Pembiayaan Rusun Blora 5 Lantai

8/19/2019 Pembiayaan Rusun Blora 5 Lantai

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Pekerjaan : RUSUNAWA BERBASIS DESAIN PROTOTYPE T-24

Lok asi : UNIV. ISLAM MALANG - KOTA MALANG

Tahun Anggaran : 2014Zone : 3 -4Pondasi : Bored Pile diameter 80 cm kedalaman 5,4 m

ITEM PEKERJAANDENGAN KONTRAK

LUMPSUM


UNIT PRICES

JUMLAH HARGA( Rp. )

JUMLAH HARGA( Rp. )

I. PEKERJAAN PERSIAPAN TOTAL I : 249,165,624.45Rp 249,165,624.45Rp -Rp

I.A. PEKERJAAN PERSIAPAN STANDART 249,165,624.45Rp 249,165,624.45Rp

II. PEKERJAAN 1 TWIN BLOK TOTAL II : 13,409,629,911.17Rp 12,886,727,206.48Rp 522,902,704.69Rp

II.A. PEKERJAAN STANDART SUB TOTAL 1.II.A : 11,287,719,770.56Rp 11,287,719,770.56Rp -Rp

2.1.A. PEKERJAAN STRUKTUR STANDART 5,495,172,714.92Rp 5,495,172,714.92Rp -Rp

A.1. PEKERJAAN STRUKTUR 5,495,172,714.92Rp

2.2.A. PEKERJAAN ARSITEKTUR STANDART 4,767,882,865.64Rp 4,767,882,865.64Rp -Rp

A.1. PEKERJAAN LANTAI 656,503,291.21Rp

A.2. PEKERJAAN DINDING 2,787,320,148.98Rp

A.2.A. PEK. PASANGAN DAN PLESTERAN 1,979,253,449.91Rp

A.2.B. PEK. KUSEN PINTU / JENDELA + ASSESORIES 808,066,699.07Rp

A.3. PEKERJAAN PLAFOND 212,260,799.33Rp

A.4. PEKERJAAN ATAP 438,818,129.42Rp

A.5. PEKERJAAN UTILITAS 181,531,225.65Rp

A.6. PEKERJAAN FINISHING 491,449,271.06Rp

A.6.A. PEKERJAAN PENGECATAN 447,495,591.11Rp

A.6.B. PEKERJAAN ENTRANCE 43,953,679.95Rp

2.3.A. PEKERJAAN MEKANIKAL DAN ELEKTRIKAL 1,024,664,190.00Rp 1,024,664,190.00Rp -Rp A.1. PEKERJAAN INSTALASI PLAMBING 310,614,379.00Rp

A.2. PEKERJAAN INSTALASI ELEKTRIKAL 714,049,811.00Rp

II.B. PEKERJAAN NON STANDART SUB TOTAL 1.II.B : 2,121,910,140.61Rp 1,599,007,435.92Rp 522,902,704.69Rp

2.1.B. PEKERJAAN STRUKTUR NON STANDART 813,425,915.42Rp 391,023,409.48Rp 422,402,505.95Rp

B.1. PEKERJAAN PONDASI BANGUNAN (*) 422,402,505.95Rp -Rp 422,402,505.95Rp

B.2. PEKERJAAN GROUND TANK + RUMAH POMPA TERMASUK PANCANG (*) 342,453,405.84Rp 342,453,405.84Rp -Rp

B.3. PEKERJAAN SEPTIC TANK BIO 2 (DUA) UNIT 38,819,484.31Rp 38,819,484.31Rp

B.4. PEKERJAAN SUMUR RESAPAN 2 (DUA) UNIT 9,750,519.32Rp 9,750,519.32Rp

2.2.B. PEKERJAAN ARSITEKTUR NON STANDART 259,887,773.18Rp 159,387,574.44Rp 100,500,198.74Rp

B.1. PEKERJAAN CEROBONG SAMPAH 9,225,000.00Rp 9,225,000.00Rp

B.2. PEK. PERKERASAN DI DALAM & KELILING BAGIAN LUAR BANG. 45,907,913.65Rp 45,907,913.65RpB.3. PEKERJAAN DRAINASE DI DALAM & KELILING BAGIAN LUAR BANG.(*) 61,957,589.47Rp 61,957,589.47Rp

B.4. PEKERJAAN GROUND TANK DAN R. POMPA DI LUAR BANGUNAN 104,254,660.79Rp 104,254,660.79Rp

B.5. PEK. PERKERASAN DI JALAN MASUK ENTRANCE (*) 38,542,609.27Rp 38,542,609.27Rp

2.3.B. PEKERJAAN MEKANIKAL DAN ELEKTRIKAL 1,048,596,452.00Rp 1,048,596,452.00Rp -Rp

B.1. PEKERJAAN PEMADAM KEBAKARAN 39,706,094.00Rp 39,706,094.00Rp

B.2. PEKERJAAN INSTALASI ELEKTRONIK 99,030,000.00Rp 99,030,000.00Rp

B.3. PEKERJAAN SARANA DAN PRASARANA LINGKUNGAN (LUAR BANGUNAN) 909,860,358.00Rp 909,860,358.00Rp

TOTAL I + II : 13,658,795,535.62Rp 13,135,892,830.93Rp 522,902,704.69Rp

R E K A P I T U L A S IB I L L O F Q U A N T I T Y ( B O Q )

No. JENIS PEKERJAANJUMLAH HARGA

( Rp. )

REKAPITULASI PEK. STRUKTUR, ARSITEKTUR, M/E (ZONE 3 - 4) 1/2


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LUMPSUM


UNIT PRICES

JUMLAH HARGA( Rp. )

JUMLAH HARGA( Rp. )

No. JENIS PEKERJAANJUMLAH HARGA

( Rp. )

DIBUL ATK AN : 13,658,795,000.00Rp 13,135,892,000.00Rp 522,902,000.00Rp

PPN 10 % : 1,365,879,500.00Rp 1,313,589,200.00Rp 52,290,200.00Rp

TOTAL : 15,024,674,500.00Rp 14,449,481,200.00Rp 575,192,200.00Rp

DI BULATKA N : 15,024,674,000.00Rp 14,449,481,000.00Rp 575,192,000.00Rp

Terbi lang : LIMA BELAS MILYAR DUA PULUH EMPAT JUTA ENAM RATUS TUJUH PULUH EMPAT RIBU RUPIAH

REKAPITULASI PEK. STRUKTUR, ARSITEKTUR, M/E (ZONE 3 - 4) 2/2


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Pekerj aan : RUSUNAWA BERBASIS DESAIN PROTOTYPE T-24

Lokas i : UNIV. ISLAM MALANG - KOTA MALANG

Tahun Anggaran : 2014

I. PEKERJAAN PERSIAPAN

A. 249,165,624.45

SUB TOTAL : 249,165,624.45

PEKERJAAN PERSIAPAN STANDART

R E K A P I T U L A S IB I L L O F Q U A N T I T Y ( B O Q ) - P E K E R J A A N P E R S I A P A

No. U R A I A N P E K E R J A A NJUMLAH HARGA

( Rp. )

REKAP PEK. PERSIAPAN


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Pekerj aan : RUSUNAWA BERBASIS DESAIN PROTOTYPE T-24

Lokas i : UNIV. ISLAM MALANG - KOTA MALANG


I. PEKERJAAN PERSIAPAN

A. PEKERJAAN PERSIAPAN STANDART 249,165,624.45

1 Pengukuran dan Pemasangan Bouwplank 282.60 M' 67,615.00 19,107,999.00

2 Direksi Keet 36.00 M2 1,049,988.60 37,799,589.60

3 Gudang Kerja 32.00 M2 912,234.05 29,191,489.60

4 Papan Nama Proyek 1.00 Buah 3,000,000.00 3,000,000.00

5 Foto Proyek 3 Fase (warna) 3.00 Set 5,500,000.00 16,500,000.00 6 Air Kerja 1.00 LS 10,000,000.00 10,000,000.00

7 Listrik Kerja 1.00 LS 10,000,000.00 10,000,000.00

8 Pagar Seng Keliling Proyek 350.00 M' 353,047.28 123,566,546.25

B I L L O F Q U A N T I T Y ( B O Q )P E K E R J A A N P E R S I A P A N

NO. U R A I A N P E K E R J A A N VOL. SAT. HARGASATUAN

( Rp. )

JUMLAH HARGA( Rp. )

PEK. PERSIAPAN 1/1


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Pekerjaan : RUSUNAWA BERBASIS DESAIN PROTOTYPE T‐24 Lokasi : KAMPUS UNISMA, KOTA MALANGTahun Anggaran : 2014

2.1. PEKERJAAN STRUKTUR2.1.A. PEKERJAAN STRUKTUR STANDART

VOL. SAT.

2.1.A PEKERJAAN STRUKTUR STANDART 5,495,172,714.92

A LANTAI DASAR

A.1 Pondasi, Pile Cap, dan Tie Beam (*) 437,887,407.85

1 Mobilisasi dan demobilisasi 1.00 Unit 25,000,000.00 25,000,000.00 2 Test PDA 2.00 t it ik 5, 000,000 .00 10,000,000.00 3 Sloof diatas pondasi batu kali kamar mandi 15x25 cm

‐ Beton K‐350 7.29 M3 931,250.00 6,788,812.50 ‐ Besi beton 110 Kg/M3 801.90 Kg 10,295.13 8,255,660.74 ‐ Bekisting 97.20 M2 71,960.00 6,994,512.00

4 Pile Cap PC‐1 = 55 buah ‐ Beton K‐350 74.25 M3 931,250.00 69,145,312.50 ‐ Besi beton 99 Kg/M3 7,350.75 Kg 10,295.13 75,676,890.09 ‐ Bekisting 198.00 M2 71,960.00 14,248,080.00

5 Pile Cap PC‐5 = 4 buah ‐ Beton K‐350 54.45 M3 931,250.00 50,707,680.00 ‐ Besi beton 88 Kg/M3 4,791.71 Kg 10,295.13 49,331,208.12 ‐ Bekisting 49.39 M2 71,960.00 3,554,248.32

6 Tie Beam / Sloof TB‐1 20x40 cm‐ Beton K‐350 22.67 M3 931,250.00 21,108,830.00 ‐ Besi beton 224 Kg/M3 5,077.45 Kg 10,295.13 52,273,011.26 ‐ Bekisting 226.67 M2 71,960.00 16,311,317.12

7 Tie Beam / Sloof TB‐2 40x40 cm‐ Beton K‐350 0.96 M3 931,250.00 894,000.00 ‐ Besi beton 209 Kg/M3 200.64 Kg 10,295.13 2,065,613.88 ‐ Bekisting 4.80 M2 71,960.00 345,408.00

8 Galian tanah dibawah Pile Cap 206.48 M3 38,475.00 7,944,133.32 9 Galian tanah dibawah Tie‐ beam 54.54 M3 38,475.00 2,098,540.00

10 Galian tanah pondasi batu kali kamar mandi 63.07 M3 38,475.00 2,426,695.20 11 Urug pasir dibawah pondasi batu kali kamar mandi t=10 cm 10.51 M3 157,760.00 1,658,373.12 12 Urug pasir dibawah Pile Cap t=10 cm 21.45 M3 157,760.00 3,383,983.55

13 Urug pasir dibawah Tie Beam t=10 cm 5.67 M3 157,760.00 893,994.37

14

Lantai kerja

dibawah

Pile

Cap

t=5

cm 10.73

M

3

632,264.85

6,781,103.77

15 Lantai kerja dibawah Tie Beam t=5 cm 2.83 M3 632,264.85 1,791,459.23

16 Urugan tanah kembali bekas galian 227.17 M3 13,825.00 3,140,666.03

A2. Lantai Dasar 677,565,318.13 17 Pondasi batu kali diatas sloof 1:5 (30x58 cm) 49.07 m3 551,884.38 27,079,862.51 18 Pondasi batu kali kamar mandi 1:5 (30x60x30 cm) 47.30 m3 551,884.38 26,106,338.48 19 Galian tanah pondasi batu kali kamar mandi 63.07 m3 38,475.00 2,426,695.20 20 Urug pasir dibawah pondasi batu kali kamar mandi t=10 cm 10.51 m3 157,760.00 1,658,373.12 21 Pasang rollag bata 1:4 t=60 cm untuk teras gedung area dalam 70.80 m2 66,159.44 4,684,088.18 22 Pasang rollag bata 1:4 t=60 cm untuk teras gedung area luar 90.84 m2 66,159.44 6,009,923.30

Upper Struktur23 Kol om Pracetak Mutu K‐350

ProduksiK1TS.1 2.00 bh 4,346,907.22 8,693,814.44 K3.1 2.00 bh 3,473,159.96 6,946,319.92 K3R.1 4.00 bh 3,473,159.96 13,892,639.85 K3S.1 2.00 bh 3,007,161.42 6,014,322.85

K3W.1 2.00 bh 3,007,161.42 6,014,322.85 K4.1 50.00 bh 3,007,161.42 150,358,071.19 K4T.1 2.00 bh 3,007,161.42 6,014,322.85 K4TU.1 1.00 bh 2,249,913.80 2,249,913.80 K5A.1 2.00 bh 1,357,315.81 2,714,631.62 K5B.1 2.00 bh 1,601,965.04 3,203,930.09

ErectionK1TS.1 2.00 bh 75,000.00 150,000.00 K3.1 2.00 bh 75,000.00 150,000.00 K3R.1 4.00 bh 75,000.00 300,000.00 K3S.1 2.00 bh 75,000.00 150,000.00 K3W.1 2.00 bh 75,000.00 150,000.00 K4.1 50.00 bh 75,000.00 3,750,000.00 K4T.1 2.00 bh 75,000.00 150,000.00 K4TU.1 1.00 bh 75,000.00 75,000.00 K5A.1 2.00 bh 75,000.00 150,000.00 K5B.1 2.00 bh 75,000.00 150,000.00

B I L L O F Q U A N T I T Y ( B o Q ) P E K E R J A A N S T R U K T U R

NO. J E N I S P E K E R J A A N HARGA SATUAN

( Rp ) TOTAL HARGA

( Rp )

PEK. STRUKTUR 1/13


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VOL. SAT.NO. J E N I S P E K E R J A A N HARGA SATUAN

( Rp ) TOTAL HARGA

( Rp )

24 Grout ingKolom GK (K30/50) 69.00 titik 116,000.00 8,004,000.00

25 Besi Stek kolom dari pile cap untuk kolom PrecastK1TS.1 2 bh/komp 19.79 kg 10,295.13 203,721.17 K3.1 2 bh/komp 19.79 kg 10,295.13 203,721.17 K3R.1 4 bh/komp 39.58 kg 10,295.13 407,442.34 K3S.1 2 bh/komp 19.79 kg 10,295.13 203,721.17 K3W.1 2 bh/komp 19.79 kg 10,295.13 203,721.17

K4.1 50 bh/komp 494.70 kg 10,295.13 5,093,029.22 K4T.1 2 bh/komp 19.79 kg 10,295.13 203,721.17 K4TU.1 1 bh/komp 9.89 kg 10,295.13 101,860.58 K5A.1 2 bh/komp 19.79 kg 10,295.13 203,721.17 K5B.1 2 bh/komp 19.79 kg 10,295.13 203,721.17

26 Shear Wall t=20 cm ‐ Beton K‐350 25.35 m3 931,250.00 23,606,070.00 ‐ Besi beton 100 Kg/M3 10,254.02 kg 10,295.13 105,566,430.58 ‐ Bekisting 253.49 m2 75,333.33 19,096,096.00

27 Tanah urug peninggian lantai t=40 cm (dalam bangunan) + pemadatan CBR 5% 302.40 M3 127,350.00 38,510,640.00 28 Tanah urug peninggian lantai t=20 cm (keliling bangunan) + pemadatan CBR 5% 51.52 M3 127,350.00 6,561,072.00 29 Tanah urug peninggian lantai t=15 cm (halaman bangunan) 56.70 M3 127,350.00 7,220,745.00 30 Pasir urug diatas tanah urug t=10 cm (dalam bangunan) 113.40 M3 157,760.00 17,889,984.00 31 Cor beton lantai dasar K‐225 t=10 cm 113.40 M3 745,805.00 84,574,287.00 32 Besi M6 ‐ satu layer 3,476.00 Kg 14,355.50 49,899,718.00

37 Tangga type ‐1 (tengah)* Kaki tangga‐ Beton K‐350 0.18 m3 931,250.00 169,487.50 ‐ Besi beton 172 Kg/M3 31.30 kg 10,295.13 322,278.59 ‐ Bekisting 2.34 m2 123,250.00 288,405.00 * Plat tangga‐ Beton K‐350 1.21 m3 931,250.00 1,125,881.25 ‐ Besi beton 147 Kg/M3 177.72 kg 10,295.13 1,829,680.50 ‐ Bekisting 8.06 m2 123,250.00 993,395.00 * Anak tangga‐ Beton K‐350 0.78 m3 931,250.00 726,375.00 ‐ Besi beton 73 Kg/M3 56.94 kg 10,295.13 586,204.42 ‐ Bekisting 6.25 m2 123,250.00 770,312.50 * Bordes tangga‐ Beton K‐350 0.66 m3 931,250.00 617,418.75 ‐ Besi beton 145 Kg/M3 96.14 kg 10,295.13 989,721.84 ‐ Bekisting 4.42 m2 123,250.00 544,765.00

* Balok bordes

25x35‐ Beton K‐350 0.43 M3 931,250.00 402,300.00

‐ Besi beton 298 Kg/M3 140.40 Kg 10,295.13 1,445,435.55 ‐ Bekisting 4.10 m2 123,250.00 505,818.00

38 Tangga type ‐2 (2 unit)* Kaki tangga‐ Beton K‐350 0.36 m3 931,250.00 338,975.00 ‐ Besi beton 172 Kg/M3 62.61 kg 10,295.13 644,557.19 ‐ Bekisting 4.68 m2 123,250.00 576,810.00

* Plat tangga‐ Beton K‐350 1.86 m3 931,250.00 1,732,125.00 ‐ Besi beton 151 Kg/M3 280.86 kg 10,295.13 2,891,488.81 ‐ Bekisting 12.40 m2 123,250.00 1,528,300.00 * Anak tangga‐ Beton K‐350 1.40 m3 931,250.00 1,307,475.00 ‐ Besi beton 73 Kg/M3 102.49 kg 10,295.13 1,055,167.95 ‐ Bekisting 10.76 m2 123,250.00 1,326,170.00

* Bordes tangga‐ Beton K‐350 0.90 m3 931,250.00 838,125.00 ‐ Besi beton 147 Kg/M3 132.30 kg 10,295.13 1,362,045.04 ‐ Bekisting 6.00 m2 123,250.00 739,500.00

* Balok bordes 25X35‐ Beton K‐350 0.86 m3 931,250.00 804,600.00 ‐ Besi beton 298 Kg/M3 280.80 kg 10,295.13 2,890,871.10 ‐ Bekisting 8.21 m2 123,250.00 1,011,636.00

1,115,452,726

B PEKERJAAN STRUKTUR LANTAI 21 Kolom Pracetak Mutu K‐350

ProduksiK2TS.2 2.00 bh 3,531,738.62 7,063,477.24 K3.2 2.00 bh 2,154,521.14 4,309,042.28

K3R.2 6.00 bh 2,154,521.14 12,927,126.85

SUB TOTAL PEKERJAAN STRUKTUR LANTAI DASAR

PEK. STRUKTUR 2/13


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( Rp ) TOTAL HARGA

( Rp )

K3W.2 2.00 bh 2,154,521.14 4,309,042.28 K4.2 52.00 bh 1,611,980.92 83,823,008.02 K4TU.2 1.00 bh 1,611,980.92 1,611,980.92 K5A.2 2.00 bh 1,147,749.34 2,295,498.69

ErectionK2TS.2 2.00 bh 75,000.00 150,000.00 K3.2 2.00 bh 75,000.00 150,000.00 K3R.2 6.00 bh 75,000.00 450,000.00 K3W.2 2.00 bh 75,000.00 150,000.00 K4.2 52.00 bh 75,000.00 3,900,000.00

K4TU.2 1.00 bh 75,000.00 75,000.00 K5A.2 2.00 bh 75,000.00 150,000.00

2 Balok Pracetak Mutu K‐350Produksi

B1A.2 16.00 bh 2,215,280.00 35,444,480.01 B1B.2 5.00 bh 1,822,133.23 9,110,666.16 B1C.2 2.00 bh 1,822,133.23 3,644,266.47 B1F.2 1.00 bh 2,404,234.26 2,404,234.26 B2A.2 4.00 bh 1,239,252.80 4,957,011.19 B2B.2 6.00 bh 1,427,215.01 8,563,290.07 B2C.2 2.00 bh 818,818.09 1,637,636.17 B2D.2 1.00 bh 1,427,215.01 1,427,215.01 B2E.2 1.00 bh 1,427,215.01 1,427,215.01 B2F.2 1.00 bh 1,813,367.00 1,813,367.00 B2G.2 1.00 bh 1,813,367.00 1,813,367.00 B3A.2 16.00 bh 1,492,193.39 23,875,094.27 B3B.2 4.00 bh 1,309,772.01 5,239,088.05 B3C.2 8.00 bh 1,309,772.01 10,478,176.10 B3D.2 8.00 bh 1,309,772.01 10,478,176.10 B3E.2 3.00 bh 1,355,377.36 4,066,132.07 B3F.2 3.00 bh 1,355,377.36 4,066,132.07 B3H.2 1.00 bh 592,873.09 592,873.09 B3J.2 1.00 bh 1,798,362.15 1,798,362.15 B3K.2 1.00 bh 1,798,362.15 1,798,362.15 B4A.2 2.00 bh 1,236,718.89 2,473,437.79 B5A'.2 2.00 bh 914,247.57 1,828,495.14 B5A.2 2.00 bh 969,542.28 1,939,084.55 B5B.2 2.00 bh 969,542.28 1,939,084.55 B6A.2 4.00 bh 1,575,735.01 6,302,940.03 B6B.2 1.00 bh 1,575,735.01 1,575,735.01 B6C.2 1.00 bh 1,575,735.01 1,575,735.01 B7A.2 2.00 bh 1,728,710.60 3,457,421.20

B7B.2 1.00 bh 1,898,023.40 1,898,023.40 B8.2 3.00 bh 2,775,776.57 8,327,329.70

ErectionB1A.2 16.00 bh 90,000.00 1,440,000.00 B1B.2 5.00 bh 90,000.00 450,000.00 B1C.2 2.00 bh 90,000.00 180,000.00

B1F.2 1.00 bh 90,000.00 90,000.00 B2A.2 4.00 bh 90,000.00 360,000.00 B2B.2 6.00 bh 90,000.00 540,000.00

B2C.2 2.00 bh 90,000.00 180,000.00 B2D.2 1.00 bh 90,000.00 90,000.00 B2E.2 1.00 bh 90,000.00 90,000.00

B2F.2 1.00 bh 90,000.00 90,000.00 B2G.2 1.00 bh 90,000.00 90,000.00 B3A.2 16.00 bh 90,000.00 1,440,000.00

B3B.2 4.00 bh 90,000.00 360,000.00 B3C.2 8.00 bh 90,000.00 720,000.00 B3D.2 8.00 bh 90,000.00 720,000.00

B3E.2 3.00 bh 90,000.00 270,000.00 B3F.2 3.00 bh 90,000.00 270,000.00

B3H.2 1.00 bh 90,000.00 90,000.00 B3J.2 1.00 bh 90,000.00 90,000.00 B3K.2 1.00 bh 90,000.00 90,000.00 B4A.2 2.00 bh 90,000.00 180,000.00

B5A'.2 2.00 bh 90,000.00 180,000.00 B5A.2 2.00 bh 90,000.00 180,000.00 B5B.2 2.00 bh 90,000.00 180,000.00

B6A.2 4.00 bh 90,000.00 360,000.00 B6B.2 1.00 bh 90,000.00 90,000.00 B6C.2 1.00 bh 90,000.00 90,000.00

B7A.2 2.00 bh 90,000.00 180,000.00 B7B.2 1.00 bh 90,000.00 90,000.00 B8.2 3.00 bh 90,000.00 270,000.00

3 Pelat Pracetak Mutu K‐350Produksi

S1A.2 24.00 bh 3,975,520.25 95,412,485.92

PEK. STRUKTUR 3/13


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( Rp ) TOTAL HARGA

( Rp )

S1A'.2 24.00 bh 3,975,520.25 95,412,485.92 S1B.2 12.00 bh 5,574,363.00 66,892,356.00 S1C.2 12.00 bh 5,574,363.00 66,892,356.00 S1D.2 6.00 bh 4,145,609.90 24,873,659.41 S1Dx.2 2.00 bh 4,145,609.90 8,291,219.80 S1Dy.2 2.00 bh 4,145,609.90 8,291,219.80 S1E.2 6.00 bh 4,145,609.90 24,873,659.41 S1Ex.2 2.00 bh 4,145,609.90 8,291,219.80 S1Ey.2 2.00 bh 4,145,609.90 8,291,219.80 S1F.2 1.00 bh 4,145,609.90 4,145,609.90

S1G.2 1.00 bh 4,145,609.90 4,145,609.90 S2A.2 1.00 bh 5,676,416.79 5,676,416.79 S2B.2 1.00 bh 5,676,416.79 5,676,416.79 S3A.2 1.00 bh 5,540,345.07 5,540,345.07 S3B.2 1.00 bh 5,540,345.07 5,540,345.07 S3C.2 1.00 bh 5,398,996.88 5,398,996.88 S4A.2 2.00 bh 6,955,279.25 13,910,558.51 S4B.2 2.00 bh 6,955,279.25 13,910,558.51 S4C.2 2.00 bh 7,747,499.43 15,494,998.87 S5A.2 2.00 bh 3,264,950.28 6,529,900.57 S5B.2 2.00 bh 3,264,950.28 6,529,900.57 S6A.2 1.00 bh 2,684,394.90 2,684,394.90 S6B.2 1.00 bh 2,684,394.90 2,684,394.90 S7A.2 1.00 bh 3,307,300.82 3,307,300.82 S7B.2 1.00 bh 3,307,300.82 3,307,300.82 S17A.2 1.00 bh 3,383,508.33 3,383,508.33 S17B.2 1.00 bh 3,383,508.33 3,383,508.33

ErectionS1A.2 24.00 bh 75,000.00 1,800,000.00 S1A'.2 24.00 bh 75,000.00 1,800,000.00 S1B.2 12.00 bh 75,000.00 900,000.00 S1C.2 12.00 bh 75,000.00 900,000.00 S1D.2 6.00 bh 75,000.00 450,000.00 S1Dx.2 2.00 bh 75,000.00 150,000.00 S1Dy.2 2.00 bh 75,000.00 150,000.00 S1E.2 6.00 bh 75,000.00 450,000.00 S1Ex.2 2.00 bh 75,000.00 150,000.00 S1Ey.2 2.00 bh 75,000.00 150,000.00 S1F.2 1.00 bh 75,000.00 75,000.00 S1G.2 1.00 bh 75,000.00 75,000.00 S2A.2 1.00 bh 75,000.00 75,000.00 S2B.2 1.00 bh 75,000.00 75,000.00 S3A.2 1.00 bh 75,000.00 75,000.00

S3B.2 1.00 bh 75,000.00 75,000.00 S3C.2 1.00 bh 75,000.00 75,000.00

S4A.2 2.00

bh 75,000.00

150,000.00

S4B.2 2.00 bh 75,000.00 150,000.00 S4C.2 2.00 bh 75,000.00 150,000.00 S5A.2 2.00 bh 75,000.00 150,000.00

S5B.2 2.00 bh 75,000.00 150,000.00 S6A.2 1.00 bh 75,000.00 75,000.00 S6B.2 1.00 bh 75,000.00 75,000.00

S7A.2 1.00 bh 75,000.00 75,000.00 S7B.2 1.00 bh 75,000.00 75,000.00 S17A.2 1.00 bh 75,000.00 75,000.00

S17B.2 1.00 bh 75,000.00 75,000.00

4 G rout ing Kolom GK (K30/50) 67.00 titik 116,000.00 7,772,000.00 Joint G1 (K30/50) 67.00 titik 151,426.00 10,145,542.00

5 Shear Wall t=20 cm‐ Beton K‐350 16.12 m3 931,250.00 15,010,260.00

‐ Besi beton 102 Kg/M3 6,901.66 kg 10,295.13 71,053,492.76 ‐ Bekisting 161.18 m2 75,333.33 12,142,528.00

6 Kolom praktis 25x25 teras tinggi 115 cm‐ Beton K‐350 3.16 m3 931,250.00 2,945,078.13 ‐ Besi beton 156 Kg/M3 493.51 kg 10,295.13 5,080,700.98 ‐ Bekisting 50.60 m2 40,692.00 2,059,015.20

7 Tangga type ‐1 (tengah)* Plat tangga‐ Beton K‐350 1.10 m3 931,250.00 1,027,820.63 ‐ Besi beton 161 Kg/M3 177.70 kg 10,295.13 1,829,399.44 ‐ Bekisting 7.36 m2 123,250.00 906,873.50

* Anak tangga‐ Beton K‐350 0.53 m3 931,250.00 490,303.13 ‐ Besi beton 97 Kg/M3 51.07 kg 10,295.13 525,777.18 ‐ Bekisting 6.03 m2 123,250.00 743,690.50

PEK. STRUKTUR 4/13


10/66


( Rp ) TOTAL HARGA

( Rp )

* Bordes tangga‐ Beton K‐350 1.26 m3 931,250.00 1,171,512.50 ‐ Besi beton 129 Kg/M3 162.28 kg 10,295.13 1,670,713.48 ‐ Bekisting 7.40 m2 123,250.00 912,050.00 * Balok bordes 25x35‐ Beton K‐350 0.43 m3 931,250.00 402,300.00 ‐ Besi beton 298 Kg/M3 140.40 kg 10,295.13 1,445,435.55 ‐ Bekisting 4.10 m2 123,250.00 505,818.00

8 Tangga type ‐2 (2 unit)* Plat tangga‐ Beton K‐350 1.70 m3 931,250.00 1,581,262.50 ‐ Besi beton 151 Kg/M3 256.40 kg 10,295.13 2,639,649.46 ‐ Bekisting 11.32 m2 123,250.00 1,395,190.00 * Anak tangga‐ Beton K‐350 1.40 m3 931,250.00 1,307,475.00 ‐ Besi beton 73 Kg/M3 102.49 kg 10,295.13 1,055,167.95 ‐ Bekisting 10.33 m2 123,250.00 1,272,926.00 * Bordes tangga‐ Beton K‐350 0.60 m3 931,250.00 558,750.00 ‐ Besi beton 149 Kg/M3 89.40 kg 10,295.13 920,384.18 ‐ Bekisting 4.00 m2 123,250.00 493,000.00 * Balok bordes 25x35‐ Beton K‐350 0.86 m3 931,250.00 804,600.00 ‐ Besi beton 298 Kg/M3 280.80 kg 10,295.13 2,890,871.10 ‐ Bekisting 8.21 m2 123,250.00 1,011,636.00

977,934,778

C PEKERJAAN STRUKTUR LANTAI 31 Kolom Pracetak Mutu K‐350

ProduksiK3.3 2.00 bh 2,154,521.14 4,309,042.28 K4.3 52.00 bh 1,611,980.92 83,823,008.02 K4TU.3 1.00 bh 1,611,980.92 1,611,980.92 K5A.3 2.00 bh 1,147,749.34 2,295,498.69 K3TS.3 2.00 bh 2,488,392.05 4,976,784.09 K4R.3 6.00 bh 1,611,980.92 9,671,885.54 K4W.3 2.00 bh 1,611,980.92 3,223,961.85

ErectionK3.3 2.00 bh 75,000.00 150,000.00 K4.3 52.00 bh 75,000.00 3,900,000.00 K4TU.3 1.00 bh 75,000.00 75,000.00

K5A.3 2.00 bh 75,000.00 150,000.00 K3TS.3 2.00 bh 75,000.00 150,000.00

K4R.3 6.00

bh 75,000.00

450,000.00

K4W.3 2.00 bh 75,000.00 150,000.00


B1A.3 16.00 bh 2,215,280.00 35,444,480.01 B1B.3 6.00 bh 1,822,133.23 10,932,799.40

B1C.3 2.00 bh 1,822,133.23 3,644,266.47 B2A.3 4.00 bh 1,239,252.80 4,957,011.19 B2B.3 6.00 bh 1,427,215.01 8,563,290.07

B2C.3 2.00 bh 818,818.09 1,637,636.17 B2D.3 1.00 bh 1,427,215.01 1,427,215.01 B2E.3 1.00 bh 1,427,215.01 1,427,215.01

B2F.3 1.00 bh 1,813,367.00 1,813,367.00 B2G.3 1.00 bh 1,813,367.00 1,813,367.00 B3A.3 16.00 bh 1,492,193.39 23,875,094.27

B3B.3 4.00 bh 1,309,772.01 5,239,088.05 B3C.3 10.00 bh 1,309,772.01 13,097,720.13

B3D.3 10.00 bh 1,309,772.01 13,097,720.13 B3E.3 2.00 bh 1,355,377.36 2,710,754.72 B3F.3 2.00 bh 1,355,377.36 2,710,754.72 B3H.3 1.00 bh 592,873.09 592,873.09

B4A.3 2.00 bh 1,236,718.89 2,473,437.79 B5A'.3 2.00 bh 914,247.57 1,828,495.14 B5A.3 2.00 bh 969,542.28 1,939,084.55

B5B.3 2.00 bh 969,542.28 1,939,084.55 B6A.3 4.00 bh 1,575,735.01 6,302,940.03 B6B.3 1.00 bh 1,575,735.01 1,575,735.01

B6C.3 1.00 bh 1,575,735.01 1,575,735.01 B7A.3 2.00 bh 1,728,710.60 3,457,421.20 B7B.3 1.00 bh 1,898,023.40 1,898,023.40

B8.3 3.00 bh 2,775,776.57 8,327,329.70 Erection

B1A.3 16.00 bh 90,000.00 1,440,000.00

B1B.3 6.00 bh 90,000.00 540,000.00

SUB TOTAL PEKERJAAN STRUKTUR LANTAI 2

PEK. STRUKTUR 5/13


11/66


( Rp ) TOTAL HARGA

( Rp )

B1C.3 2.00 bh 90,000.00 180,000.00 B2A.3 4.00 bh 90,000.00 360,000.00 B2B.3 6.00 bh 90,000.00 540,000.00 B2C.3 2.00 bh 90,000.00 180,000.00 B2D.3 1.00 bh 90,000.00 90,000.00 B2E.3 1.00 bh 90,000.00 90,000.00 B2F.3 1.00 bh 90,000.00 90,000.00 B2G.3 1.00 bh 90,000.00 90,000.00 B3A.3 16.00 bh 90,000.00 1,440,000.00 B3B.3 4.00 bh 90,000.00 360,000.00

B3C.3 10.00 bh 90,000.00 900,000.00 B3D.3 10.00 bh 90,000.00 900,000.00 B3E.3 2.00 bh 90,000.00 180,000.00 B3F.3 2.00 bh 90,000.00 180,000.00 B3H.3 1.00 bh 90,000.00 90,000.00 B4A.3 2.00 bh 90,000.00 180,000.00 B5A'.3 2.00 bh 90,000.00 180,000.00 B5A.3 2.00 bh 90,000.00 180,000.00 B5B.3 2.00 bh 90,000.00 180,000.00 B6A.3 4.00 bh 90,000.00 360,000.00 B6B.3 1.00 bh 90,000.00 90,000.00 B6C.3 1.00 bh 90,000.00 90,000.00 B7A.3 2.00 bh 90,000.00 180,000.00 B7B.3 1.00 bh 90,000.00 90,000.00 B8.3 3.00 bh 90,000.00 270,000.00


S1A.3 24.00 bh 3,975,520.25 95,412,485.92 S1A'.3 24.00 bh 3,975,520.25 95,412,485.92 S1B.3 12.00 bh 5,574,363.00 66,892,356.00 S1C.3 12.00 bh 5,574,363.00 66,892,356.00 S1D.3 6.00 bh 4,145,609.90 24,873,659.41 S1Dx.3 2.00 bh 4,145,609.90 8,291,219.80 S1Dy.3 2.00 bh 4,145,609.90 8,291,219.80 S1E.3 6.00 bh 4,145,609.90 24,873,659.41 S1Ex.3 2.00 bh 4,145,609.90 8,291,219.80 S1Ey.3 2.00 bh 4,145,609.90 8,291,219.80 S1F.3 1.00 bh 4,145,609.90 4,145,609.90 S1G.3 1.00 bh 4,145,609.90 4,145,609.90 S2A.3 1.00 bh 5,676,416.79 5,676,416.79 S2B.3 1.00 bh 5,676,416.79 5,676,416.79 S3A.3 1.00 bh 5,540,345.07 5,540,345.07

S3B.3 1.00 bh 5,540,345.07 5,540,345.07 S3C.3 1.00 bh 5,398,996.88 5,398,996.88

S4A.3 2.00

bh 6,955,279.25

13,910,558.51

S4B.3 2.00 bh 6,955,279.25 13,910,558.51 S4C.3 2.00 bh 7,747,499.43 15,494,998.87 S5A.3 2.00 bh 3,264,950.28 6,529,900.57

S5B.3 2.00 bh 3,264,950.28 6,529,900.57 S6A.3 1.00 bh 2,684,394.90 2,684,394.90 S6B.3 1.00 bh 2,684,394.90 2,684,394.90

S17A.3 1.00 bh 3,383,508.33 3,383,508.33 S17B.3 1.00 bh 3,383,508.33 3,383,508.33

ErectionS1A.3 24.00 bh 75,000.00 1,800,000.00 S1A'.3 24.00 bh 75,000.00 1,800,000.00 S1B.3 12.00 bh 75,000.00 900,000.00

S1C.3 12.00 bh 75,000.00 900,000.00 S1D.3 6.00 bh 75,000.00 450,000.00 S1Dx.3 2.00 bh 75,000.00 150,000.00

S1Dy.3 2.00 bh 75,000.00 150,000.00 S1E.3 6.00 bh 75,000.00 450,000.00

S1Ex.3 2.00 bh 75,000.00 150,000.00 S1Ey.3 2.00 bh 75,000.00 150,000.00 S1F.3 1.00 bh 75,000.00 75,000.00 S1G.3 1.00 bh 75,000.00 75,000.00

S2A.3 1.00 bh 75,000.00 75,000.00 S2B.3 1.00 bh 75,000.00 75,000.00 S3A.3 1.00 bh 75,000.00 75,000.00

S3B.3 1.00 bh 75,000.00 75,000.00 S3C.3 1.00 bh 75,000.00 75,000.00 S4A.3 2.00 bh 75,000.00 150,000.00

S4B.3 2.00 bh 75,000.00 150,000.00 S4C.3 2.00 bh 75,000.00 150,000.00 S5A.3 2.00 bh 75,000.00 150,000.00

S5B.3 2.00 bh 75,000.00 150,000.00 S6A.3 1.00 bh 75,000.00 75,000.00 S6B.3 1.00 bh 75,000.00 75,000.00

S17A.3 1.00 bh 75,000.00 75,000.00

PEK. STRUKTUR 6/13


12/66


( Rp ) TOTAL HARGA

( Rp )

S17B.3 1.00 bh 75,000.00 75,000.00

4 G rout ingKolom GK (K30/50) 67.00 ttk 116,000.00 7,772,000.00 Joint G1 (K30/50) 67.00 ttk 151,426.00 10,145,542.00

5 Shear Wall t=20 CM‐ Beton K‐350 16.12 m3 931,250.00 15,010,260.00 ‐ Besi beton 102 Kg/M3 5,224.69 kg 10,295.13 53,788,854.76 ‐ Bekisting 161.18 m2 75,333.33 12,142,528.00


8 Tangga type ‐1 (tengah)* Plat tangga‐ Beton K‐350 1.10 m3 931,250.00 1,027,820.63 ‐ Besi beton 161 Kg/M3 177.70 kg 10,295.13 1,829,399.44 ‐ Bekisting 7.36 m2 123,250.00 906,873.50 * Anak tangga‐ Beton K‐350 0.53 m3 931,250.00 490,303.13 ‐ Besi beton 97 Kg/M3 51.07 kg 10,295.13 525,777.18 ‐ Bekisting 6.03 m2 123,250.00 743,690.50 * Bordes tangga‐ Beton K‐350 1.26 m3 931,250.00 1,171,512.50 ‐ Besi beton 129 Kg/M3 162.28 kg 10,295.13 1,670,713.48 ‐ Bekisting 7.40 m2 123,250.00 912,050.00 * Balok bordes 25x35‐ Beton K‐350 0.43 m3 931,250.00 402,300.00 ‐ Besi beton 298 Kg/M3 140.40 kg 10,295.13 1,445,435.55 ‐ Bekisting 4.10 m2 123,250.00 505,818.00

9 Tangga type ‐2 (2 unit)* Plat tangga‐ Beton K‐350 1.70 m3 931,250.00 1,581,262.50 ‐ Besi beton 151 Kg/M3 256.40 kg 10,295.13 2,639,649.46 ‐ Bekisting 11.32 m2 123,250.00 1,395,190.00 * Anak tangga‐ Beton K‐350 1.40 m3 931,250.00 1,307,475.00 ‐ Besi beton 73 Kg/M3 102.49 kg 10,295.13 1,055,167.95 ‐ Bekisting 10.33 m2 123,250.00 1,272,926.00

* Bordes tangga‐ Beton K‐350 0.60 m3 931,250.00 558,750.00 ‐ Besi

beton 149 Kg/M3 89.40

kg 10,295.13

920,384.18

‐ Bekisting 4.00 m2 123,250.00 493,000.00 * Balok bordes 25x35‐ Beton K‐350 0.86 m3 931,250.00 804,600.00 ‐ Besi beton 298 Kg/M3 280.80 kg 10,295.13 2,890,871.10 ‐ Bekisting 8.21 m2 123,250.00 1,011,636.00

945,828,031

D PEKERJAAN STRUKTUR LANTAI 41 Kolom Pracetak Mutu K‐350

ProduksiK4.4 54.00 bh 1,611,980.92 87,046,969.87

K4TU.4 1.00 bh 1,611,980.92 1,611,980.92 K5A.4 2.00 bh 1,147,749.34 2,295,498.69 K4R.4 6.00 bh 1,611,980.92 9,671,885.54

K4W.4 2.00 bh 1,611,980.92 3,223,961.85 K4TS.4 2.00 bh 1,611,980.92 3,223,961.85

ErectionK4.4 54.00 bh 75,000.00 4,050,000.00 K4TU.4 1.00 bh 75,000.00 75,000.00 K5A.4 2.00 bh 75,000.00 150,000.00

K4R.4 6.00 bh 75,000.00 450,000.00 K4W.4 2.00 bh 75,000.00 150,000.00 K4TS.4 2.00 bh 75,000.00 150,000.00


B1A.4 16.00 bh 2,215,280.00 35,444,480.01 B1B.4 8.00 bh 1,822,133.23 14,577,065.86 B1C.4 2.00 bh 1,822,133.23 3,644,266.47

B2A.4 4.00 bh 1,239,252.80 4,957,011.19 B2B.4 6.00 bh 1,427,215.01 8,563,290.07 B2C.4 2.00 bh 818,818.09 1,637,636.17

B2D.4 1.00 bh 1,427,215.01 1,427,215.01


PEK. STRUKTUR 7/13


13/66


( Rp ) TOTAL HARGA

( Rp )

B2E.4 1.00 bh 1,427,215.01 1,427,215.01 B2F.4 1.00 bh 1,813,367.00 1,813,367.00 B2G.4 1.00 bh 1,813,367.00 1,813,367.00 B3A.4 16.00 bh 1,492,193.39 23,875,094.27 B3B.4 4.00 bh 1,309,772.01 5,239,088.05 B3C.4 10.00 bh 1,309,772.01 13,097,720.13 B3D.4 10.00 bh 1,309,772.01 13,097,720.13 B3E.4 2.00 bh 1,355,377.36 2,710,754.72 B3F.4 2.00 bh 1,355,377.36 2,710,754.72 B3H.4 1.00 bh 592,873.09 592,873.09

B4A.4 2.00 bh 1,236,718.89 2,473,437.79 B5A'.4 2.00 bh 914,247.57 1,828,495.14 B5A.4 2.00 bh 969,542.28 1,939,084.55 B5B.4 2.00 bh 969,542.28 1,939,084.55 B6A.4 4.00 bh 1,575,735.01 6,302,940.03 B6B.4 1.00 bh 1,575,735.01 1,575,735.01 B6C.4 1.00 bh 1,575,735.01 1,575,735.01 B7A.4 2.00 bh 1,728,710.60 3,457,421.20 B7B.4 1.00 bh 1,898,023.40 1,898,023.40 B8.4 3.00 bh 2,775,776.57 8,327,329.70

ErectionB1A.4 16.00 bh 90,000.00 1,440,000.00 B1B.4 8.00 bh 90,000.00 720,000.00 B1C.4 2.00 bh 90,000.00 180,000.00 B2A.4 4.00 bh 90,000.00 360,000.00 B2B.4 6.00 bh 90,000.00 540,000.00 B2C.4 2.00 bh 90,000.00 180,000.00 B2D.4 1.00 bh 90,000.00 90,000.00 B2E.4 1.00 bh 90,000.00 90,000.00 B2F.4 1.00 bh 90,000.00 90,000.00 B2G.4 1.00 bh 90,000.00 90,000.00 B3A.4 16.00 bh 90,000.00 1,440,000.00 B3B.4 4.00 bh 90,000.00 360,000.00 B3C.4 10.00 bh 90,000.00 900,000.00 B3D.4 10.00 bh 90,000.00 900,000.00 B3E.4 2.00 bh 90,000.00 180,000.00 B3F.4 2.00 bh 90,000.00 180,000.00 B3H.4 1.00 bh 90,000.00 90,000.00 B4A.4 2.00 bh 90,000.00 180,000.00 B5A'.4 2.00 bh 90,000.00 180,000.00 B5A.4 2.00 bh 90,000.00 180,000.00 B5B.4 2.00 bh 90,000.00 180,000.00 B6A.4 4.00 bh 90,000.00 360,000.00

B6B.4 1.00 bh 90,000.00 90,000.00 B6C.4 1.00 bh 90,000.00 90,000.00

B7A.4 2.00

bh 90,000.00

180,000.00

B7B.4 1.00 bh 90,000.00 90,000.00 B8.4 3.00 bh 90,000.00 270,000.00


S1A.4 24.00 bh 3,975,520.25 95,412,485.92

S1A'.4 24.00 bh 3,975,520.25 95,412,485.92 S1B.4 12.00 bh 5,574,363.00 66,892,356.00 S1C.4 12.00 bh 5,574,363.00 66,892,356.00

S1D.4 6.00 bh 4,145,609.90 24,873,659.41 S1Dx.4 2.00 bh 4,145,609.90 8,291,219.80 S1Dy.4 2.00 bh 4,145,609.90 8,291,219.80

S1E.4 6.00 bh 4,145,609.90 24,873,659.41 S1Ex.4 2.00 bh 4,145,609.90 8,291,219.80 S1Ey.4 2.00 bh 4,145,609.90 8,291,219.80

S1F.4 1.00 bh 4,145,609.90 4,145,609.90 S1G.4 1.00 bh 4,145,609.90 4,145,609.90

S2A.4 1.00 bh 5,676,416.79 5,676,416.79 S2B.4 1.00 bh 5,676,416.79 5,676,416.79 S3A.4 1.00 bh 5,540,345.07 5,540,345.07 S3B.4 1.00 bh 5,540,345.07 5,540,345.07

S3C.4 1.00 bh 5,398,996.88 5,398,996.88 S4A.4 2.00 bh 6,955,279.25 13,910,558.51 S4B.4 2.00 bh 6,955,279.25 13,910,558.51

S4C.4 2.00 bh 7,747,499.43 15,494,998.87 S5A.4 2.00 bh 3,264,950.28 6,529,900.57 S5B.4 2.00 bh 3,264,950.28 6,529,900.57

S6A.4 1.00 bh 2,684,394.90 2,684,394.90 S6B.4 1.00 bh 2,684,394.90 2,684,394.90 S17A.4 1.00 bh 3,383,508.33 3,383,508.33

S17B.4 1.00 bh 3,383,508.33 3,383,508.33 Erection

S1A.4 24.00 bh 75,000.00 1,800,000.00

S1A'.4 24.00 bh 75,000.00 1,800,000.00

PEK. STRUKTUR 8/13


14/66


( Rp ) TOTAL HARGA

( Rp )

S1B.4 12.00 bh 75,000.00 900,000.00 S1C.4 12.00 bh 75,000.00 900,000.00 S1D.4 6.00 bh 75,000.00 450,000.00 S1Dx.4 2.00 bh 75,000.00 150,000.00 S1Dy.4 2.00 bh 75,000.00 150,000.00 S1E.4 6.00 bh 75,000.00 450,000.00 S1Ex.4 2.00 bh 75,000.00 150,000.00 S1Ey.4 2.00 bh 75,000.00 150,000.00 S1F.4 1.00 bh 75,000.00 75,000.00 S1G.4 1.00 bh 75,000.00 75,000.00

S2A.4 1.00 bh 75,000.00 75,000.00 S2B.4 1.00 bh 75,000.00 75,000.00 S3A.4 1.00 bh 75,000.00 75,000.00 S3B.4 1.00 bh 75,000.00 75,000.00 S3C.4 1.00 bh 75,000.00 75,000.00 S4A.4 2.00 bh 75,000.00 150,000.00 S4B.4 2.00 bh 75,000.00 150,000.00 S4C.4 2.00 bh 75,000.00 150,000.00 S5A.4 2.00 bh 75,000.00 150,000.00 S5B.4 2.00 bh 75,000.00 150,000.00 S6A.4 1.00 bh 75,000.00 75,000.00 S6B.4 1.00 bh 75,000.00 75,000.00 S17A.4 1.00 bh 75,000.00 75,000.00 S17B.4 1.00 bh 75,000.00 75,000.00


5 Shear Wall t=20 cm‐ Beton K‐350 16.12 m3 931,250.00 15,010,260.00 ‐ Besi beton 102 Kg/M3 3,888.90 kg 10,295.13 40,036,679.08 ‐ Bekisting 161.18 m2 75,333.33 12,142,528.00


8 Tangga type ‐1 (tengah)* Plat tangga‐ Beton K‐350 1.10 m3 931,250.00 1,027,820.63 ‐ Besi beton 161 Kg/ M3 177.70 kg 10,295.13 1,829,399.44 ‐ Bekisting 7.36 m2 123,250.00 906,873.50 * Anak tangga‐ Beton

K

‐350 0.53

m3 931,250.00

490,303.13

‐ Besi beton 97 Kg/M3 51.07 kg 10,295.13 525,777.18 ‐ Bekisting 6.03 m2 123,250.00 743,690.50 * Bordes tangga‐ Beton K‐350 1.26 m3 931,250.00 1,171,512.50 ‐ Besi beton 129 Kg/M3 162.28 kg 10,295.13 1,670,713.48 ‐ Bekisting 7.40 m2 123,250.00 912,050.00

* Balok bordes 25x35‐ Beton K‐350 0.43 m3 931,250.00 402,300.00 ‐ Besi beton 298 Kg/M3 140.40 kg 10,295.13 1,445,435.55 ‐ Bekisting 4.10 m2 123,250.00 505,818.00

9 Tangga type ‐2 (2 unit)* Plat tangga‐ Beton K‐350 1.70 m3 931,250.00 1,581,262.50 ‐ Besi beton 151 Kg/ M3 256.40 kg 10,295.13 2,639,649.46 ‐ Bekisting 11.32 m2 123,250.00 1,395,190.00 * Anak tangga

‐ Beton K‐350 1.40 m3 931,250.00 1,307,475.00 ‐ Besi beton 73 Kg/ M3 102.49 kg 10,295.13 1,055,167.95 ‐ Bekisting 10.33 m2 123,250.00 1,272,926.00 * Bordes tangga‐ Beton K‐350 0.60 m3 931,250.00 558,750.00 ‐ Besi beton 149 Kg/M3 89.40 kg 10,295.13 920,384.18 ‐ Bekisting 4.00 m2 123,250.00 493,000.00

* Balok bordes 25x35‐ Beton K‐350 0.86 m3 931,250.00 804,600.00 ‐ Besi beton 298 Kg/M3 280.80 kg 10,295.13 2,890,871.10 ‐ Bekisting 8.21 m2 123,250.00 1,011,636.00

933,062,219

E PEKERJAAN STRUKTUR LANTAI 51 Kolom Pracetak Mutu K‐350

Produksi


PEK. STRUKTUR 9/13


15/66


( Rp ) TOTAL HARGA

( Rp )

K4.5 52.00 bh 1,611,980.92 83,823,008.02 K4A.5 3.00 bh 1,611,980.92 4,835,942.77 K4R.5 6.00 bh 1,611,980.92 9,671,885.54 K4W.5 2.00 bh 1,611,980.92 3,223,961.85 K4TS.5 2.00 bh 1,611,980.92 3,223,961.85 K5A.5 2.00 bh 1,147,749.34 2,295,498.69

ErectionK4.5 52.00 bh 75,000.00 3,900,000.00 K4A.5 3.00 bh 75,000.00 225,000.00 K4R.5 6.00 bh 75,000.00 450,000.00

K4W.5 2.00 bh 75,000.00 150,000.00 K4TS.5 2.00 bh 75,000.00 150,000.00 K5A.5 2.00 bh 75,000.00 150,000.00


B1A.5 16.00 bh 2,215,280.00 35,444,480.01 B1B.5 8.00 bh 1,822,133.23 14,577,065.86 B1C.5 2.00 bh 1,822,133.23 3,644,266.47 B2A.5 4.00 bh 1,239,252.80 4,957,011.19 B2B.5 6.00 bh 1,427,215.01 8,563,290.07 B2C.5 2.00 bh 818,818.09 1,637,636.17 B2D.5 1.00 bh 1,427,215.01 1,427,215.01 B2E.5 1.00 bh 1,427,215.01 1,427,215.01 B2F.5 1.00 bh 1,813,367.00 1,813,367.00 B2G.5 1.00 bh 1,813,367.00 1,813,367.00 B3A.5 16.00 bh 1,492,193.39 23,875,094.27 B3B.5 4.00 bh 1,309,772.01 5,239,088.05 B3C.5 10.00 bh 1,309,772.01 13,097,720.13 B3D.5 10.00 bh 1,309,772.01 13,097,720.13 B3E.5 2.00 bh 1,355,377.36 2,710,754.72 B3F.5 2.00 bh 1,355,377.36 2,710,754.72 B3H.5 1.00 bh 592,873.09 592,873.09 B4A.5 2.00 bh 1,236,718.89 2,473,437.79 B5A'.5 2.00 bh 914,247.57 1,828,495.14 B5A.5 2.00 bh 969,542.28 1,939,084.55 B5B.5 2.00 bh 969,542.28 1,939,084.55 B6A.5 4.00 bh 1,575,735.01 6,302,940.03 B6B.5 1.00 bh 1,575,735.01 1,575,735.01 B6C.5 1.00 bh 1,575,735.01 1,575,735.01 B7A.5 2.00 bh 1,728,710.60 3,457,421.20 B7B.5 1.00 bh 1,898,023.40 1,898,023.40 B8.5 3.00 bh 2,775,776.57 8,327,329.70

ErectionB1A.5 16.00 bh 90,000.00 1,440,000.00

B1B.5 8.00

bh 90,000.00

720,000.00

B1C.5 2.00 bh 90,000.00 180,000.00 B2A.5 4.00 bh 90,000.00 360,000.00 B2B.5 6.00 bh 90,000.00 540,000.00

B2C.5 2.00 bh 90,000.00 180,000.00 B2D.5 1.00 bh 90,000.00 90,000.00 B2E.5 1.00 bh 90,000.00 90,000.00

B2F.5 1.00 bh 90,000.00 90,000.00 B2G.5 1.00 bh 90,000.00 90,000.00 B3A.5 16.00 bh 90,000.00 1,440,000.00

B3B.5 4.00 bh 90,000.00 360,000.00 B3C.5 10.00 bh 90,000.00 900,000.00 B3D.5 10.00 bh 90,000.00 900,000.00

B3E.5 2.00 bh 90,000.00 180,000.00 B3F.5 2.00 bh 90,000.00 180,000.00 B3H.5 1.00 bh 90,000.00 90,000.00

B4A.5 2.00 bh 90,000.00 180,000.00 B5A'.5 2.00 bh 90,000.00 180,000.00

B5A.5 2.00 bh 90,000.00 180,000.00 B5B.5 2.00 bh 90,000.00 180,000.00 B6A.5 4.00 bh 90,000.00 360,000.00 B6B.5 1.00 bh 90,000.00 90,000.00

B6C.5 1.00 bh 90,000.00 90,000.00 B7A.5 2.00 bh 90,000.00 180,000.00 B7B.5 1.00 bh 90,000.00 90,000.00

B8.5 3.00 bh 90,000.00 270,000.00


S1A.5 24.00 bh 3,975,520.25 95,412,485.92 S1A'.5 24.00 bh 3,975,520.25 95,412,485.92

S1B.5 12.00 bh 5,574,363.00 66,892,356.00 S1C.5 12.00 bh 5,574,363.00 66,892,356.00 S1D.5 6.00 bh 4,145,609.90 24,873,659.41

S1Dx.5 2.00 bh 4,145,609.90 8,291,219.80

PEK. STRUKTUR 10/13


16/66


( Rp ) TOTAL HARGA

( Rp )

S1Dy.5 2.00 bh 4,145,609.90 8,291,219.80 S1E.5 6.00 bh 4,145,609.90 24,873,659.41 S1Ex.5 2.00 bh 4,145,609.90 8,291,219.80 S1Ey.5 2.00 bh 4,145,609.90 8,291,219.80 S1F.5 1.00 bh 4,145,609.90 4,145,609.90 S1G.5 1.00 bh 4,145,609.90 4,145,609.90 S2A.5 1.00 bh 5,676,416.79 5,676,416.79 S2B.5 1.00 bh 5,676,416.79 5,676,416.79 S3A.5 1.00 bh 5,540,345.07 5,540,345.07 S3B.5 1.00 bh 5,540,345.07 5,540,345.07

S3C.5 1.00 bh 5,398,996.88 5,398,996.88 S4A.5 2.00 bh 6,955,279.25 13,910,558.51 S4B.5 2.00 bh 6,955,279.25 13,910,558.51 S4C.5 2.00 bh 7,747,499.43 15,494,998.87 S5A.5 2.00 bh 3,264,950.28 6,529,900.57 S5B.5 2.00 bh 3,264,950.28 6,529,900.57 S6A.5 1.00 bh 2,684,394.90 2,684,394.90 S6B.5 1.00 bh 2,684,394.90 2,684,394.90 S17A.5 1.00 bh 3,383,508.33 3,383,508.33 S17B.5 1.00 bh 3,383,508.33 3,383,508.33

ErectionS1A.5 24.00 bh 75,000.00 1,800,000.00 S1A'.5 24.00 bh 75,000.00 1,800,000.00 S1B.5 12.00 bh 75,000.00 900,000.00 S1C.5 12.00 bh 75,000.00 900,000.00 S1D.5 6.00 bh 75,000.00 450,000.00 S1Dx.5 2.00 bh 75,000.00 150,000.00 S1Dy.5 2.00 bh 75,000.00 150,000.00 S1E.5 6.00 bh 75,000.00 450,000.00 S1Ex.5 2.00 bh 75,000.00 150,000.00 S1Ey.5 2.00 bh 75,000.00 150,000.00 S1F.5 1.00 bh 75,000.00 75,000.00 S1G.5 1.00 bh 75,000.00 75,000.00 S2A.5 1.00 bh 75,000.00 75,000.00 S2B.5 1.00 bh 75,000.00 75,000.00 S3A.5 1.00 bh 75,000.00 75,000.00 S3B.5 1.00 bh 75,000.00 75,000.00 S3C.5 1.00 bh 75,000.00 75,000.00 S4A.5 2.00 bh 75,000.00 150,000.00 S4B.5 2.00 bh 75,000.00 150,000.00 S4C.5 2.00 bh 75,000.00 150,000.00 S5A.5 2.00 bh 75,000.00 150,000.00 S5B.5 2.00 bh 75,000.00 150,000.00

S6A.5 1.00 bh 75,000.00 75,000.00 S6B.5 1.00 bh 75,000.00 75,000.00

S17A.5 1.00

bh 75,000.00

75,000.00

S17B.5 1.00 bh 75,000.00 75,000.00


5 Shear Wall t=20 cm‐ Beton K‐350 16.12 m3 931,250.00 15,010,260.00 ‐ Besi beton 102 kg/m3 2,304.92 kg 10,295.13 23,729,486.87 ‐ Bekisting 161.18 m2 75,333.33 12,142,528.00


889,192,421

F PEKERJAAN STRUKTUR LANTAI ATAP/DAKF.1 Lantai atap/ dak elevasi +14.551 Kolom Pracetak Mutu K‐350

ProduksiK6.6 9.00 bh 420,695.33 3,786,257.98

ErectionK6.6 9.00 bh 75,000.00 675,000.00


RB1A 12.00 bh 2,097,147.12 25,165,765.45 RB1B 12.00 bh 1,623,142.62 19,477,711.47

RB1C 1.00 bh 1,623,142.62 1,623,142.62 RB1D 1.00 bh 1,623,142.62 1,623,142.62 RB1E 1.00 bh 1,623,142.62 1,623,142.62

RB1F 1.00 bh 1,623,142.62 1,623,142.62


PEK. STRUKTUR 11/13


17/66


( Rp ) TOTAL HARGA

( Rp )

RB2A 4.00 bh 1,204,680.20 4,818,720.80 RB2B 1.00 bh 799,794.01 799,794.01 RB2B' 1.00 bh 799,794.01 799,794.01 RB2D 4.00 bh 1,557,109.35 6,228,437.41 RB2E 1.00 bh 2,236,486.68 2,236,486.68 RB2F 1.00 bh 2,236,486.68 2,236,486.68 RB2G 1.00 bh 2,103,925.25 2,103,925.25 RB2H 1.00 bh 2,103,925.25 2,103,925.25 RB2J 2.00 bh 1,557,109.35 3,114,218.71 RB3A 16.00 bh 1,127,350.63 18,037,610.15

RB3B 2.00 bh 1,127,350.63 2,254,701.27 RB3C 22.00 bh 1,127,350.63 24,801,713.95 RB3D 1.00 bh 1,127,350.63 1,127,350.63 RB3D' 1.00 bh 1,127,350.63 1,127,350.63 RB4A 4.00 bh 838,934.71 3,355,738.82 RB4B 1.00 bh 838,934.71 838,934.71 RB4B' 1.00 bh 898,179.03 898,179.03 RB4C 1.00 bh 898,179.03 898,179.03 RB4D 1.00 bh 898,179.03 898,179.03 RB6A 4.00 bh 1,362,910.07 5,451,640.26 RB6B 2.00 bh 1,362,910.07 2,725,820.13 RB6C 2.00 bh 1,362,910.07 2,725,820.13 RB7A 2.00 bh 991,938.26 1,983,876.52 RB7B 2.00 bh 1,253,160.82 2,506,321.63 RB7C 2.00 bh 832,726.90 1,665,453.79 RB8A 2.00 bh 2,079,569.29 4,159,138.58 RB8B 2.00 bh 2,155,202.90 4,310,405.81

ErectionRB1A 12.00 bh 90,000.00 1,080,000.00 RB1B 12.00 bh 90,000.00 1,080,000.00 RB1C 1.00 bh 90,000.00 90,000.00 RB1D 1.00 bh 90,000.00 90,000.00 RB1E 1.00 bh 90,000.00 90,000.00 RB1F 1.00 bh 90,000.00 90,000.00 RB2A 4.00 bh 90,000.00 360,000.00 RB2B 1.00 bh 90,000.00 90,000.00 RB2B' 1.00 bh 90,000.00 90,000.00 RB2D 4.00 bh 90,000.00 360,000.00 RB2E 1.00 bh 90,000.00 90,000.00 RB2F 1.00 bh 90,000.00 90,000.00 RB2G 1.00 bh 90,000.00 90,000.00 RB2H 1.00 bh 90,000.00 90,000.00 RB2J 2.00 bh 90,000.00 180,000.00

RB3A 16.00 bh 90,000.00 1,440,000.00 RB3B 2.00 bh 90,000.00 180,000.00

RB3C 22.00

bh 90,000.00

1,980,000.00

RB3D 1.00 bh 90,000.00 90,000.00 RB3D' 1.00 bh 90,000.00 90,000.00 RB4A 4.00 bh 90,000.00 360,000.00

RB4B 1.00 bh 90,000.00 90,000.00 RB4B' 1.00 bh 90,000.00 90,000.00 RB4C 1.00 bh 90,000.00 90,000.00

RB4D 1.00 bh 90,000.00 90,000.00 RB6A 4.00 bh 90,000.00 360,000.00 RB6B 2.00 bh 90,000.00 180,000.00

RB6C 2.00 bh 90,000.00 180,000.00 RB7A 2.00 bh 90,000.00 180,000.00 RB7B 2.00 bh 90,000.00 180,000.00

RB7C 2.00 bh 90,000.00 180,000.00 RB8A 2.00 bh 90,000.00 180,000.00 RB8B 2.00 bh 90,000.00 180,000.00

3 Pelat Pracetak Mutu K‐350

ProduksiS8A 8.00 bh 4,712,575.42 37,700,603.33 S8B 4.00 bh 4,712,575.42 18,850,301.67 S8C 4.00 bh 4,712,575.42 18,850,301.67

S9 1.00 bh 4,704,278.68 4,704,278.68 S10 1.00 bh 4,531,086.82 4,531,086.82 S11 4.00 bh 3,107,859.91 12,431,439.63

S13 4.00 bh 3,840,720.35 15,362,881.40 S15A 2.00 bh 3,279,857.77 6,559,715.53 S15B 2.00 bh 3,279,857.77 6,559,715.53

S15C 4.00 bh 2,856,477.32 11,425,909.28 S16 8.00 bh 6,190,306.20 49,522,449.58 S19A 1.00 bh 3,383,508.33 3,383,508.33

S19B 1.00 bh 3,383,508.33 3,383,508.33 Erection

S8A 8.00 bh 75,000.00 600,000.00

S8B 4.00 bh 75,000.00 300,000.00

PEK. STRUKTUR 12/13


18/66


( Rp ) TOTAL HARGA

( Rp )

S8C 4.00 bh 75,000.00 300,000.00 S9 1.00 bh 75,000.00 75,000.00 S10 1.00 bh 75,000.00 75,000.00 S11 4.00 bh 75,000.00 300,000.00 S13 4.00 bh 75,000.00 300,000.00 S15A 2.00 bh 75,000.00 150,000.00 S15B 2.00 bh 75,000.00 150,000.00 S15C 4.00 bh 75,000.00 300,000.00 S16 8.00 bh 75,000.00 600,000.00 S19A 1.00 bh 75,000.00 75,000.00

S19B 1.00 bh 75,000.00 75,000.00

4 G rout ingKolom GK (K30/50) 9.00 ttk 116,000.00 1,044,000.00 Join Torn G1 (K30/50) 9.00 ttk 151,426.00 1,362,834.00 Joint RB G1 (K30/50) 67.00 ttk 151,426.00 10,145,542.00

PEKERJAAN STRUKTUR LANTAI DAKF.2 Lantai Roof tank elevasi +16.351 Balok Pracetak Mutu K‐350

ProduksiRB5 6.00 bh 1,681,708.67 10,090,252.03 RB6 6.00 bh 824,510.17 4,947,061.05

ErectionRB5 6.00 bh 90,000.00 540,000.00 RB6 6.00 bh 90,000.00 540,000.00


S18 4.00 bh 6,334,096.79 25,336,387.16 Erection

S18 4.00 bh 75,000.00 300,000.00

F.3 PEKERJAAN STRUKTUR DUDUKAN KUDA‐KUDA BAJA RINGAN1 Kolom K8 : 25x25 ( dudukan kuda2 atap tinggi 1 m)

‐ Beton K‐350 3.25 m3 931,250.00 3,026,562.50 ‐ Besi beton 444 Kg/M3 1,443.00 kg 10,295.13 14,855,865.38 ‐ Bekisting 52.00 m2 40,692.00 2,115,984.00

2 Ring Balk 20x30 RB‐1 Elv. +15.27‐ Beton K‐350 13.32 m3 931,250.00 12,404,250.00 ‐ Besi beton 206 Kg/M3 2,743.92 kg 10,295.13 28,248,999.39 ‐ Bekisting 124.32 m2 71,960.00 8,946,067.20

490,355,013

G. PEKERJAAN RANGKA

ATAP

BAJA

RINGAN

1 Rangka atap baja ringan 870.01 m2 164,765.00 143,347,527.18

143,347,527 SUB TOTAL PEKERJAAN RANGKA ATAP BAJA RINGAN

SUB TOTAL PEKERJAAN LANTAI ATAP

PEK. STRUKTUR 13/13


19/66

Pekerj aan : RUSUNAWA BERBA SIS DESAIN PROTOTYPE T-24

Lokasi : KAMPUS UNISMA, KOTA MALANG

Tahun Angg aran : 2014

2.1. PEKERJAAN STRUKTUR

2.1.B. PEKERJAAN STRUKTUR NON STANDART

2.1.B. PEKERJAAN STRUKTUR NON STANDART TOTAL 813,425,915.

B.1. PEKERJAAN PONDASI BANGUNAN (*) SUB TOTAL 422,402,505

1 Pondasi bored pile dia 80cm kedalaman (*) 5.4 M- Persiapan 1.00 ls 15,000,000.00 15,000,000.00

- Ongkos pengeboran Φ 80 cm 405.00 M' 150,000.00 60,750,000.00

- Air suplay 1.00 ls 15,000,000.00 15,000,000.00 - Beton cor K-250 207.24 m3 791,555.00 164,041,858.20

- Besi beton 62 Kg/M3 12,949.59 Kg 10,295.13 133,317,647.75

- Kantong lumpur dan pembuangan 207.24 m3 75,000.00 15,543,000.00

2 Pemotongan/perapihan kepala tiang bore pile (*) 75.00 Titik 250,000.00 18,750,000.00

B.2. GROUND TANK + RUMAH POMPA SUB TOTAL 342,453,405.8

1 Pondasi bored pile dia 80cm kedalaman (*) 5.40 M- Persiapan 1.00 ls 3,750,000.00 3,750,000.00

- Ongkos pengeboran Φ 80 cm 27.00 M' 150,000.00 4,050,000.00

- Air suplay 1.00 ls 3,750,000.00 3,750,000.00

- Beton cor K-250 13.82 m3 791,555.00 10,936,123.88 - Besi beton 62 Kg/M3 863.31 Kg 10,295.13 8,887,843.18

- Kantong lumpur dan pembuangan 13.82 m3 75,000.00 1,036,200.00 2 Pemotongan/perapihan kepala tiang bore pile (*) 5.00 Titik 250,000.00 1,250,000.00

3 Galian tanah 67.38 M3 38,475.00 2,592,299.30

4 Urug tanah kembali ruang pompa 7.06 M3 13,825.00 97,559.57 5 Pondasi batu kali Rumah pompa 1:5 5.94 M3 551,884.38 3,278,193.19

6 Urug pasir dibawah Pile Cap t=10 cm 1.13 M3 157,760.00 177,480.00

7 Lantai kerja dibawah Pile Cap t=5 cm 0.56 M3 632,264.85 355,648.98 8 Urug pasir dibawah pondasi batu kali t=10 cm 1.39 M3 157,760.00 218,655.36

9 Lantai kerja dibawah pondasi batu kali t=5 cm 0.56 M3 632,264.85 355,648.98

10 Urug pasir dibawah lantai ruang pompa t=10 cm 2.43 M3 157,760.00 383,356.80 11 Lantai kerja dibawah lantai ruang pompa t=5 cm 1.22 M3 632,264.85 768,201.80

12 Pile Cap PC- 1 =11 unit- Beton K-350 6.750 M3 931,250.00 6,285,937.50 - Besi beton 99 Kg/M3 668.25 Kg 10,295.13 6,879,717.28

- Bekisting 18.00 M2 71,960.00 1,295,280.00

13 Cor Plat dasar groundtank t=25 cm- Beton K-350 12.15 M3 931,250.00 11,314,687.50

- Besi beton 173 Kg/M3 2,101.95 Kg 10,295.13 21,639,837.99

- Bekisting 7.20 M2 173,376.50 1,248,310.80 14 Cor beton dinding +vote groundtank t=20 cm

- Beton K-350 38.92 M3 931,250.00 36,248,235.75

- Besi beton 176 Kg/M3 6,850.67 Kg 10,295.13 70,528,537.75

B I L L O F Q U A N T I T Y ( B O Q )P E K E R J A A N S T R U K T U R

NO. URAIAN PEKERJAAN VOLUME UNIT HARGA SATUAN

( Rp. )JUMLAH HARGA

( Rp. )

PEKERJAAN STRUKTUR 1/3


20/66

2.1. PEKERJAAN STRUKTUR2.1.B. PEKERJAAN STRUKTUR NON STANDART


( Rp. )JUMLAH HARGA

( Rp. )

- Bekisting 375.08 M2 226,000.00 84,768,984.00

15 Cor beton atap + tutup groundtank t=10 cm

- Beton K-350 4.75 M3 931,250.00 4,425,300.00 - Besi beton 112 Kg/M3 532.22 Kg 10,295.13 5,479,312.61

- Bekisting 47.52 M2 173,376.50 8,238,851.28

16 Pomdasi tapak 120x120 cm- Beton K-350 1.15 M3 931,250.00 1,072,800.00

- Besi beton 186 Kg/M3 214.00 Kg 10,295.13 2,203,156.75

- Bekisting 2.88 M2 71,960.00 207,244.80 17 Cor Kolom K1-25x25 ruang pompa

- Beton K-350 1.33 M3 931,250.00 1,240,890.63

- Besi beton 212 Kg/M3 282.49 Kg 10,295.13 2,908,269.86 - Bekisting 21.32 M2 40,692.00 867,553.44

18 Cor Kolom K2-20x20 ruang pompa


- Bekisting 34.11 M2 40,692.00 1,388,085.50

19 Tie Beam / Sloof 20X30 cm ruang pompa- Beton K-350 0.76 M3 931,250.00 707,377.50

- Besi beton 357 Kg/M3 271.18 Kg 10,295.13 2,791,803.17

- Bekisting 7.60 M2 42,092.00 319,730.83 20 Balok RB-20X35

- Beton K-350 1.60 M3 931,250.00 1,486,275.00

- Besi beton 247 Kg/M3 394.21 Kg 10,295.13 4,058,461.82 - Bekisting 15.05 M2 42,092.00 633,400.42

21 Cor beton atap + tanggulan rumah pompa t=10 cm


- Bekisting 38.78 M2 173,376.50 6,723,714.05

22 Cor dudukan mesin pompa 2x1.5x0.3 m- Beton K-350 0.90 M3 931,250.00 838,125.00

- Besi beton 116 Kg/M3 104.40 Kg 10,295.13 1,074,811.05

- Bekisting 2.10 M2 42,092.00 88,393.20

B.3. PEKERJAAN SEPTIC TANK BIO 2 (DUA) UNIT SUB TOTAL 38,819,484

1 (satu) unit Septic Tank Bio : 19,409,742.16

1 Plat bawah t = 15 cm ( bawah )

- Beton K-350 2.160 M3 931,250.00 2,011,500.00

- Besi 116 Kg/M3 250.560 kg 10,295.13 2,579,546.52

- Bekisting Pelat m2 3.180 m2 42,092.00 133,852.56

2 Plat penutup atap t = 15 cm

- Beton K-350 2.160 M3 931,250.00 2,011,500.00

- Besi 116 Kg/M3 250.560 kg 10,295.13 2,579,546.52

- Bekisting Pelat m2 3.180 m2 173,376.50 551,337.27

3 Pasir Urug 29.556 M3 157,760.00 4,662,754.56

4 Galian tanah 45.000 M3 38,475.00 1,731,375.00

5 Pas bata Bak Kontrol + tutup plat 3 mm (lengkap terpasang) 9.000 Unit 292,375.53 2,631,379.73

6 Pipa PVC + galian (terpasang) 2.000 M 148,475.00 296,950.00

7 Pipa vent PVC 3 " 2.000 Unit 110,000.00 220,000.00



21/66

2.1. PEKERJAAN STRUKTUR2.1.B. PEKERJAAN STRUKTUR NON STANDART


( Rp. )JUMLAH HARGA

( Rp. )

B.4. PEKERJAAN SUMUR RESAPAN 2 (DUA) UNIT SUB TOTAL 9,750,519

1 (satu) unit Pekerjaan Sumur Resapan (2.7x1.1x2.35 m) : 4,875,259.66

1 Galian tanah 11.760 M3 38,475.00 452,466.00

2 Urugan kembali dengan pasir 5.820 M3 157,760.00 918,163.20

3 Sirtu t=30 cm 1.470 M3 132,375.00 194,591.25

4 Plat penutup atap t = 15 cm

- Beton K-350 0.405 M3 931,250.00 377,156.25

- Besi 116 kg/m3 46.980 kg 10,295.13 483,664.97

- Bekisting Pelat 9.068 m2 173,376.50 1,572,091.41

5 Pas bata Bak Kontrol + tutup plat 3 mm (lengkap terpasang) 3.000 Unit 292,375.53 877,126.58



22/66

Pekerjaan : RUSUNAWA BERBASIS DESAIN PROTOTYPE T-24Lokasi : UNIV. ISLAM MALANG - KOTA MALANG


2.2. PEKERJAAN ARSITEKTU

No. JUMLAH HARG

(Rp.)

2.2.A. PEKERJAAN ARSITEKTUR STANDART 4,767,882

A.1. PEKERJA AN LA NTAI 656,503,2

I LANTAI DASAR 105,772,846.65Rp

II LANTAI DUA 124,046,148.15Rp

III LANTAI TIGA 124,046,148.15Rp

IV LANTAI EMPAT 124,046,148.15Rp

V LANTAI LIMA 106,650,365.74RpVI LANTAI ATAP DAN ROOF TANK 71,941,634.35Rp

A.2. PEKERJA AN DINDING 2,787,320,1

A.2.A. PEKERJA AN PASA NGAN DAN PLESTERAN 1,979,253,449.91Rp





V LANTAI LIMA 427,723,805.36Rp

VI LANTAI ATAP DAN ROOF TANK 25,143,648.85Rp

A.2.B. PEKERJA AN KUSEN PINTU / J ENDELA + A SSESORIES 808,066,699.07Rp






A.3. PEKERJA AN PLA FOND 212,260,7

I LANTAI EMPAT 16,066,137.21Rp

II LANTAI LIMA 196,194,662.11Rp

A.4. PEKERJA AN ATA P 438,818,12

I LANTAI LIMA 10,913,834.16Rp

II LANTAI ATAP 427,904,295.26Rp

A.5. PEKERJA AN UTILITA S 181,531,2





R E K A P I T U L A S IB I L L O F Q U A N T I T Y ( B O Q ) - P E K E R J A A N A R S I T E K T U

URAIAN PEKERJAAN

REKAP PEK. ARSITEKTUR


23/66

Pekerjaan : RUSUNAWA BERBASIS DESAIN PROTOTYPE T-24Lokasi : UNIV. ISLAM MALANG - KOTA MALANG


2.2. PEKERJAAN ARSITEKTU

No. JUMLAH HARG

(Rp.)

2.2.A. PEKERJAAN ARSITEKTUR STANDART 4,767,882

R E K A P I T U L A S IB I L L O F Q U A N T I T Y ( B O Q ) - P E K E R J A A N A R S I T E K T U

URAIAN PEKERJAAN


A.6. PEKERJA AN FINISHING 491,449,2

A.6.A. PEKERJA AN PENGECATAN 447,495,591.11Rp



III LANTAI TIGA 83,207,894.64RpIV LANTAI EMPAT 84,734,783.65Rp


VI LANTAI ATAP DAN ROOF TANK 25,123,386.46Rp

A.6.B. PEKERJA AN ENTRANCE 43,953,679.95Rp

2.2.B. PEKERJAAN ARSITEKTUR NON STANDART 259,887

B.1. PEKERJAAN CEROBONG SAMPAH 9,225,0

B.2. PEK. PERKERASAN DI DALAM & KELILING BAGIAN LUAR BANG. 4

I PEKERJAAN PERKERASAN DI BANGUNAN 34,223,066.46Rp

II PEKERJAAN PERKERASAN/JALAN MASUK KE BANGUNAN 11,684,847.19Rp

B.3. PEKERJAAN DRAINASE DI DALAM & KELILING BAGIAN LUAR BANG.(*)

I DRAINASE DALAM BANGUNAN 13,233,548.89Rp

II DRAINASE LUAR/SEKELILING BANGUNAN 43,618,991.06Rp

III BAK KONTROL 5,105,049.51Rp

B.4. PEKERJAAN GROUND TANK DAN R. POMPA DI LUAR BANGUNAN 104,

B.5. PEK. PERKERASAN DI JALAN MASUK ENTRANCE (*) 38,54

SUB TOTAL : 5,027,770,63

REKAP PEK. ARSITEKTUR


24/66

Pekerj aan : RUSUNAWA BERBA SIS DESAIN PROTOTYPE T-24

Lokasi : UNIV. ISLAM MALANG - KOTA MALANG


2.2. PEKERJAAN ARSITEKTUR2.2.A. PEKERJAAN ARSITEKTUR STANDART

2.2.A. PEKERJAAN ARSITEKTUR STANDART TOTAL 4,767,882,865

A.1. PEKERJAAN LA NTAI SUB TOTAL 656,503,291.21

I. LANTAI DASAR 105,772,846.65

1 Pasang lantai keramik km/wc diffable 20x20 ad. 5 cm (kasar) termasuk T.jemur + J 42.38 M2 100,360.23 4,253,186.05

2 Pasang keramik lantai dan perataan lantai termasuk selasar 30x30 893.29 M2 95,294.38 85,125,540.83

3 Pasang keramik tangga 30x30 48.54 M2 95,294.38 4,625,545.13

4 Pasang Step nozing 10 x 30 cm 73.08 M' 49,494.97 3,617,092.59

5 Beton pengisi (K225) pada tanggulan T = 23 cm sekeliling km/wc diffable &sekeliling janitor 0.39 M

3 745,805.00 289,968.98

6 Waterproofing (liquid/cement base) di daerah km/wc dan janitor pada dinding T =60 cm, termasuk dinding T.Jemur T=15 cm 30.07 M

2 96,887.50 2,913,600.90

7 Pasang lantai keramik motif pada daerah entrance 48.60 M2 95,294.38 4,631,306.63

8 Screed lantai R. Genset dan bak sampah 1:3, t=3.5 cm + aci 30.90 M2 10,246.30 316,605.55

II. LANTAI DUA 124,046,148.15

1 Pasang lantai keramik km/wc 20x20 ad. 5 cm (kasar) termasuk T.jemur + Janitor 100.24 M2 100,360.23 10,060,309.67

2 Pasang keramik lantai hunian termasuk selasar 30x30 708.89 M2 95,294.38 67,552,834.02



5 Waterproofing (bitumen) tahap 1 di atas lantai beton km/wc + janitor 50.07 M2 96,887.50 4,850,866.46

6 Beton pengisi (K225) lantai daerah km/wc & janitor pada lantai T = 16 cm +tanggulan T = 23 cm sekeliling km/wc & sekeliling janitor 9.07 M

3 745,805.00 6,767,486.78

7 Waterproofing (liquid/cement base) tahap 2 di atas beton pengisi km/wc 47.20 M2 96,887.50 4,572,702.45

8 Waterproofing (liquid/cement base) di daerah km/wc dan janitor pada dinding T =

71.68 M2

96,887.50 6,945,089.78

9 Waterproofing (liquid/cement base) di daerah lantai T. Jemur, termasuk dinding T= 15 cm 60.91 M

2 96,887.50 5,901,076.58

10 Screed + Waterproofing (liquid/cement base) di daerah canopy jendela + canopytempat jemur + bak bunga 86.90 M

2 107,133.80 9,309,970.07

III. LANTAI TIGA 124,046,148.15



B I L L O F Q U A N T I T Y ( B O Q )P E K E R J A A N A R S I T E K T U R

NO. J E N I S P E K E R J A A N VOL. SAT. HARGA SATUAN

(Rp.)JUMLAH HARGA

(Rp.)

PEK. ARSITEKTUR 1/13


25/66



(Rp.)JUMLAH HARGA

(Rp.)



5 Waterproofing (bitumen) tahap 1 di atas lantai beton 50.07 M2 96,887.50 4,850,866.46


3 745,805.00 6,767,486.78


8 Waterproofing (liquid/cement base) di daerah km/wc dan janitor pada dinding T = 71.68 M2 96,887.50 6,945,089.78


2 96,887.50 5,901,076.58

10 Screed + Waterproofing (liquid/cement base) di daerah canopy jendela + canopytempat jemur + bak bunga 86.90 M

2 107,133.80 9,309,970.07

IV. LANTAI EMPAT 124,046,148.15







3 745,805.00 6,767,486.78




2 96,887.50 5,901,076.58

10 Screed + Waterproofing (liquid/cement base) di daerah canopy jendela + canopytempat jemur + bak bunga 86.90 M2 107,133.80 9,309,970.07

V. LANTAI LIMA 106,650,365.74





3 745,805.00 6,767,486.78



7 Waterproofing (liquid/cement base) di daerah lantai T. Jemur, termasuk dinding T= 15 cm 60.91 M2 96,887.50 5,901,076.58

VI. LANTAI ATAP DAN ROOF TANK 71,941,634.3

1 Screed lantai 1:3, t=3.5 cm + aci daerah dak beton dan R. Roof Tank 420.40 M2 28,833.21 12,121,537.57

2 Waterproofing (membrane) daerah dak beton 430.96 M2 126,887.50 54,683,690.78

3 Waterproofing (membrane) daerah roof tank 40.48 M2 126,887.50 5,136,406.00



26/66



(Rp.)JUMLAH HARGA

(Rp.)

A.2. PEKERJAAN DINDING SUB TOTAL 2,787,320,148.9

A.2.A. PEKERJAAN PASA NGAN DAN PLESTERAN SUB TOTAL 1,979,253,449


1 Pasangan dinding batako 1:4 termasuk tangga & dind shaft (termasuk bak sampah 643.92 M2 56,648.03 36,476,535.68

2 Plester + aci dinding batako exterior/dind. Terluar 245.91 M2 50,662.77 12,458,597.37

3 Plester + aci dinding batako interior/dind. Bag dalam 1,039.76 M2 50,662.77 52,677,356.75

4 Plester + aci dinding traslam 26.12 M2 50,662.77 1,323,514.11

5 Kolom praktis & balok praktis 10/10 termasuk opening kusen aluminium 9.48 M3 1,093,584.50 10,370,739.58

6 Perapihan kolom beton 43.21 M2 11,314.37 488,916.56

7 Perapihan pelat beton bawah tangga + bordes 36.01 M2 7,782.40 280,234.11

8 Perapihan balok beton + balok tangga termasuk balok koridor/selasar 340.40 M2 11,314.37 3,851,400.23 9 Perapihan pelat beton hunian + pelat koridor.selasar 797.09 M2 7,782.40 6,203,309.79

10 Perapihan canopy hunian + bak bunga 210.74 M2 7,782.40 1,640,062.98

11 Pas. besi Black Steel railling tga darurat dia. 2 1/2" finish cat (terpasang) 16.30 M1 260,329.90 4,243,377.37

12 Pas. besi Black Steel railling tga utama dia.2 1/2" finish cat (terpasang) 22.03 M1 260,329.90 5,735,067.70

13 Pasang dudukan railling tangga Utama dan darurat 32.00 Bh 52,065.98 1,666,111.36

14 Pas. Keramik 20x25 dinding km/wc diffable T = 1,75 M 75.04 M2 95,894.71 7,195,939.23

15 Pas. Keramik 20x25 dinding pantry ( janitor T=1,0 M ) 7.00 M2 95,894.71 671,262.99

16 Pas. Keramik 20x25 dinding pantry hunian diffable ( T=1,75 M ) 75.04 M2 95,894.71 7,195,939.23

17 Pas. Plint Keramik 10x30 dinding corridor/selasar 159.67 M1 49,494.97 7,902,624.68

18 Pasang Profil di atas kusen J1 uk. 3 x 10 cm 40.48 M1 29,289.38 1,185,633.90

19 Pasang Tralis sunscreen hollow 40.40.2 di T.jemur + cat (terpasang) 8.00 Unit 2,330,000.00 18,640,000.00 20 Pasang Tralis sunscreen aluminium jalusi corridor/selasar :

- Panjang 3.70 cm 4.00 Unit 964,596.75 3,858,387.00

21 Dinding Shear Wall :

- Perapihan dinding shear wall (eksterior) 48.16 M2 160,795.00 7,743,887.20

- Perapihan dinding shear wall (interior) 126.88 M2 160,795.00 20,401,669.60

22 Ornamen kolom finish batu batu candi (30x50 cm) 71.30 M2 176,030.10 12,550,946.13

24 Kongliong + cat 8.00 Unit 635,000.00 5,080,000.00

25 Finishing acian pada ending teras/pengakhiran teras (elv. ± 0.00 sampai -0.15) 8.15 M2 18,586.91 151,390.35

II. LANTAI DUA 434,589,291.11

1 Pasangan dind. batako 1:4 termasuk tangga + dind shaft + tanggulan (KM/WC + 988.23 M2 56,648.03 55,981,413.70





6 Perapihan kolom beton 238.97 M2 11,314.37 2,703,749.74


8 Perapihan balok beton + balok tangga termasuk balok koridor/selasar 321.62 M2 11,314.37 3,638,977.46



27/66



(Rp.)JUMLAH HARGA

(Rp.)

9 Perapihan pelat beton hunian + pelat koridor.selasar + bak bunga 860.37 M2 7,782.40 6,695,778.51

10 Perapihan canopy hunian 176.55 M2 7,782.40 1,373,992.06



13 Pas. Besi Black Steel railling koridor/selasar dia 2 1/2" + finish cat (terpasang) 85.16 M1 260,329.90 22,169,694.28

14 Pas. Besi Black Steel railling + kaki railling koridor/selasar dia 2 1/2", 2", 1" +finish cat (terpasang) pada daerah as 0A/B-C, as 13/B-C, sisi void (as 0/antaraBC, as antara 4-5/antara BC, as 7/antara BC, as 12/antara BC)

323.51 M1 260,329.90 84,219,325.95

15 Pasang dudukan railling tangga Utama dan darurat termasuk korridor/selasar 84.00 Bh 52,065.98 4,373,542.32

16 Pas. Keramik 20x25 dinding km/wc T = 1,75 M 203.26 M2 95,894.71 19,491,799.00

17 Pas. Keramik 20x25 dinding janitor T = 1,0 M 8.20 M2 95,894.71 786,336.64

18 Pas. Keramik 20x25, dinding pantry bersama T = 0,75 M 3.12 M2 95,894.71 299,191.50


20 Pasang Profil di bawah kusen J1 uk. 3 x 10 cm 43.92 M1 29,289.38 1,286,389.35

21 Pasang Tralis sunscreen hollow 40.40.2 di T.jemur + cat (terpasang) 24.00 Unit 2,330,000.00 55,920,000.00

22 Pasang Tralis sunscreen aluminium jalusi as 0A/B-C dan as 13/B-C

- Panjang 3.70 cm 4.00 Unit 964,596.75 3,858,387.00




24 Ornamen kolom finish batu batu candi (30x50 cm) 26.00 M2 176,030.10 4,576,782.60


27 Pasang Tali air di area kolom praktis selasar uk. 1 x 2 cm 54.00 M1 15,075.52 814,078.32


1 Pasangan dind. batako 1:4 termasuk tangga + dind shaft + tanggulan (KM/WC + 988.23 M2 56,648.03 55,981,413.70









10 Perapihan canopy hunian 176.55 M2 7,782.40 1,373,992.06





323.51 M1 260,329.90 84,219,325.95






28/66



(Rp.)JUMLAH HARGA

(Rp.)






- Panjang 3.70 cm 4.00 Unit 964,596.75 3,858,387.00







1 Pasangan dind. batako 1:4 termasuk tangga + dind shaft + tanggulan (KM/WC +

janitor) + dind. Canopy samping kiri kanan 1,004.81 M2 56,648.03 56,920,411.36









10 Perapihan canopy hunian 176.55M

2 7,782.40 1,373,992.06





323.51 M1 260,329.90 84,219,325.95






20 Pasang Profil di bawah kusen J1 uk. 3 x 10 cm 43.92 M1 29,289.38 1,286,389.35 21 Pasang Tralis sunscreen hollow 40.40.2 di T.jemur + cat (terpasang) 24.00 Unit 2,330,000.00 55,920,000.00


- Panjang 3.70 cm 4.00 Unit 964,596.75 3,858,387.00








29/66



(Rp.)JUMLAH HARGA

(Rp.)

V. LANTAI LIMA 427,723,805.36

1 Pasangan dind. batako 1:4 termasuk tangga + dind shaft + tanggulan (KM/WC + 1,049.88 M2 56,648.03 59,473,498.20






7 Perapihan ring balok beton termasuk balok koridor/selasar 350.50 M2 11,314.37 3,965,637.47

8 Perapihan pelat beton koridor/selasar + bak bunga 307.90 M2 7,782.40 2,396,162.05

9 Perapihan canopy sekeliling bangunan 461.78 M2 7,782.40 3,593,741.11


11 Pas. besi Black Steel railling tga utama dia.2 1/2" finish cat (terpasang) 7.69 M1

260,329.90 2,001,936.93 12 Pas. Besi Black Steel railling koridor/selasar dia 2 1/2" + finish cat (terpasang) 85.16 M1 260,329.90 22,169,694.28


323.51 M1 260,329.90 84,219,325.95









- Panjang 3.70 cm 4.00 Unit 964,596.75 3,858,387.00






24 Tangga 'M' menuju ke Lantai Atap + cat ( model gantung lengkap terpasang ) 1.00 Unit 1,619,729.90 1,619,729.90

VI. LANTAI ATAP DAN ROOF TANK 25,143,648.8

1 Pasangan dinding batako 1:4 ( T = 0.42 M pada atap dan 0.65 M pada roof tank) 143.79 M2 56,648.03 8,145,192.92


3 Kolom praktis & balok praktis 10/10 atap dan roof tank 0.28 M3 1,093,584.50 301,698.09

4 Perapihan kolom beton 13.93 M2 11,314.37 157,563.92

5 Perapihan ring balok beton 75.32 M2 11,314.37 852,175.72

6 Perapihan pelat dak beton atap dan roof tank 725.37 M2 7,782.40 5,645,119.49

7 Tangga 'M' menuju ke Roof Tank + cat ( model gantung lengkap terpasang ) 1.00 Unit 1,619,729.90 1,619,729.90

8 Penutup Main Hole tangga ke roof tank + cat ( terpasang ) 1.00 Unit 247,427.50 247,427.50



30/66



(Rp.)JUMLAH HARGA

(Rp.)

A.2.B. PEKERJAAN KUSEN PINTU / JENDELA + ASSESORIES SUB TOTAL 808,066,699


1 Kusen C Kanal + Daun Pintu Plat Besi (terpasang) type PSS 2.00 Unit 1,941,660.00 3,883,320.00

2 Kusen Rangka UNP + Daun Pintu Plat Baja T = 1,5 mm (terpasang) type P3 1.00 Unit 1,488,606.00 1,488,606.00

3 Kusen Rangka Besi Siku + Daun Pintu Plat Baja T=1,5 mm (terpasang) type P5 1.00 Unit 970,830.00 970,830.00

4 Kusen Ranka Baja UNP + Louver (terpasang) type JL 2.00 Unit 272,606.25 545,212.50

5 Kusen Aluminium + Daun Pintu Aluminium Kaca (terpasang) type PS2 1.00 Unit 849,476.25 849,476.25

6 Kusen Aluminium + Daun Pintu Aluminium Strip (terpasang) type PS3 2.00 Unit 299,339.25 598,678.50

7 Kusen Aluminium + Daun Pintu Multipleks t=9 mm (terpasang) type PJ3 1.00 Unit 1,364,790.00 1,364,790.00

8 Kusen Aluminium + Daun Pintu Multipleks t=9 mm (terpasang) type P1A 8.00 Unit 1,505,490.00 12,043,920.00

9 Kus. Alum. + Daun Pintu Multipleks t=6 mm bag dlm formika (terpasang) type P2A 8.00 Unit 1,626,140.25 13,009,122.00 10 Kusen Aluminium + Daun Pintu Kaca + Multipleks t=9 mm (terpasang) type PJ2A 8.00 Unit 1,002,487.50 8,019,900.00

11 Kusen Aluminium + Daun Pintu Multipleks t=9 mm (terpasang) type P4 2.00 Unit 1,626,140.25 3,252,280.50

12 Kus. Alum. + Daun Pintu Multipleks t=6 mm bag dlm formika (terpasang) type P2 J 2.00 Unit 1,626,140.25 3,252,280.50

13 Kusen Aluminium + Daun Pintu PVC (terpasang) type P2 3.00 Unit 242,707.50 728,122.50

14 Kusen Aluminium + Daun jendela (terpasang) type J1 20.00 Unit 1,585,890.90 31,717,818.09



17 Kusen Aluminium + Daun jendela bouvenligh (terpasang) type BV 12.00 Unit 201,904.50 2,422,854.00

18 Kusen Aluminium + Daun jendela bouvenligh (terpasang) type BV2 3.00 Unit 251,904.50 755,713.50

19 Pasang Glass Block Tangga Darurat @ 1 unit = 4 buah glass block type GB 4.00 Unit 130,766.67 523,066.67

20 Pasang Glass Block Janitor @ 1 unit = 6 buah glass block type GB1 2.00 Unit 185,766.67 371,533.33 21 Pasang Penutup Shaft Hunian (terpasang) 24.00 Unit 1,283,208.85 30,797,012.40

22 Pasang Pintu Pipa Hollow pada daerah Tangga Darurat (terpasang) 2.00 Unit 2,504,442.50 5,008,885.00

II. LANTAI DUA 168,853,807.98

1 Kusen Aluminium + Daun Pintu Aluminium Strip (terpasang) type JS 2.00 Unit 266,978.25 533,956.50




5 Kusen Aluminium + Daun Pintu PVC (terpasang) type P2 23.00 Unit 242,707.50 5,582,272.50

6 Kus. Alum. + Daun Pintu Multipleks t=6 mm bag dlm formika (terpasang) type P2 J 2.00 Unit 1,626,140.25 3,252,280.50 7 Kusen Aluminium + Daun Pintu Kaca + Multipleks t=9 mm (terpasang) type PJ2 24.00 Unit 1,002,487.50 24,059,700.00





12 Pasang Glass Block Janitor @ 1 unit = 6 buah glass block type GB1 2.00 Unit 185,766.67 371,533.33

13 Pasang Penutup Shaft Hunian (terpasang) 24.00 Unit 1,283,208.85 30,797,012.40



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7 Kusen Aluminium + Daun Pintu Kaca + Multipleks t=9 mm (terpasang) type PJ2 24.00 Unit 1,002,487.50 24,059,700.00





12 Pasang Glass Block Janitor @ 1 unit = 6 buah glass block type GB1 2.00 Unit 185,766.67 371,533.33 13 Pasang Penutup Shaft Hunian (terpasang) 24.00 Unit 1,283,208.85 30,797,012.40








7 Kusen Aluminium + Daun Pintu Kaca + Multipleks t=9 mm (terpasang) type PJ2 24.00 Unit 1,002,487.50 24,059,700.00 8 Kusen Aluminium + Daun jendela (terpasang) type J1 24.00 Unit 1,585,890.90 38,061,381.71


10 Kusen Aluminium + Daun jendela bouvenligh (terpas

Pembiayaan Rusun Blora 5 Lantai

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