAAN BETON Rp. 216,365,089.68 B PEKERJAAN DINDING Rp. 67,675,345.42 C PEKERJAAN PINTU JENDELA Rp. 59,963,185.80 D PEKERJAAN PLAFOND Rp. 30,500,528.10 E PEKERJAAN LANTAI Rp. 30,238,174.85 F PEKERJAAN PENGECATAN Rp. 27,265,324.80 G PEKERJAAN FIXTURE TOILET Rp. 6,939,610.00


IV PEKERJAAN LAIN LAIN A PEKERJAAN RANGKA ATAP DAN PENUTUP ATAP Rp. 75,218,770.34 B PEKERJAAN TANDON AIR BAWAH 2,00x2,00x1,50 Rp. 19,155,427.28

PEKERJAAN LAIN LAIN Rp. 94,374,197.61

TOTAL PEKERJAAN GEDUNG LAB SPORING BALANSING Rp. 1,454,061,610.68

SPORING B 32 / 66


PEKERJAAN : RENOVASI LAB SPOORING BALANCING ( 3 LT )

LUAS : 455.28


(Rp)1 2 4 5 6I PEKERJAAN LANTAI 1 A PEKERJAAN PERSIAPAN 1 Pembongkaran atap bangunan lama lama 1.00 ls 13,650,000.00 13,650,000.00 2 Uitset dan Pasang Bouwplank 66.60 m' 56,792.36 3,782,371.18 3 Ijin Mendirikan Bangunan (IMB) 455.28 15,000.00 6,829,200.00 4 Air kerja 1.00 ls 10,920,000.00 10,920,000.00

35,181,571.18 B PEKERJAAN TANAH 1 Galian Tanah Pondasi 93.92 57,912.00 5,439,095.04 2 Urugan Pasir 7.40 143,020.00 1,058,348.00 3 Uruk tanah kembali 47.65 19,304.00 919,835.60





7,044,651.81 D PEKERJAAN BETON 1 Cor lantai kerja 5 Cm. (Poor, Sloop, Lantai, Rabat ) 3.55 460,145.92 1,633,518.02

2 Pondasi Poor PT. 1 ( 120x200x60) Beton cor K.225 10.50 600,857.75 6,309,006.34 Besi beton 945.63 kg 10,842.25 10,252,756.87 Bekisting 14.58 77,355.97 1,127,849.97

3 Pondasi Poor PT.2 Beton cor K.225 2.38 600,857.75 1,430,041.44 Besi beton 214.34 kg 10,842.25 2,323,927.87 Bekisting 4.06 77,355.97 314,065.22

4 Balok Sloof 20/40 (- 0,07) Beton cor K.225 4.86 600,857.75 2,920,168.65 Besi beton 1,042.18 kg 10,842.25 11,299,576.11 Bekisting 24.34 77,355.97 1,882,844.19

5 Kolom K1 A 40/60 (+ 4,50) Beton cor K.225 6.16 600,857.75 3,701,283.72 Besi beton 1,530.14 kg 10,842.25 16,590,160.42 Bekisting 53.24 171,396.60 9,125,154.98

6 Kolom K1 B 40/60 (+ 4,50) Beton cor K.225 6.16 600,857.75 3,701,283.72 Besi beton 1,358.22 kg 10,842.25 14,726,160.80 Bekisting 53.24 171,396.60 9,125,154.98

7 Kolom 15/30 Beton cor K.225 0.41 600,857.75 246,351.68 Besi beton 82.00 kg 10,842.25 889,064.50 Bekisting 8.96 171,396.60 1,535,713.54

8 Balok B4 15/30 (+ 4,43) Beton cor K.225 0.37 600,857.75 222,317.37 Besi beton 146.20 kg 10,842.25 1,585,136.95 Bekisting 3.73 192,136.62 716,669.59

9 Balok B3 20/40 (+ 4,43) Beton cor K.225 2.97 600,857.75 1,784,547.51 Besi beton 640.09 kg 10,842.25 6,940,015.80 Bekisting 29.72 192,136.62 5,710,300.35

10 Balok B2 25/50 (+ 4,43) Beton cor K.225 5.39 600,857.75 3,238,623.25 Besi beton 1,196.15 kg 10,842.25 12,968,957.34 Bekisting 45.31 192,136.62 8,705,710.25

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SPORING B 33 / 66


(Rp)1 2 4 5 611 Balok B1 35/70 (+ 4,43)

Beton cor K.225 4.54 600,857.75 2,727,894.17 Besi beton 971.11 kg 10,842.25 10,529,017.40 Bekisting 28.60 192,136.62 5,495,107.33

12 Balok B1.B (+ 4,43) Beton cor K.225 4.54 600,857.75 2,727,894.17 Besi beton 1,223.35 kg 10,842.25 13,263,866.54 Bekisting 28.60 192,136.62 5,495,107.33

13 Plat Lantai tbl 12 cm ( + 450 ) Beton cor K.225 14.01 600,857.75 8,418,017.03 Besi beton 1,681.20 kg 10,842.25 18,227,990.70 Bekisting 116.78 190,396.60 22,234,514.95

14 Balok latai 15/20 Beton cor K.175 0.14 510,729.08 71,502.07 Besi beton 28.00 kg 10,842.25 303,583.00 Bekisting 3.23 192,136.62 620,601.28

15 Beton tangga lantai I (+ 0,00 s/d + 4,50) Beton cor K.225 2.37 600,857.75 1,424,032.86 Besi beton 592.50 kg 10,842.25 6,424,033.13 Bekisting 18.86 162,096.85 3,057,146.59

16 Balok bordes tangga 20/30 Beton cor K.225 0.14 600,857.75 84,120.08 Besi beton 30.80 kg 10,842.25 333,941.30 Bekisting 1.62 192,136.62 311,261.32

17 Balok pembagi tembok 15/15 Beton cor K.175 0.06 510,729.08 30,643.75 Besi beton 10.80 kg 10,842.25 117,096.30 Bekisting 1.05 192,136.62 201,743.45

18 Kolom praktis 15/15 Beton cor K.175 0.36 510,729.08 183,862.47 Besi beton 64.80 kg 10,842.25 702,577.80 Bekisting 5.99 171,396.60 1,026,665.63

19 Lisplank 6/50 (teras depan) Beton cor K.175 0.30 510,729.08 153,218.73 Besi beton 36.00 kg 10,842.25 390,321.00 Bekisting 11.06 192,136.62 2,125,031.02

20 Beton rabat tebal 7 cm lebar 1 m/finish Beton cor 1:3:6 54.60 32,210.21 1,758,677.71

249,445,830.49

E PEKERJAAN DINDING

1 Pas Dind Trasram 1 : 2 7.11 74,008.89 526,203.17

2 Pasangan Bata Merah 1 : 5 115.20 66,567.73 7,668,601.92 3 Plesteran Dinding Trasram 1 : 2 14.22 56,549.58 804,134.96 4 Plesteran Beton 1 : 3 141.41 54,740.30 7,740,825.82 5 Plesteran Bata Merah 1 : 5 230.40 52,797.46 12,164,533.63 6 Benangan 1 : 4 369.35 m' 10,804.68 3,990,708.56 7 Pegangan Tangga pipa stenlis steel Tinggi 1.00 m 15.00 m' 925,000.00 13,875,000.00

8 Pasang dinding beton bergaris 15.00 162,787.10 2,441,806.50

9 Batu tempel ornamen bali 35x35 6.00 bh 225,000.00 1,350,000.00

10 Col-colan kusen pintu/jendela 1:4 84.80 m' 10,804.68 916,236.86

51,478,051.43

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SPORING B 34 / 66


(Rp)1 2 4 5 6F PEKERJAAN PINTU JENDELA 1 Kusen Kayu kamper 6/15 ( oven ) 46.84 m' 194,062.90 9,089,906.24

2 2.00 unit 2,269,950.00 4,539,900.00

3 2.00 unit 967,470.00 1,934,940.00

4 2.00 unit 967,470.00 1,934,940.00

5 Kaca mati 5 mm 5.70 132,000.00 752,400.00

6 Politur melamix kusen baru dan lama 57.04 m' 47,120.00 2,687,724.80

20,939,811.04 G PEKERJAAN PLAFOND 1 Plafond Gypsum Bangunan 137.82 114,750.00 15,814,845.00 2 Plafond Gypsum KM/WC 2.25 117,030.00 263,317.50 3 List Plafond Gypsum 10 cm 122.10 m' 19,800.00 2,417,580.00

18,495,742.50 H PEKERJAAN LANTAI 1 Keramik Lantai 40/40 KW 1 149.51 182,231.53 27,245,435.30 2 Tegel plin keramik 10/40 99.08 20,289.15 2,010,249.23 3 Plin keramik tangga 20/40 4.72 m' 36,446.31 172,026.56 4 Keramik tangga 30/40 KW 1 8.60 182,231.53 1,567,191.12 5 Dinding keramik 40/40 ornamen kolom, listplang teras 17.40 202,891.53 3,530,312.53 6 Kramik Lantai KM/WC 20/20 KW 1 2.25 166,031.53 373,570.93 7 Kramik Dinding KM/WC 20/25 KW 1 10.40 173,991.86 1,809,515.34 8 Border km/wc 5.20 m' 17,399.19 90,475.77

36,798,776.78 I PEKERJAAN PENGECATAN 1 Cat Tembok Interior (Mowilex/Setara) 208.22 25,440.00 5,297,116.80 2 Cat Plafond Interior (Mowilex/Setara) 140.07 25,440.00 3,563,380.80 3 Cat tembok eksterior 170.80 33,960.00 5,800,368.00

14,660,865.60

J PEKERJAAN FIXTURE TOILET & DRAINASE 1 Septicktank dan resapan 1.00 unit 3,999,000.00 3,999,000.00

3,999,000.00 PEKERJAAN LANTAI 1 445,461,579.45

II PEKERJAAN LANTAI 2 ( +4,50 s/d +8,50 ) A PEKERJAAN BETON 1 Kolom K IA (40/60)


2 Kolom K IB (40/60) Beton cor K.225 3.84 600,857.75 2,307,293.75 Besi beton 957.64 kg 10,842.25 10,382,972.29 Bekisting 30.40 171,396.60 5,210,456.64

3 Kolom 15/30 Beton cor K.225 0.72 600,857.75 432,617.58 Besi beton 144.00 kg 10,842.25 1,561,284.00 Bekisting 15.68 171,396.60 2,687,498.69

4 Kolom praktis 15/15 Beton cor K.175 1.60 510,729.08 817,166.54 Besi beton 288.00 kg 10,842.25 3,122,568.00 Bekisting 26.63 171,396.60 4,564,291.46

5 Plat Lantai Tebal 12 cm Beton cor K.225 14.01 600,857.75 8,418,017.03 Besi beton 1,681.20 kg 10,842.25 18,227,990.70 Bekisting 116.78 190,396.60 22,234,514.95

6 Balok B1 35/70 Beton cor K.225 9.19 600,857.75 5,521,882.69 Besi beton 1,965.74 kg 10,842.25 21,313,044.52 Bekisting 57.90 192,136.62 11,124,710.30




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SPORING B 35 / 66


(Rp)1 2 4 5 67 Balok B2 25/50


8 Balok B3 20/40 Beton cor K.225 5.45 600,857.75 3,274,674.72 Besi beton 971.11 kg 10,842.25 10,529,017.40 Bekisting 28.60 192,136.62 5,495,107.33

9 Balok B1.B (+ 4,43) Beton cor K.225 4.54 600,857.75 2,727,894.17 Besi beton 1,223.35 kg 10,842.25 13,263,866.54 Bekisting 28.60 192,136.62 5,495,107.33

10 Balok B4 15/30 Beton cor K.225 0.37 600,857.75 222,317.37 Besi beton 146.20 kg 10,842.25 1,585,136.95 Bekisting 3.73 192,136.62 716,669.59

11 Bordes tangga 20/30 Beton cor K.225 0.14 600,857.75 84,120.08 Besi beton 30.80 kg 10,842.25 333,941.30 Bekisting 1.62 192,136.62 311,261.32

12 Balok ring pagar 15/20 Beton cor K.175 0.23 510,729.08 117,467.69 Besi beton 34.50 kg 10,842.25 374,057.63 Bekisting 5.56 192,136.62 1,068,279.61

13 Beton tangga Lt. 2 (+ 4,50 s/d + 8,50) Beton cor K.225 2.37 600,857.75 1,424,032.86 Besi beton 592.50 kg 10,842.25 6,424,033.13 Bekisting 18.86 162,096.85 3,057,146.59

14 Lisplank beton 6/40 Beton cor K.175 0.52 510,729.08 265,579.12 Besi beton 62.40 kg 10,842.25 676,556.40 Bekisting 22.93 192,136.62 4,405,692.70


16 Balok puntir 15/30 Beton cor K.175 0.69 510,729.08 352,403.07 Besi beton 138.00 kg 10,842.25 1,496,230.50 Bekisting 13.12 192,136.62 2,520,832.45

17 Plat level 8 cm Beton cor K.175 1.74 510,729.08 888,668.61 Besi beton 208.80 kg 10,842.25 2,263,861.80 Bekisting 23.87 190,396.60 4,544,766.84

18 Meja Beton Beton cor K.175 0.08 510,729.08 40,858.33 Besi beton 9.60 kg 10,842.25 104,085.60 Bekisting 1.05 192,136.62 201,743.45

19 Balok pembagi tembok 15/15 Beton cor K.175 0.06 510,729.08 30,643.75 Besi beton 10.80 kg 10,842.25 117,096.30 Bekisting 1.05 192,136.62 201,743.45

20 Screed plat level 21.57 69,311.18 1,495,042.04 21 Water profing plat atap plat leuvel dan km/wc 27.10 44,540.00 1,207,034.00

245,304,645.64

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SPORING B 36 / 66


(Rp)1 2 4 5 6B PEKERJAAN DINDING 1 Pas Dind Trasram 1 : 2 36.46 74,008.89 2,698,363.95 2 Pasangan Bata Merah 1 : 5 221.22 66,567.73 14,726,112.12 3 Plesteran Bata Merah 1 : 2 72.92 56,549.58 4,123,595.01 4 Plesteran Beton 1 : 3 165.07 54,740.30 9,035,981.32 5 Plesteran Bata Merah 1 : 5 442.44 52,797.46 23,359,705.99 6 Benangan 1 : 4 531.35 m' 10,804.68 5,741,066.72 7 Pegangan Tangga Tinggi 1.00 m 15.00 m' 925,000.00 13,875,000.00 8 Ornamen dinding bali depan 2,00 x 6,50 1.00 bh 1,067,435.85 1,067,435.85 9 Pasang dinding beton bergaris 12.00 162,787.10 1,953,445.20 10 Dinding partisi gybsum board 27.52 169,400.00 4,661,888.00 11 Plin dinding partisi 10 cm 14.60 m' 25,410.00 370,986.00 12 Col-colan kusen pintu/jendela 218.40 10,804.68 2,359,742.11

83,973,322.27

C PEKERJAAN PINTU JENDELA

1 Kusen Kayu kamper 6/15 ( oven ) 102.00 m' 194,062.90 19,794,415.80

2 2.00 unit 2,269,950.00 4,539,900.00

3 1.00 unit 2,269,950.00 2,269,950.00

4 2.00 unit 2,269,950.00 4,539,900.00

5 28.00 unit 769,770.00 21,553,560.00

6 4.00 unit 569,595.00 2,278,380.00

7 Politur melamix kusen 102.00 m' 47,120.00 4,806,240.00 8 Kaca mati 5 mm 14.60 132,000.00 1,927,200.00

61,709,545.80 D PEKERJAAN PLAFOND 1 Plafond Gypsum Bangunan 134.91 117,030.00 15,788,517.30 2 Plafond Gypsum KM/WC 5.35 114,750.00 613,912.50 3 List Plafond Gypsum 10 cm 151.50 m' 19,800.00 2,999,700.00

19,402,129.80 E PEKERJAAN LANTAI 1 Keramik Lantai 40/40 KW 1 137.72 182,231.53 25,096,925.62 2 Kramik Lantai KM/WC 20/20 KW 1 5.35 166,031.53 888,268.66 3 Kramik Dinding KM/WC 20/25 KW 1 10.15 173,991.86 1,766,017.38 4 keramik tangga 30/40 8.60 182,231.53 1,567,191.12 5 Plin keramik tangga 20/40 4.72 121,487.68 573,421.87 6 Step nossing 23.60 m' 34,487.07 813,894.91 7 Border KM/WC 10 cm 11.75 m' 20,289.15 238,397.54 8 Tegel plin keramik 10/40 91.26 m' 20,289.15 1,851,588.06 9 Keramik meja beton 2.23 166,031.53 370,250.30

33,165,955.45 F PEKERJAAN PENGECATAN 1 Cat Tembok Interior (Mowilex/Setara) 386.44 25,440.00 9,831,033.60 2 Cat Plafond Interior (Mowilex/Setara) 140.26 25,440.00 3,568,214.40 3 Cat tembok eksterior 293.99 33,960.00 9,983,900.40 4 Cat dinding partisi interior 55.04 25,440.00 1,400,217.60

24,783,366.00

G PEKERJAAN FIXTURE TOILET

1 Closet duduk komplit 2.00 bh 1,709,250.00 3,418,500.00 2 Soap holder 2.00 bh 117,805.00 235,610.00 3 Floor Drain SS 2.00 bh 101,655.00 203,310.00 4 Tissu Holder 2.00 bh 102,005.00 204,010.00 5 Wastafel TOTO L 546 (setara) 1.00 bh 2,320,870.00 2,320,870.00 6 Hand shower 2.00 bh 178,655.00 357,310.00 7 Cermin 1,00 x 1,00 m 1.00 bh 200,000.00 200,000.00

6,939,610.00 PEKERJAAN LANTAI 2 ( +4,50 s/d +8,50 ) 475,278,574.96

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SPORING B 37 / 66


(Rp)1 2 4 5 6III PEKERJAAN LANTAI 3 A PEKERJAAN BETON

1 Kolom K IA (40/60)


2 Kolom K IB (40/60) Beton cor K.225 4.26 600,857.75 2,559,654.00 Besi beton 936.20 kg 10,842.25 10,150,514.45 Bekisting 36.94 171,396.60 6,331,390.40

3 Kolom 15/30

Beton cor K.225 0.23 600,857.75 138,197.28 Besi beton 46.00 kg 10,842.25 498,743.50 Bekisting 5.89 171,396.60 1,009,525.97

4 Kolom praktis 15/15

Beton cor K.175 1.64 510,729.08 837,595.70 Besi beton 295.20 kg 10,842.25 3,200,632.20 Bekisting 27.33 171,396.60 4,684,269.08

5 Balok pembagi tembok Beton cor K.175 0.06 510,729.08 30,643.75 Besi beton 10.80 kg 10,842.25 117,096.30 Bekisting 1.05 192,136.62 201,743.45

6 Balok atap B1 35/70 Beton cor K.225 4.54 600,857.75 2,727,894.17

Besi beton 971.11 kg 10,842.25 10,529,017.40

Bekisting 28.60 192,136.62 5,495,107.33

7 Balok atap B1.B 35/70 Beton cor K.225 4.54 600,857.75 2,727,894.17 Besi beton 1,223.35 kg 10,842.25 13,263,866.54 Bekisting 28.60 192,136.62 5,495,107.33

8 Balok atap B2 25/50 Beton cor K.225 1.60 600,857.75 961,372.39 Besi beton 355.07 kg 10,842.25 3,849,757.71 Bekisting 14.83 192,136.62 2,849,386.07

9 Balok atap B3 20/40 Beton cor K.225 0.69 600,857.75 414,591.85 Besi beton 148.71 kg 10,842.25 1,612,351.00 Bekisting 7.29 192,136.62 1,400,675.96

10 Balok ring pagar 15/20 Beton cor K.175 0.23 510,729.08 117,467.69 Besi beton 34.50 kg 10,842.25 374,057.63 Bekisting 5.56 192,136.62 1,068,279.61

11 Ringbalk 20/40 Beton cor K.225 3.86 600,857.75 2,319,310.90 Besi beton 555.84 kg 10,842.25 6,026,556.24 Bekisting 38.65 192,136.62 7,426,080.36

12 Ringbalk 15/15 Beton cor K.175 0.20 510,729.08 102,145.82 Besi beton 36.00 kg 10,842.25 390,321.00 Bekisting 3.30 192,136.62 634,050.85


14 Lisplank Beton 6/40 Beton cor K.175 0.52 510,729.08 265,579.12 Besi beton 62.40 kg 10,842.25 676,556.40 Bekisting 22.93 192,136.62 4,405,692.70

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SPORING B 38 / 66


(Rp)1 2 4 5 615 Plat level 8 cm

Beton cor K.175 1.74 510,729.08 888,668.61 Besi beton 208.80 kg 10,842.25 2,263,861.80 Bekisting 23.87 190,396.60 4,544,766.84

16 Balok 15/30 puntir Beton cor K.175 0.69 510,729.08 352,403.07 Besi beton 138.00 kg 10,842.25 1,496,230.50 Bekisting 13.12 192,136.62 2,520,832.45

17 Plat Lantai Tebal 12 cm Beton cor K.225 14.01 600,857.75 8,418,017.03 Besi beton 1,681.20 kg 10,842.25 18,227,990.70 Bekisting 116.78 190,396.60 22,234,514.95

18 Plat atap 10 cm Beton cor K.225 3.86 600,857.75 2,319,310.90 Besi beton 555.84 kg 10,842.25 6,026,556.24 Bekisting 38.65 190,396.60 7,358,828.59

19 Meja Beton Beton cor K.175 0.08 510,729.08 40,858.33 Besi beton 9.60 kg 10,842.25 104,085.60 Bekisting 1.05 192,136.62 201,743.45

20 Screed atap + plat level & km/wc 72.02 69,311.18 4,991,790.82

21 Waterprofing 72.02 44,540.00 3,207,770.80

216,365,089.68

B PEKERJAAN DINDING

1 pasangan dinding Tasram 1:2 36.46 74,008.89 2,698,363.95

2 Pasangan Bata Merah 1 : 5 229.77 66,567.73 15,295,266.17

3 Plesteran Dinding Trasram 1 : 2 72.92 56,549.58 4,123,595.01

4 Plesteran Beton 1 : 3 138.51 54,740.30 7,582,078.95

5 Plesteran Bata Merah 1 : 5 459.54 m' 52,797.46 24,262,542.47

6 Benangan 360.88 10,804.68 3,899,192.92

7 Pasang dinding beton bergaris 11.85 162,787.10 1,929,027.14

8 Dinding Partisi Gybsum board + Rangka 27.52 169,400.00 4,661,888.00

Plin dinding partisi 10 cm 14.60 m' 25,410.00 370,986.00

9 Ornamen dinding bali 1,00 x 1,00 3.00 bh 164,220.90 492,662.70

10 Col-colan kusen pintu/jendela 218.40 m' 10,804.68 2,359,742.11 67,675,345.42

C PEKERJAAN PINTU JENDELA 1 Kusen Kayu kamper 6/15 ( oven ) 102.00 m' 194,062.90 19,794,415.80

2 2.00 unit 2,269,950.00 4,539,900.00

3 1.00 unit 2,269,950.00 2,269,950.00

4 2.00 unit 2,269,950.00 4,539,900.00

5 28.00 unit 769,770.00 21,553,560.00

6 4.00 unit 569,595.00 2,278,380.00


8 Kaca mati 5 mm 1.37 132,000.00 180,840.00

59,963,185.80 D PEKERJAAN PLAFOND 1 Plafond Gypsum Bangunan + Rangka 217.52 m' 117,030.00 25,456,365.60 2 Plafond Gypsum + Rangka ( KM/WC ) 5.35 114,750.00 613,912.50

3 List Plafond gypsum 10 cm 223.75 19,800.00 4,430,250.00

30,500,528.10 E PEKERJAAN LANTAI

1 Keramik Lantai 40/40 KW 1 134.72 182,231.53 24,550,231.05

2 Kramik Lantai KM/WC 20/20 KW 1 5.35 166,031.53 888,268.66

3 Kramik Dinding KM/WC 20/25 KW 1 10.15 173,991.86 1,766,017.38

4 Plin keramik tangga 20/40 4.72 121,487.68 573,421.87 5 Border KM/WC 10 cm 11.75 m' 20,289.15 238,397.54 6 Tegel plin keramik 10/40 91.26 m' 20,289.15 1,851,588.06

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SPORING B 39 / 66


(Rp)1 2 4 5 6

7 Keramik meja beton 2.23 166,031.53 370,250.30

30,238,174.85

m2

SPORING B 40 / 66


(Rp)1 2 4 5 6F PEKERJAAN PENGECATAN

1 Cat Tembok Interior (Mowilex/Setara) 388.99 25,440.00 9,895,905.60

2 Cat Plafond Interior (Mowilex/Setara) 222.87 25,440.00 5,669,812.80

3 Cat Tembok Exterior(Dulux WS/Setara) 281.98 33,960.00 9,576,040.80

4 Cat Dinding Partisi interior 55.04 25,440.00 1,400,217.60

5 Cat lisplang 21.30 33,960.00 723,348.00

27,265,324.80 G PEKERJAAN FIXTURE TOILET 1 Closet duduk komplit 2.00 bh 1,709,250.00 3,418,500.00 2 Soap holder 2.00 bh 117,805.00 235,610.00 3 Floor Drain SS 2.00 bh 101,655.00 203,310.00 4 Tissu Holder 2.00 bh 102,005.00 204,010.00 5 Wastafel TOTO L 546 (setara) 1.00 bh 2,320,870.00 2,320,870.00 6 Hand shower 2.00 bh 178,655.00 357,310.00 7 Cermin 1,00 x 1,00 m 1.00 bh 200,000.00 200,000.00

6,939,610.00 PEKERJAAN LANTAI 3 438,947,258.65

III PEKERJAAN ATAP A PEKERJAAN RANGKA ATAP DAN PENUTUP ATAP

1 Rangka atap baja ringan galvalum 207.75 186,440.00 38,732,910.00 Rangka C. 800.350.50.1 Remg 290.200.0,65

2 Pasang genteng bali 207.75 110,953.00 23,050,485.75 3 Pasang genteng bubung 39.09 m' 130,473.64 5,100,214.59 4 Ornamen bubungan 6.00 bh 193,240.00 1,159,440.00 5 Lisplang kayu kamper oven 3/30 53.25 m' 100,000.00 5,325,000.00 6 Roof drains 4.00 bh 93,750.00 375,000.00 7 Corong talang PVC dia 4" 24.00 m' 61,488.33 1,475,720.00



19,155,427.28 PEKERJAAN ATAP 94,374,197.61

TOTAL PEKERJAAN GEDUNG LAB SPOORING BALANCING 3 LANTAI 1,454,061,610.68

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REKAP LOVINA



PEKERJAAN : RENOVASI MESS LOVINA ( 2 LANTAI )

LUAS : 588.60 M2


1 2 3

I PEKERJAAN LANTAI 1 A PEKERJAAN PERSIAPAN Rp. 35,893,897.12 B PEKERJAAN TANAH Rp. 26,561,823.88 C PEKERJAAN PONDASI BATU BELAH Rp. 32,812,110.14 D PEKERJAAN BETON Rp. 549,149,293.03 E PEKERJAAN DINDING Rp. 184,915,468.02 F PEKERJAAN PINTU JENDELA Rp. 126,857,856.33 G PEKERJAAN PLAFOND Rp. 39,081,013.20 H PEKERJAAN LANTAI Rp. 78,177,518.51 I PEKERJAAN PENGECATAN Rp. 60,482,646.00 J PEKERJAAN FIXTURE TOILET & DRAINASE Rp. 27,909,560.00




II PEKERJAAN LANTAI 3 A PEKERJAAN BETON Rp. 19,863,066.35 B PEKERJAAN PENGECATAN Rp. 5,143,204.80


III PEKERJAAN ATAP A PEKERJAAN RANGKA ATAP DAN PENUTUP ATAP Rp. 2,874,130.00 B PEKERJAAN TANDON AIR BAWAH 2,00x2,00x1,50 Rp. 19,155,427.28

PEKERJAAN ATAP Rp. 22,029,557.28

TOTAL PEKERJAAN GEDUNG MESS LOVINA Rp. 2,254,536,176.13

DAFTAR ANALISA




LUAS : 588.60 M2

NO JENIS PEKERJAAN

1 2

I PEKERJAAN LANTAI 1 A PEKERJAAN PERSIAPAN B PEKERJAAN TANAH C PEKERJAAN PONDASI BATU BELAH D PEKERJAAN BETON E PEKERJAAN DINDING F PEKERJAAN PINTU JENDELA G PEKERJAAN PLAFOND H PEKERJAAN LANTAI I PEKERJAAN PENGECATAN J PEKERJAAN FIXTURE TOILET & DRAINASE K PEKERJAAN ATAP L PEKERJAAN TANDON AIR BAWAH 2,00x2,00x1,50

TOTAL PEKERJAAN GEDUNG MESS LOVINA


JENIS PEKERJAAN JUMLAH HARGA

2 3

PEKERJAAN LANTAI 1 PEKERJAAN PERSIAPAN Rp. 35,893,897.12 PEKERJAAN TANAH Rp. 26,561,823.88 PEKERJAAN PONDASI BATU BELAH Rp. 32,812,110.14 PEKERJAAN BETON Rp. 1,002,102,366.62 PEKERJAAN DINDING Rp. 392,235,386.49 PEKERJAAN PINTU JENDELA Rp. 283,312,072.33 PEKERJAAN PLAFOND Rp. 80,481,663.30 PEKERJAAN LANTAI Rp. 160,772,338.97 PEKERJAAN PENGECATAN Rp. 123,270,235.20 PEKERJAAN FIXTURE TOILET & DRAINASE Rp. 89,921,520.00 PEKERJAAN ATAP Rp. 2,874,130.00 PEKERJAAN TANDON AIR BAWAH 2,00x2,00x1,50 Rp. 19,155,427.28

Rp. 2,249,392,971.33


PROYEK : PENGEMBANGAN BP2TD BALI PEKERJAAN : RENOVASI MESS LOVINA ( 2 LANTAI ) LUAS : 588.60 M2

JENIS PEKERJAANNO

1 2A PEKERJAAN BETON B PEKERJAAN DINDING C PEKERJAAN PINTU JENDELA D PEKERJAAN LANTAI E PEKERJAAN PENGECATAN F PEKERJAAN FIXTURE TOILET & DRAINASE G PEKERJAAN PLAFOND H PEKERJAAN PERSIAPAN I PEKERJAAN PONDASI BATU BELAH J PEKERJAAN TANAH K PEKERJAAN TANDON AIR BAWAH 2,00x2,00x1,50 L PEKERJAAN ATAP

TOTAL PEKERJAAN GEDUNG MESS LOVINA

A B C D E F G H I J K L0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

44.55%

61.99%

74.58%

81.73%

87.21%

91.21%94.79%

96.38% 97.84% 99.02% 99.87% 100.00%DIAGRAM PARETO

PEKERJAAN

PRO

SEN

TASE


10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

44.55%

61.99%

74.58%

81.73%

87.21%

91.21%94.79%

96.38% 97.84% 99.02% 99.87% 100.00%DIAGRAM PARETO

PEKERJAAN

PRO

SEN

TASE

JENIS PEKERJAAN JUMLAH HARGA JUMLAH KOMULATIF HARGAPROSENTASE (%)

3Rp. ### Rp. 1,002,102,366.62 44.55%Rp. 392,235,386.49 Rp. 1,394,337,753.11 61.99%Rp. 283,312,072.33 Rp. 1,677,649,825.44 74.58%Rp. 160,772,338.97 Rp. 1,838,422,164.42 81.73%Rp. 123,270,235.20 Rp. 1,961,692,399.62 87.21%Rp. 89,921,520.00 Rp. 2,051,613,919.62 91.21%Rp. 80,481,663.30 Rp. 2,132,095,582.92 94.79%Rp. 35,893,897.12 Rp. 2,167,989,480.04 96.38%Rp. 32,812,110.14 Rp. 2,200,801,590.18 97.84%Rp. 26,561,823.88 Rp. 2,227,363,414.06 99.02%Rp. 19,155,427.28 Rp. 2,246,518,841.33 99.87%Rp. 2,874,130.00 Rp. 2,249,392,971.33 100.00%

Rp. ###


10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

44.55%

61.99%

74.58%

81.73%

87.21%

91.21%94.79%

96.38% 97.84% 99.02% 99.87% 100.00%DIAGRAM PARETO

PEKERJAAN

PRO

SEN

TASE


10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

44.55%

61.99%

74.58%

81.73%

87.21%

91.21%94.79%

96.38% 97.84% 99.02% 99.87% 100.00%DIAGRAM PARETO

PEKERJAAN

PRO

SEN

TASE

PROSENTASE (%)

44.55%61.99%74.58%81.73%87.21%91.21%94.79%96.38%97.84%99.02%99.87%100.00%


10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

44.55%

61.99%

74.58%

81.73%

87.21%

91.21%94.79%

96.38% 97.84% 99.02% 99.87% 100.00%DIAGRAM PARETO

PEKERJAAN

PRO

SEN

TASE


10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

44.55%

61.99%

74.58%

81.73%

87.21%

91.21%94.79%

96.38% 97.84% 99.02% 99.87% 100.00%DIAGRAM PARETO

PEKERJAAN

PRO

SEN

TASE

LOVINA 51 / 66



LUAS : 588.60


(Rp)1 2 4 5 6I PEKERJAAN LANTAI 1 A PEKERJAAN PERSIAPAN 1 Pembongkaran bangunan lama 1.00 ls 12,740,000.00 12,740,000.00 2 Uitset dan Pasang Bouwplank 92.00 m' 56,792.36 5,224,897.12 3 Ijin Mendirikan Bangunan (IMB) 588.60 15,000.00 8,829,000.00 4 Air kerja 1.00 ls 9,100,000.00 9,100,000.00

35,893,897.12 B PEKERJAAN TANAH 1 Galian Tanah Pondasi 241.90 57,912.00 14,008,912.80 2 Urugan Pasir 75.35 143,020.00 10,776,557.00 3 Uruk tanah kembali 92.02 19,304.00 1,776,354.08





4 Pondasi batu merah 1:5 9.12 532,541.80 4,856,781.22

32,812,110.14 D PEKERJAAN BETON 1 Cor lantai kerja 5 Cm. (Poor, Sloop, Lantai, Rabat ) 19.52 460,145.92 8,982,048.36

2 Pondasi Poor PT. 1 27,055,132.19 Beton cor K.225 15.37 600,857.75 9,235,183.56 Besi beton 1,384.22 kg 10,842.25 15,008,059.30 Bekisting 36.35 77,355.97 2,811,889.33

3 Pondasi Poor Tangga 1,589,048.21 Beton cor K.225 0.96 600,857.75 576,823.44 Besi beton 86.51 kg 10,842.25 937,963.05 Bekisting 0.96 77,355.97 74,261.73

4 Balok Sloof 20/40 (- 0,07) 41,113,870.36 Beton cor K.225 12.25 600,857.75 7,360,507.39 Besi beton 2,239.42 kg 10,842.25 24,280,351.50 Bekisting 122.46 77,355.97 9,473,011.47

5 Kolom K1 A 40/60 (+ 4,50) 119,296,305.55 Beton cor K.225 24.96 600,857.75 14,997,409.35 Besi beton 6,200.04 kg 10,842.25 67,222,383.69 Bekisting 216.32 171,396.60 37,076,512.51

6 Kolom 15/30 1,084,998.41 Beton cor K.225 0.15 600,857.75 90,128.66 Besi beton 29.00 kg 10,842.25 314,425.25 Bekisting 3.97 171,396.60 680,444.50

7 Balok B3 20/40 (+ 4,43) 51,912,883.21 Beton cor K.225 10.18 600,857.75 6,116,731.86 Besi beton 2,280.21 kg 10,842.25 24,722,606.87 Bekisting 109.68 192,136.62 21,073,544.48

8 Balok B3.A 20/40 (+ 4,43) 1,255,692.45 Beton cor K.225 0.26 600,857.75 156,223.01 Besi beton 56.04 kg 10,842.25 607,599.69 Bekisting 2.56 192,136.62 491,869.75


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LOVINA 52 / 66


(Rp)1 2 4 5 6


11 Balok konsol (+ 4,43) 1,030,493.02 Beton cor K.225 0.22 600,857.75 132,188.70 Besi beton 47.41 kg 10,842.25 514,031.07 Bekisting 2.00 192,136.62 384,273.24

12 Plat Lantai tbl 10 cm ( + 450 ) 77,061,790.05 Beton cor K.225 22.09 600,857.75 13,272,947.62 Besi beton 2,650.80 kg 10,842.25 28,740,636.30 Bekisting 184.08 190,396.60 35,048,206.13

13 Balok latai 15/20 3,530,054.35 Beton cor K.175 0.49 510,729.08 250,257.25 Besi beton 98.00 kg 10,842.25 1,062,540.50 Bekisting 11.54 192,136.62 2,217,256.59

14 Balok latai 15/30 1,569,208.82 Beton cor K.175 0.23 510,729.08 117,467.69 Besi beton 46.00 kg 10,842.25 498,743.50 Bekisting 4.96 192,136.62 952,997.64

15 Balok puntir 15/30 18,018,164.32 Beton cor K.175 1.24 510,729.08 633,304.06 Besi beton 1,188.94 kg 10,842.25 12,890,784.72 Bekisting 23.39 192,136.62 4,494,075.54

16 Plat level 8 cm 21,096,599.56 Beton cor K.175 4.17 510,729.08 2,129,740.28 Besi beton 834.00 kg 10,842.25 9,042,436.50 Bekisting 52.13 190,396.60 9,924,422.78

17 Balok gantung plat level 15/60 8,060,548.81 Beton cor K.225 1.33 600,857.75 799,140.80 Besi beton 332.50 kg 10,842.25 3,605,048.13 Bekisting 19.03 192,136.62 3,656,359.88

18 Lisplank 6/50 (tangga) 239,985.24 Beton cor K.175 0.03 510,729.08 15,321.87 Besi beton 3.00 kg 10,842.25 32,526.75 Bekisting 1.00 192,136.62 192,136.62

19 Beton tangga lantai I (+ 0,00 s/d + 4,50) 13,051,610.78 Beton cor K.225 2.70 600,857.75 1,622,315.92 Besi beton 675.00 kg 10,842.25 7,318,518.75 Bekisting 25.36 162,096.85 4,110,776.12

20 Balok pembagi tembok 15/15 4,538,733.88 Beton cor K.175 0.80 510,729.08 408,583.27 Besi beton 144.00 kg 10,842.25 1,561,284.00 Bekisting 13.37 192,136.62 2,568,866.61

21 Kolom praktis 15/15 26,963,618.58 Beton cor K.175 5.07 510,729.08 2,589,396.46 Besi beton 912.60 kg 10,842.25 9,894,637.35 Bekisting 84.48 171,396.60 14,479,584.77

22 Beton rabat tebal 7 cm lebar 1 m/finish 180,699.30 Beton cor 1:3:6 5.61 32,210.21 180,699.30

23 Screed plat level 58.78 69,311.18 4,074,110.87 24 Water profing plat atap plat leuvel dan km/wc 58.78 44,540.00 2,618,061.20

549,149,293.03

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LOVINA 53 / 66


(Rp)1 2 4 5 6E PEKERJAAN DINDING 1 Pas Dind Trasram 1 : 2 133.01 74,008.89 9,843,921.79 2 Pasangan Bata Merah 1 : 5 666.19 66,567.73 44,346,752.72 3 Plesteran Dinding Trasram 1 : 2 178.02 56,549.58 10,066,955.34 4 Plesteran Beton 1 : 3 313.63 54,740.30 17,168,200.29 5 Plesteran Bata Merah 1 : 5 1,332.38 52,797.46 70,346,273.09 6 Benangan 1 : 4 750.65 m' 10,804.68 8,110,533.04 7 Pegangan Tangga pipa stenlis steel Tinggi 1.00 m 17.20 m' 925,000.00 15,910,000.00 8 Pasang dinding ornamen batu kali 18.70 162,787.10 3,044,118.77 9 Plester ban banan 10 cm 11.00 m' 21,609.36 237,702.96

10 Col-colan kusen pintu/jendela 1:4 540.60 m' 10,804.68 5,841,010.01

184,915,468.02 F PEKERJAAN PINTU JENDELA 1 Kusen Kayu kamper 6/15 ( oven ) 227.70 m' 194,062.90 44,188,122.33

2 9.00 unit 2,269,950.00 20,429,550.00

3 2.00 unit 2,269,950.00 4,539,900.00

3 8.00 unit 2,269,950.00 18,159,600.00

4 2.00 unit 924,620.00 1,849,240.00

5 22.00 unit 842,820.00 18,542,040.00

1.00 unit 788,720.00 788,720.00

6 9.00 unit 603,920.00 5,435,280.00

7 Politur melamix kusen baru dan lama 227.70 m' 47,120.00 10,729,224.00 8 Roster papan kayu 2 cm ( 20 x 40 ) 9.00 bh 244,020.00 2,196,180.00

126,857,856.33 G PEKERJAAN PLAFOND 1 Plafond Gypsum Bangunan 254.26 114,750.00 29,176,335.00 2 Plafond Gypsum KM/WC 17.94 117,030.00 2,099,518.20 3 List Plafond Gypsum 10 cm 394.20 m' 19,800.00 7,805,160.00

39,081,013.20 H PEKERJAAN LANTAI 1 Keramik Lantai 40/40 KW 1 280.81 182,231.53 51,172,434.54 2 Kramik Lantai KM/WC 20/20 KW 1 17.94 166,031.53 2,978,605.56 3 Kramik Dinding KM/WC 20/25 KW 1 88.00 173,991.86 15,311,283.68 4 Border km/wc 10 cm 49.00 m' 17,399.19 852,560.11 5 Tegel plin keramik 10/40 182.05 20,289.15 3,693,640.21 6 keramik tangga 20/40 13.20 121,487.68 1,603,637.42 7 keramik 30/40 ( trap teras ) 8.40 182,231.53 1,530,744.81 8 Stop nosing 30.00 m' 34,487.07 1,034,612.18

78,177,518.51 I PEKERJAAN PENGECATAN 1 Cat Tembok Interior (Mowilex/Setara) 1,083.74 25,440.00 27,570,345.60 2 Cat Plafond Interior (Mowilex/Setara) 272.80 25,440.00 6,940,032.00 3 Cat tembok eksterior 764.79 33,960.00 25,972,268.40

60,482,646.00

J PEKERJAAN FIXTURE TOILET & DRAINASE

1 Closet duduk komplit 8.00 bh 1,709,250.00 13,674,000.00

2 Soap holder 8.00 bh 117,805.00 942,440.00

3 Floor Drain SS 8.00 bh 101,655.00 813,240.00

4 Tissu Holder 8.00 bh 102,005.00 816,040.00

5 Hand shower 8.00 bh 178,655.00 1,429,240.00

6 Kran air 8.00 bh 79,575.00 636,600.00

7 Cermin 1,00 x 1,00 m 8.00 bh 200,000.00 1,600,000.00 8 Septicktank dan resapan 2.00 unit 3,999,000.00 7,998,000.00

27,909,560.00 PEKERJAAN LANTAI 1 1,161,841,186.22

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m2

Daun pintu panel kayu kamper ( 80 x 220 ) finish politur melamix P2, P2', P3'

Daun pintu kayu kamper oven panel kc ryben 6 mm ( 80 x 220 ) finish politur melamix P1

Daun pintu panel kayu kamper ( 70x220 ) km/wc finish politur melamix ( bagian dalm lapis aluminium)





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LOVINA 54 / 66


(Rp)1 2 4 5 6

II PEKERJAAN LANTAI 2

A PEKERJAAN BETON 1 Kolom K I (40/60) 82,589,800.04


2 Kolom praktis 15/15 37,226,324.05 Beton cor K.175 7.00 510,729.08 3,575,103.59 Besi beton 1,260.00 kg 10,842.25 13,661,235.00 Bekisting 116.63 171,396.60 19,989,985.46

3 Balok B3.20/40 52,153,226.31 Beton cor K.225 10.58 600,857.75 6,357,074.96 Besi beton 2,280.21 kg 10,842.25 24,722,606.87 Bekisting 109.68 192,136.62 21,073,544.48

4 Balok B3A.20/40 1,255,692.45 Beton cor K.225 0.26 600,857.75 156,223.01 Besi beton 56.04 kg 10,842.25 607,599.69 Bekisting 2.56 192,136.62 491,869.75

5 Balok B2. 35/80 35,247,969.14 Beton cor K.225 9.63 600,857.75 5,786,260.10 Besi beton 1,613.99 kg 10,842.25 17,499,283.08 Bekisting 62.26 192,136.62 11,962,425.96

6 Balok B1. 40/90 79,105,010.29 Beton cor K.225 22.36 600,857.75 13,435,179.21 Besi beton 3,855.53 kg 10,842.25 41,802,620.14 Bekisting 124.22 192,136.62 23,867,210.94

7 Plat Lantai Tebal 12 cm ( + 8,90 ) 77,062,424.70 Beton cor K.225 22.09 600,857.75 13,272,947.62 Besi beton 2,650.80 kg 10,842.25 28,740,636.30

Bekisting 184.08 190,396.60 35,048,840.78

8 Beton tangga 13,727,556.49 Beton cor K.225 2.84 600,857.75 1,706,436.00 Besi beton 710.00 kg 10,842.25 7,697,997.50

Bekisting 26.67 162,096.85 4,323,122.99

9 Lisplank beton 6/50 239,985.24 Beton cor K.175 0.03 510,729.08 15,321.87 Besi beton 3.00 kg 10,842.25 32,526.75 Bekisting 1.00 192,136.62 192,136.62

10 Balok latai 15/20 5,028,808.04 Beton cor K.175 0.89 510,729.08 454,548.89 Besi beton 138.00 kg 10,842.25 1,496,230.50 Bekisting 16.02 192,136.62 3,078,028.65

11 Balok puntir 15/30 10,284,869.80 Beton cor K.175 1.63 510,729.08 832,488.41 Besi beton 326.00 kg 10,842.25 3,534,573.50 Bekisting 30.80 192,136.62 5,917,807.90

12 Plat level 8 cm 16,058,642.80 Beton cor K.175 4.04 510,729.08 2,063,345.50 Besi beton 404.00 kg 10,842.25 4,380,269.00 Bekisting 50.50 190,396.60 9,615,028.30

13 Balok pembagi tembok 15/15 7,119,731.14 Beton cor K.175 1.24 510,729.08 633,304.06 Besi beton 233.20 kg 10,842.25 2,528,412.70 Bekisting 20.60 192,136.62 3,958,014.37

14 Screed atap + plat level 52.13 69,311.18 3,613,191.55 15 Water profing 277.88 44,540.00 12,376,775.20

433,090,007.24

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LOVINA 55 / 66


(Rp)1 2 4 5 6B PEKERJAAN DINDING 1 Pas Dind Trasram 1 : 2 172.27 74,008.89 12,749,510.62 2 Pasangan Bata Merah 1 : 5 670.22 66,567.73 44,615,020.65 3 Plesteran Bata Merah 1 : 2 223.54 56,549.58 12,641,092.00 4 Plesteran Beton 1 : 3 371.08 54,740.30 20,313,030.52 5 Plesteran Bata Merah 1 : 5 1,330.99 52,797.46 70,272,884.63 6 Benangan 1 : 4 772.90 m' 10,804.68 8,350,937.17 7 Pegangan Tangga Tinggi 1.00 m 26.00 m' 925,000.00 24,050,000.00 8 Pagar void tinggi 1 m 8.10 m' 925,000.00 7,492,500.00 9 Ornamen dinding bali depan 9.54 82,123.45 783,457.71

10 Plester ban banan 10 cm 4.50 m' 21,609.36 97,242.12 11 Col-colan kusen pintu/jendela 551.08 10,804.68 5,954,243.05

207,319,918.48 C PEKERJAAN PINTU JENDELA 1 Kusen Kayu kamper 6/15 ( oven ) 273.33 m' 194,062.90 53,043,859.33

2 12.00 unit 2,269,950.00 27,239,400.00

3 11.00 unit 2,269,950.00 24,969,450.00

4 6.00 unit 769,770.00 4,618,620.00

5 22.00 769,770.00 16,934,940.00

6 12.00 unit 603,920.00 7,247,040.00

7 11.00 unit 571,520.00 6,286,720.00

8 6.00 unit 539,120.00 3,234,720.00


156,454,216.00 D PEKERJAAN PLAFOND 1 Plafond Gypsum Bangunan 248.92 117,030.00 29,131,107.60 2 Plafond Gypsum KM/WC 24.67 114,750.00 2,830,882.50 3 List Plafond Gypsum 10 cm 476.70 m' 19,800.00 9,438,660.00

41,400,650.10 E PEKERJAAN LANTAI 1 Keramik Lantai 40/40 KW 1 242.71 182,231.53 44,229,413.43 2 Kramik Lantai KM/WC 20/20 KW 1 24.67 166,031.53 4,095,997.72 3 Kramik Dinding KM/WC 20/25 KW 1 121.00 173,991.86 21,053,015.06 4 keramik tangga 20/40 16.25 121,487.68 1,974,174.85 5 Border KM/WC 10 cm 60.50 m' 20,289.15 1,227,493.73 6 Tegel plin keramik 10/40 493.60 m' 20,289.15 10,014,725.67

82,594,820.47 F PEKERJAAN PENGECATAN 1 Cat Tembok Interior (Mowilex/Setara) 1,122.80 25,440.00 28,564,032.00 2 Cat Plafond Interior (Mowilex/Setara) 273.59 25,440.00 6,960,129.60 3 Cat tembok eksterior 802.81 33,960.00 27,263,427.60

62,787,589.20

G PEKERJAAN FIXTURE TOILET 1 Closet duduk komplit 11.00 bh 1,709,250.00 18,801,750.00 2 Soap holder 11.00 bh 117,805.00 1,295,855.00 3 Floor Drain SS 11.00 bh 101,655.00 1,118,205.00 4 Tissu Holder 11.00 bh 102,005.00 1,122,055.00 5 Wastafel TOTO L 546 (setara) 11.00 bh 2,320,870.00 25,529,570.00 6 Hand shower 11.00 bh 178,655.00 1,965,205.00 7 Cermin 1,00 x 1,00 m 11.00 bh 200,000.00 2,200,000.00 8 Talang tegak PVC dia 4" 144.00 bh 61,488.33 8,854,320.00 9 Roof drains 12.00 bh 93,750.00 1,125,000.00

62,011,960.00 PEKERJAAN LANTAI 2 1,045,659,161.49

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Daun pintu panel kayu kamper ( 80 x 220 ) finish politur melamix P2, P2' Daun pintu panel kayu kamper ( 70x220 ) finish politur melamix ( bagian dalm lapis aluminium) P4, P4' Daun jendela kayu kamper oven panel kaca ryben 5 mm ( 60x136 ) Finish politur melamik J4

Daun jendela kayu kamper oven panel kaca ryben 5 mm ( 60x136 ) Finish politur melamik J2

Daun jendela ( BV )kayu kamper oven panel kaca ryben 5 mm ( 80x50 ) Finish politur melamik

Daun jendela ( BV )kayu kamper oven panel kaca ryben 5 mm ( 70x50 ) Finish politur melamik P4,P4'

Daun jendela ( BV )kayu kamper oven panel kaca ryben 5 mm ( 63x41 ) Finish politur melamik BV1

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LOVINA 56 / 66


(Rp)1 2 4 5 6II PEKERJAAN LANTAI 3 A PEKERJAAN BETON 1 Kolom K I (40/60) stek 12,479,444.26

Beton cor 1:5 2.69 460,145.92 1,237,792.53 Besi beton 668.19 kg 10,842.25 7,244,683.03 Bekisting 23.32 171,396.60 3,996,968.71

2 Kolom praktis 15/15 (stek) 3,552,654.70 Beton cor 1:5 0.67 460,145.92 308,297.77 Besi beton 120.60 kg 10,842.25 1,307,575.35 Bekisting 11.30 171,396.60 1,936,781.58

16,032,098.96 B PEKERJAAN DINDING ( bagian luar dan lobang void ) 1 Pas Dind Trasram 1 : 2 30.46 74,008.89 2,254,310.64 2 Pasangan Bata Merah 1 : 5 64.91 66,567.73 4,320,911.03 3 Plesteran Bata Merah 1 : 2 60.92 56,549.58 3,445,000.11 4 Plesteran Beton 1 : 3 15.33 54,740.30 839,168.80 5 Plesteran Bata Merah 1 : 5 125.92 52,797.46 6,648,255.53 6 Benangan 1 : 4 218.00 m' 10,804.68 2,355,420.24

19,863,066.35 C PEKERJAAN PENGECATAN 1 Cat Tembok Interior (Mowilex/Setara) 202.17 25,440.00 5,143,204.80

5,143,204.80

PEKERJAAN LANTAI 3 25,006,271.15 III PEKERJAAN ATAP A PEKERJAAN RANGKA ATAP DAN PENUTUP ATAP 1 Penutup sementara lobang tangga 21.61 133,000.00 2,874,130.00

Rangka kayu Penutup seng gelombang



19,155,427.28 PEKERJAAN RANGKA ATAP DAN PENUTUP ATAP 22,029,557.28

TOTAL PEKERJAAN GEDUNG MESS LOVINA 2,254,536,176.13

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B. ANALISA FUNGSI

ROYEK :ITEM :

NO DESCRIPTIONFUCTION ANALYSIS

VERB Pekerjaan Lantai

1 Keramik Lantai 40/40 KW 1 MENUTUP2 Kramik Lantai KM/WC 20/20 KW 1 MENUTUP3 Kramik Dinding KM/WC 20/25 KW 1 MENUTUP4 Keramik tangga 20/40 MENUTUP


VERB Pekerjaan Dinding

1 Pas Dind Trasram 1 : 2 MEMBATASI2 Pasangan Bata Merah 1 : 5 MEMBATASI3 Plesteran Dinding Trasram 1 : 2 MENUTUP4 Plesteran Beton 1 : 3 MENUTUP5 Pegangan Tangga pipa stenlis steel Tinggi PEGANGAN6 Ornamen dinding bali depan MEMPERINDAH7 Pasang dinding ornamen batu kali MEMPERINDAH8 Pagar void tinggi 1 m MEMBATASI


VERB Pekerjaan Beton

1 Cor lantai kerja 5 Cm. (Poor, Sloop, Lantai, Menyamakan 2 Pondasi Poor PT. 1 Menyangga 3 Pondasi Poor Tangga Menyangga 4 Balok Sloof S1 20/40 Menyatukan 6 Kolom K1 40/60 Menyangga 8 Kolom Praktis15/15 Mengikat 9 Balok B3 20/40 Menahan 10 Balok B3.A 20/40 Menahan 11 Balok B2 35/80 Menahan 12 Balok B1 40/90 Menahan 14 Plat Lantai tbl 12 cm Menumpu

14 Plat Lantai tbl 10 cm (wiremesh) Menumpu 16 Balok konsol 15/40 Menahan 18 Plat level 8 cm Menumpu 20 Lisplank 6/50 Keindahan 21 Beton tangga Menghubungkan 22 Ringbalk 15/15 Mengikat


VERB

Pekerjaan Pintu dan Jendela

1 Kusen Kayu kamper 6/15 Mengikat

2 Akses

3 Akses

4 Akses

4 Akses

5 Akses

6 Akses

7 Sirkulasi

8 Sirkulasi

9 Politur melamix kusen baru dan lama Memperindah 10 Roster papan kayu 2 cm ( 20 x 40 ) Sirkulasi

13 Sirkulasi

Daun pintu panel kayu kamper ( 80 x 220 ) finish politur melamix P2, P2', P3' Daun pintu kayu kamper oven panel kc ryben 6 mm ( 80 x 220 ) finish politur melamix P1 Daun pintu panel kayu kamper ( 70x220 ) km/wc finish politur melamix ( bagian dalm lapis aluminium) Daun pintu panel kayu kamper ( 70x220 ) finish politur melamix ( bagian dalm lapis aluminium) P4, P4' Daun jendela kayu kamper oven panel kaca ryben 5 mm ( 40x190 ) Finish politur melamik Daun jendela kayu kamper oven panel kaca ryben 5 mm ( 60x136 ) Finish politur melamik Daun jendela kayu kamper oven panel kaca ryben 5 mm ( 55x130 ) Finish politur melamik Daun BV kayu kamper oven panel kaca ryben 5 mm ( 80x50 ) Finish politur melamik

Daun jendela ( BV )kayu kamper oven panel kaca ryben 5 mm ( 63x41 ) Finish politur melamik BV1

FUCTION ANALYSISCOST (Rp) WORTH (Rp) COMENT

NOUN KIND

LANTAI B ###LANTAI B 7,074,603.28

DINDING B ###LANTAI B 3,577,812.27


NOUN KIND

RUANG B ###RUANG B ###

DINDING B ###BETON B ###ORANG S ###

BANGUNAN S 783,457.71 DINDING S ###

VOID LANTAI S ###


NOUN KIND

Elevasi S ### Kolom B ### Kolom B 1,589,048.21 Kolom B ### Balok B ###

Dinding S ### Beban B ### Beban B 2,511,384.90 Beban B ### Beban B ### Pijakan B ###

Pijakan B ### Beban S ### Pijakan S ###

Bangunan S 479,970.49 ketinggian B ###

Dinding S ###


NOUN KIND

Daun pintu B ###

Orang B ###

OrangB 4,539,900.00

OrangB ###

OrangB ###

Orang B 1,849,240.00

OrangB ###

UdaraB 788,720.00

UdaraB ###

Kusen ###Udara S ###

UdaraB 3,234,720.00

Nama Eksisiting

B1 40 X 90B2 35 X 85B3 20 X 40B3 A 20 X 40Pondasi PT.1 120 X 160 X 40

Proyek : RENOVASI MESS LOVINA Item ; Pekerjaan Struktur BawahFungsi Dasar : Menyangga beban kolom

NO IDEEksisiting Desain Pondasi asli dipertahankan (120 X 160 X 40 cm )Alternatif 1 Mutu Beton dan Mutu besi tulangan pada desain asli ditingkatkanAlternatuf 2 Dimensi Footplat diganti dengan 120 x 140 x 40 cm

Proyek : RENOVASI MESS LOVINA Item ; Pekerjaan Struktur KolomFungsi Dasar : Menyangga beban balok

NO IDE Eksisiting Desain Pondasi asli dipertahankan K1 40 X 60 cm Alternatif 1 Mutu Beton dan Mutu besi tulangan pada desain asli diturunkan

Alternatuf 2

Alternatif 3 Mutu Beton dan Mutu besi tulangan pada desain asli dinaikkan Alternatuf 4 Dimensi Kolom utama semua lantai dibuat sama menjadi 45 x 45 cm

Proyek : RENOVASI MESS LOVINA Item ; Pekerjaan Struktur Balok B1Fungsi Dasar : Menahan beban plat

NO IDEEksisiting Desain Pondasi asli dipertahankan B1 40 X 90 cmAlternatif 1 Mutu Beton dan Mutu besi tulangan pada desain asli diturunkanAlternatuf 2 Dimensi Balok B1 di ubah menjadi 40 x 65 cm

Proyek : RENOVASI MESS LOVINA Item ; Pekerjaan Struktur Balok B2Fungsi Dasar : Menahan beban plat


Proyek : RENOVASI MESS LOVINA Item ; Pekerjaan Struktur Balok B3

Dimensi Kolom Kolom utama lt. 01 dibuat tetap, namun kolom lt. 02 di perkecil menjadi 45 x 45

Fungsi Dasar : Menahan beban plat


Proyek : RENOVASI MESS LOVINA Item ; Pekerjaan Struktur Plat LantaiFungsi Dasar : Menahan beban aktivitas diatasnya

NO IDEEksisiting Desain Plat lantai asli dipertahankan (t=12 cm)Alternatif 1 Mutu Beton dan Mutu besi tulangan pada desain asli diturunkanAlternatuf 2 Tebal plat tetap sesuai desain asli , namun diameter tulangan diperkecil

Alternatif Bentang

40 X 60 10.9535 x 60 9.220 x 35 7.220 x 35120 X 140 X 40

KEUNTUNGAN DAN KERUGIAN

PROYEK

ITEM

NO USULAN

Existing Desain Pondasi asli dipertahankan

1 Mutu Beton dan Mutu besi tulangan pada desain asli ditingkatkan

2 Dimensi Footplat diganti dengan 120 x 140 x 40 cm

KEUNTUNGAN DAN KERUGIAN

RENOVASI MESS NUSA DUA ( 2 LANTAI )

PEKERJAAN PINTU DAN JENDELA

KEUNTUNGAN KERUGIAN

Perhitungan sederhana Kualitas pengecoran yang tidak homogenTidak mengganggu bangunan sekitar Waktu pelaksanaan relatif lamaTidak perlu alat pancang Melibatkan banyak tenaga kerjaKetebalan pelat telapak dapat dikurangi Sama dengan kerugian pada existingJumlah tulangan footplat dapat dikurangiSama dengan keuntungan existing

Ketebalan pelat telapak dapat dikurangi a. Tidak mampu menahan beban diatasnyaBiaya pelaksanaan lebih murah

b. Kualitas Kurang Baikc. Nilai Estetika Kurang

RENOVASI MESS NUSA DUA ( 2 LANTAI )

PEKERJAAN PINTU DAN JENDELA

NILAI

134 IV

152 II

143 III

RANGKING

ve kel 1 (gedung)

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