Rab Rusunawa Edit

D A F T A R K U A N T I T A S D A N H A R G A ( D K H)

Pekerjaan : Pembangunan Rumah Susun PesantrenLokasi : Pesantren Al Ishlah Yayasan Bina Insan Sejahtera, Cigorowek, Singaparna Kab. Tasikmalaya

Satuan Kerja : Pembangunan Rumah Susun PesantrenKegiatan : Penyediaan Rumah SusunTahun Anggaran : 2015

No JENIS PEKERJAAN

I. PEKERJAAN PERSIAPAN TOTAL I :

I.A. PEKERJAAN PERSIAPAN STANDART

II. PEKERJAAN STRUKTUR, ARSITEKTUR DAN ME TOTAL II:

II.A. PEKERJAAN STRUKTUR STANDART SUB TOTAL II.A :

2.1.A PEKERJAAN STRUKTUR STANDART

A.1 PEKERJAAN LANTAI

A.2. PEKERJAAN DINDING

A.2.A PEK. PASANGAN DAN PLESTERAN

A.2.B PEK. KUSEN PINTU / JENDELA + ASSESORIES

A.3. PEKERJAAN PLAFOND

A.4. PEKERJAAN ATAP

A.5. PEKERJAAN UTILITAS

A.6. PEKERJAAN FINISHING

A.6.A PEKERJAAN PENGECETAN

A.6.B PEKERJAAN ENTRANCE

2.3.A. PEKERJAAN MEKANIKAL DAN ELEKTRIKAL

A.1. PEKERJAAN INSTALASI PLAMBING

A.2. PEKERJAAN INSTALASI ELEKTRIKAL

Terbilang :


: Pembangunan Rumah Susun Pesantren: Pesantren Al Ishlah Yayasan Bina Insan Sejahtera, Cigorowek, Singaparna Kab. Tasikmalaya: Pembangunan Rumah Susun Pesantren: Penyediaan Rumah Susun: 2015

JENIS PEKERJAAN JUMLAH HARGA

PEKERJAAN PERSIAPAN TOTAL I : 184,028,980.80

PEKERJAAN PERSIAPAN STANDART 184,028,980.80

PEKERJAAN STRUKTUR, ARSITEKTUR DAN ME TOTAL II: 9,192,471,412.95

PEKERJAAN STRUKTUR STANDART SUB TOTAL II.A : 7,029,897,464.10

PEKERJAAN STRUKTUR STANDART 9,320,945,118.45 A.1 PEKERJAAN LANTAI 2,804,000,918.25 A.2. PEKERJAAN DINDING 3,568,612,355.70 A.2.A PEK. PASANGAN DAN PLESTERAN 1,249,226,365.80 A.2.B PEK. KUSEN PINTU / JENDELA + ASSESORIES 996,783,822.30 A.3. PEKERJAAN PLAFOND 322,582,472.10 A.4. PEKERJAAN ATAP 199,890,119.10 A.5. PEKERJAAN UTILITAS 179,849,065.20 A.6. PEKERJAAN FINISHING 252,664,451.55

224,775,520.20 A.6.B PEKERJAAN ENTRANCE 27,888,931.35

PEKERJAAN MEKANIKAL DAN ELEKTRIKAL

A.1. PEKERJAAN INSTALASI PLAMBING 179,929,509.90 A.2. PEKERJAAN INSTALASI ELEKTRIKAL 477,354,680.25

Jumlah PPN 10 %Jumlah Total


: Pembangunan Rumah Susun Pesantren

: Pembangunan Rumah Susun Pesantren: Penyediaan Rumah Susun: 2015

JUMLAH HARGA

184,028,980.80

184,028,980.80

9,192,471,412.95

7,029,897,464.10

9,320,945,118.45 ###

##################

252,664,451.55 ######

657,284,190.15 ######

10,230,893,760.15 1,023,089,376.02 11,253,983,136.17


Pekerjaan : Pembangunan Rumah Susun PesantrenLokasi : Pesantren Al Ishlah Yayasan Bina Insan Sejahtera, Cigorowek, Singaparna Kab. TasikmalayaSatuan Kerja : Pembangunan Rumah Susun PesantrenKegiatan : Penyediaan Rumah SusunTahun Anggaran : 2015

No JENIS PEKERJAAN

II.B. PEKERJAAN NON STANDART SUB TOTAL II.B :

2.1.B PEKERJAAN STRUKTUR NON STANDARTB.1 PEKERJAAN PONDASI BANGUNAN (*)B.2. PEKERJAAN GROUND TANK + RUMAH POMPA TERMASUK PANCANG (*)B.3. PEKERJAAN SEPTIC TANK BIO 2 (DUA) UNIT

2.2.B. PEKERJAAN ARSITEKTUR NON STANDARTB.1. PEKERJAAN CEROBONG SAMPAHB.2. PEK. PERKERASAN KELILING BAGIAN LUAR BANGUNANB.3 PEKERJAAN DRAINASE KELILING BAGIAN LUAR BANG.(*)B.4 PEKERJAAN GROUND TANK DAN R. POMPA DI LUAR BANGUNAN

2.3.B PEKERJAAN MEKANIKAL DAN ELEKTRIKALB.1. PEKERJAAN PEMADAM KEBAKARANB.2. PEKERJAAN VENTILASI UDARAB.3. PEKERJAAN INSTALASI ELEKTRONIKB.4. PEKERJAAN SARAN DAN PRASARANA LINGKUNGAN (LUAR BANGUNAN)

TOTAL I + II :

TOTAL :

DI BULATKAN :


: Pembangunan Rumah Susun Pesantren: Pesantren Al Ishlah Yayasan Bina Insan Sejahtera, Cigorowek, Singaparna Kab. Tasikmalaya: Pembangunan Rumah Susun Pesantren: Penyediaan Rumah Susun: 2015

JENIS PEKERJAAN

PEKERJAAN NON STANDART SUB TOTAL II.B :

PEKERJAAN STRUKTUR NON STANDARTB.1 PEKERJAAN PONDASI BANGUNAN (*)B.2. PEKERJAAN GROUND TANK + RUMAH POMPA TERMASUK PANCANG (*)B.3. PEKERJAAN SEPTIC TANK BIO 2 (DUA) UNIT

PEKERJAAN ARSITEKTUR NON STANDARTB.1. PEKERJAAN CEROBONG SAMPAHB.2. PEK. PERKERASAN KELILING BAGIAN LUAR BANGUNANB.3 PEKERJAAN DRAINASE KELILING BAGIAN LUAR BANG.(*)B.4 PEKERJAAN GROUND TANK DAN R. POMPA DI LUAR BANGUNAN

PEKERJAAN MEKANIKAL DAN ELEKTRIKALB.1. PEKERJAAN PEMADAM KEBAKARANB.2. PEKERJAAN VENTILASI UDARAB.3. PEKERJAAN INSTALASI ELEKTRONIKB.4. PEKERJAAN SARAN DAN PRASARANA LINGKUNGAN (LUAR BANGUNAN)

TOTAL I + II :

TOTAL :

DI BULATKAN :


: Pembangunan Rumah Susun Pesantren

: Pembangunan Rumah Susun Pesantren: Penyediaan Rumah Susun: 2015

JUMLAH HARGA( Rp. )

2,162,573,948.85

971,270,650.35 753,070,500.00 182,642,246.85 35,557,903.50

268,664,693.85 33,291,747.30 56,572,855.50 85,506,437.10 93,293,652.90

922,638,604.65 2,149,875.00 100,927,316.70 44,952,705.00 774,608,707.95

9,376,500,393.75

9,376,500,000.00


I. PEKERJAAN PERSIAPAN

NO. JENIS PEKERJAAN VOL SAT.HARGA SATUAN JUMLAH HARGA

(Rp.) (Rp.)

A. PEKERJAAN PERSIAPAN STANDART TOTAL 184,028,980.00

1 Pengukuran dan Pemasangan Bouwplark 151.20 m2 75,606.00 79,386.30

2 Direksi Keet 16.00 m2 677,272.50 711,136.13

3 Gudang Kerja 24.00 m2 779,431.00 818,402.55

4 Papan Nama Proyek 1.00 buah 900,000.00 945,000.00

5 Foto Proyek 3 Fase (warna) 3.00 set 562,500.00 590,625.00

6 Air Kerja 6.00 bulan 1,425,000.00 1,496,250.00

7 Listrik Kerja 6.00 bulan 1,463,096.00 1,536,250.80

8 Pagar Seng Keliling Proyek 191.20 m2 388,855.00 408,297.75

9 Mobile Crane (2 unit) > 10 ton 3 bulan 4,000,000.00 4,200,000.00

10Pekerjaan soil test, Sondir kapasitas 2,5 ton dan bor dalam

kedalaman s/d 30 m ( 2 titik sondir, 1 titik bor dalam) 1 unit 17,500,000.00 18,375,000.00

11 Perancah Bekisting 1.275.90 m2 8,250.00 8,662.50

JUMLAH HARGABOBOT %

(Rp.)

184,028,980.00

79,386.30 0,13 3,780.30 5% 711,136.13 0,12 33,863.63 5% 818,402.55 0,21 38,971.55 5% 945,000.00 0,01 45,000.00 5% 590,625.00 0,02 28,125.00 5% 1,496,250.00 0,10 71,250.00 5% -

1,536,250.80 0,10 73,154.80 5% 408,297.75 0.83 19,442.75 5% 4,200,000.00 0.13 200,000.00 5%

0.20 - 5% 18,375,000.00 875,000.00 5% 8,662.50 0.12 412.50 5%

R E K A P I T U L A S I D A F T A R K U A N T I T A S D A N H A R G A ( D K H)


II. PEKERJAAN STRUKTUR

NO. URAIAN PEKERJAAN

A. PEKERJAAN STRUKTUR BAWAH (SUB STRUCTURE)1 Pekerjaan Pondasi Tiang Pancang2 Pekerjaan Pilecap3 Pekerjaan Tie Beam (sloof)4 Pekerjaan Galian Tanah5 Pekerjaan Urugan Pasir6 Pekerjaan Lantai Kerja7 Urungan tanah kembali bekas galian8 Tanah Uruh peninggian lantai t=53 cm (dalam bangunan)9 Pasir urug diatas tanah urug t=10 cm (dalam bangunan)

10 Pekerjaan Tesr PDA tiang

B. PEKERJAAN STRUKTUR ATAS (UPPER STRUCTURE)1 Pekerjaan Struktur Lantai Dasar elv. -0.05 m2 Pekerjaan Struktur Lantai 2 elv. +3.35 m3 Pekerjaan Struktur Lantai 3 elv. +6.55 m4 Pekerjaan Struktur Lantai Dak elv. +12.95 m5 Pekerjaan Struktur RingBaik dan Lantai Rocbank6 Pekerjaan Struktur Atap

C. PEKERJAAN STRUKTUR GROUNDTANK + RUMAH POMPA

D. PEKERJAAN STRUKTUR SEPTICTANK (STP) 2 BH

Jumlah Total Harga Pekerjaan Struktur (A+B+C+D) Rp

R E K A P I T U L A S I D A F T A R K U A N T I T A S D A N H A R G A ( D K H)

: Pesantren Al Ishlah Yayasan Bina Insan Sejahtera, Cigorowek, Singaparna Kab. Tasikmalaya

URAIAN PEKERJAANJUMLAH HARGA

(Rp.) 1,350,696,715.00

753,070,500.00 790,724,025.00 277,966,893.00 291,865,237.65 129,507,201.00 135,982,561.05 79,924,376.00 83,920,594.80 5,373,414.00 5,642,084.70 7,014,999.00 7,365,748.95 836,538.00 878,364.90 29,647,625.00 31,130,006.25 17,742,669.00 18,629,802.45 49,612,500.00 52,093,125.00

2,135,346,692.00 374,040,805.00 392,742,845.25 611,398,860.00 641,968,803.00 600,664,512.00 630,697,737.60 376,310,625.00 395,126,156.25 15,868,165.00 16,661,573.25 157,063,725.00 164,916,911.25

PEKERJAAN STRUKTUR GROUNDTANK + RUMAH POMPA 173,944,997.00

PEKERJAAN STRUKTUR SEPTICTANK (STP) 2 BH 33,664,669.00

Jumlah Total Harga Pekerjaan Struktur (A+B+C+D) Rp 3,693,653,073.00

37,653,525.00 5% 13,898,344.65 5% 6,475,360.05 5% 3,996,218.80 5% 268,670.70 5% 350,749.95 5% 41,826.90 5% 1,482,381.25 5% 887,133.45 5% 2,480,625.00 5%

18,702,040.25 5% 30,569,943.00 5% 30,033,225.60 5% 18,815,531.25 5% 793,408.25 5% 7,853,186.25 5%

PEKERJAAN STRUKTURPekerjaan : Pembangunan Rumah Susun PesantrenLokasi : Pesantren Al Ishlah Yayasan Bina Insan Sejahtera, Cigorowek, Singaparna Kab. TasikmalayaSatuan Kerja : Pembangunan Rumah Susun PesantrenKegiatan : Penyediaan Rumah SusunTahun Anggaran : 2015


NO. JENIS PEKERJAAN VOLUME

A. PEKERJAAN STRUKTUR BAWAH (SUB STUCTURE)1 Pekerjaan Pondasi Tiang Pancang

Tipe Tiang pacang 25 x 25 cm 3.510 Pemotongan Kepala tiang 234.00

2 Pekerjaan PilecapTipe P1Beton K-350 0.56 Besi beton 118.83 Bekisting 3.00 Tipe P2Beton K-350 21.60 Besi beton 5,815.00 Bekisting 86.40 Tipe P3Beton K-350 30.24 Besi beton 5,903.00 Bekisting 53.52 Tipe PSW-1Beton K-350 18.90 Besi beton 4,576.00 Bekisting 32.40 Tipe PSW-2Beton K-350 13.50 Besi beton 2,509.00 Bekisting 35.00

3 Pekerjaan Tie Boam (sloof)Tipe TB-1 25x40 cmBeton K-350 31.57 Besi beton 6,194.00 Bekisting 325.00

4 Pekerjaan Gajian Tanah

Galian Tanah Pilecap < 1 m 0.94 Tipe P1 32.64 Tipe P2 43.20 Tipe P3 25.65 Tipe PSW-1 25.68 Tipe PSW-2 19.20 Galian Tanah Tie Boam < 1 mTipe TB-1 25X40 cm 59.49

5 Pekerjaan Urugan PasirUrugan Pasir dibawah Pondasi t = 10 cmTipe P1 0.11 Tipe P2 3.60 Tipe P3 5.04 Tipe PSW-1 3.15 Tipe PSW-2 2.25 Urugan Pasir dibawah Tie Boam t = 10 cmTipe TB-1 25x40 cm 7.08

6 Pekerjaan Lantai KerjaLantai Kerja dibawah Pondasi t = 5 cmTipe P1 0.05 Tipe P2 1.50 Tipe P3 2.52 Tipe PSW-1 1.58 Tipe PSW-2 1.13

Tipe TB- 25x40 cm 3.54

7 Urugan tanah kembali bekas galian 32.63

8 Tanah urug peninggian lantai t = 51 cm (dalam bangunan) 409.00

9 Pasir urug diatas tanah urug t= 10 cm (dalam bangunan) 77.3010 Pekerjaan Test PDA Tiang

PEKERJAAN STRUKTUR


UNITHARGA SATUAN JUMLAH HARGA

BOBOT %(Rp.) (Rp.)

TOTAL 15,631,200.00

m1 220,000.00 772,200.00 7.86pcs 63,500.00 14,859,000.00 0.17

254,656,205.44

m2 987,350.70 552,916.39 0.01Kg 8,023.00 953,373.09 0.01m2 134,045.00 402,135.00 0.13

m2 940,334.00 20,311,214.40 0.32Kg 8,023.00 46,653,745.00 0.53m2 134,045.00 11,581,488.00 0.13

m2 934,334.00 28,254,260.16 0.20Kg 8,023.00 47,359,769.00 0.41m2 13,445.00 719,576.40 0.05

m2 987,350.00 18,660,915.00 0.14Kg 8,023.00 36,713,248.00 0.23m2 134,045.00 4,343,058.00 0.06

m2 987,350.00 13,329,225.00 0.34Kg 8,023.00 20,129,707.00 0.56m2 134,045.00 4,691,575.00 0.49

133,476,192.50

m2 987,350.00 31,170,639.50 0.01Kg 8,023.00 49,694,462.00 0.02m2 134,045.00 43,564,625.00 0.02

m3 43,745.00 41,120.30 0.01m3 43,745.00 1,427,836.80 0.01m3 43,745.00 1,889,784.00 0.01m3 43,745.00 1,122,059.25 0.01m3 43,745.00 1,123,371.60 0.01m3 43,745.00 839,904.00 0.01

m3 43,745.00 2,602,390.05

9,766,138.98

m3 253,050.00 27,835.50 0.01m3 253,050.00 910,980.00 0.01m3 253,050.00 1,275,372.00 0.01m3 253,050.00 797,107.50 0.02m3 253,050.00 569,362.50 0.01m3m3 253,050.00 1,791,594.00 0.01

m3 648,066.00 32,403.30 0.01m3 648,066.00 972,099.00 0.01m3 648,066.00 1,633,126.32 0.01m3 648,066.00 1,023,944.28 0.02m3 648,066.00 732,314.58 0.01

648,066.00 2,294,153.64 0.03

25,641.00 836,665.83 0.01

72,366.00 29,597,694.00 0.32

229,530.00 17,742,669.00 0.190.53

m3

m3

m3

m3

200,000.00 5% 65,000.00 5%

5%5%5%

987,350.70 47,016.70 940,334.00 5% 8,023.00 8,023.00 5% 134,045.00 134,045.00 5%

5% 940,334.00 5% 8,023.00 5% 134,045.00 5%

5%5%5%5%5%

987,350.00 5% 8,023.00 5% 134,045.00 5%

5%5%5%5%5%5%5%5%5%5%5%5%

2,083.10 43,745.10 41,662.00 5% 41,662.00 5% 41,662.00 5% 41,662.00 5% 41,662.00 5% 41,662.00 5% 41,662.00 5% 41,662.00 5%

5%5%5%

12,050.00 253,050.00 241,000.00 5% 235,050.00 5% 235,050.00 5% 235,050.00 5% 235,050.00 5%

5% 235,050.00 5%

5%5%5%

32,403.30 648,066.00 5% 648,066.00 5% 648,066.00 5% 648,066.00 5% 648,066.00 5%

32,403.29 648,065.75 5%

1,221.00 24,420.00 5%

3,446.00 68,920.00 5%

10,930.00 218,600.00 5% 787,500.00 15,750,000.00 5%

B PEKERJAAN STRUKTUR ATAS (UPPER STRUCTRE)1 Pekerjaan Struktur Lantai Dasar elv. -0.05 m

a. Komponen Kolom dan Kolom Pracetak Mutu K-350Produksi K1.1 42.00 bh 1,436,400.00 60,328,800.00 K2.1 34.00 bh 1,436,400.00 48,837,600.00 K3.1 8.00 bh 1,436,400.00 11,491,200.00 K4.1 2.00 bh 1,260,921.90 2,521,843.80 Besi beton K1.1 42.00 bh 157,500.00 6,615,000.00 K2.1 14.00 bh 157,500.00 2,205,000.00 K3.1 8.00 bh 157,500.00 1,260,000.00 K4.1 2.00 bh 157,500.00 315,000.00

GroutingKolom 66.00 titik 192,937.50 12,733,875.00

Besi Stek Kolom K1.1 330.72 kg 8,424.15 2,786,034.89 K2.1 110.24 kg 8,424.15 928,678.30 K3.1 62.99 kg 8,424.15 530,637.21 K4.1 15.75 kg 8,424.15 132,680.36 Tipe SW-1

Beton K-350 13.99 987,350.70 13,813,036.29 Besi beton 1643.74 kg 8,424.15 13,847,112.32

Bekisting 111.80 142,514.40 15,933,109.92 Tipe SW-2


m3

m3

m3

Bekisting 104.33 142,514.40 14,868,527.35 b. Komponen


c. Komponen Tangga

Tangga Utama 4.30 987,350.70 4,245,608.01 Beton K-350 527.78 kg 8,424.15 4,446,097.89

Bekisting 23.81 142,514.40 3,393,267.86 Tangga Samping


Bekisting 35.14 142,514.40 5,007,956.02

2 Pekerjaan Struktur Lantai 2 elv. +3.35ma. Komponen Kolom dan

KolomProduksi K2.1 42.00 bh 987,350.70 41,468,729.40 K2.2 14.00 bh 8,424.15 117,938.10 K2.3 8.00 bh 142,514.40 1,140,115.20

Erection K2.1 42.00 bh 987,350.70 41,468,729.40 K2.2 14.00 bh 8,424.15 117,938.10 K2.3 8.00 bh 142,514.40 1,140,115.20

Tipe SW-1


Bekisting 82.88 142,514.40 11,811,593.47

m3

m3

m3

m3

m3

m3

m3

m3

Tipe SW-2Beton K-350 7.91 987,350.70 7,809,944.04 Bekisting 968.84 kg 8,424.15 8,161,653.49

m3

24.30 5%3.99 5%

5%5%5%

60,328,800.00 0.64 68,400.00 1,368,000.00 5% 48,837,600.00 0.21 68,400.00 1,368,000.00 5% 11,491,200.00 0.12 68,400.00 1,368,000.00 5% 2,521,843.80 0.03 60,043.90 1,200,878.00 5%

5% 6,615,000.00 0.07 7,500.00 150,000.00 5% 2,205,000.00 0.02 7,500.00 150,000.00 5% 1,260,000.00 0.01 7,500.00 150,000.00 5% 315,000.00 0.00 7,500.00 150,000.00 5%

5%5%

12,733,875.00 0.14 9,187.50 183,750.00 5%5%5%5%

2,786,034.89 0.03 401.15 8,023.00 5% 928,678.30 0.01 401.15 8,023.00 5% 530,637.21 0.01 401.15 8,023.00 5% 132,680.36 0.00 401.15 8,023.00 5%

5%

13,813,036.29 0.15 47,016.70 940,334.00 5% 13,847,112.32 0.15 401.15 8,023.00 5%

15,933,109.92 0.17 6,786.40 135,728.00 5%5%

10,544,905.48 0.11 47,016.70 940,334.00 5% 23,013,514.18 0.25 401.15 8,023.00 5%

14,868,527.35 0.16 6,786.40 135,728.00 5% - 5% - 5%

76,322,209.11 0.81 47,016.70 940,334.00 5% 52,829,950.69 0.56 401.15 8,023.00 5%

- 5%

4,245,608.01 0.05 47,016.70 940,334.00 5% 4,446,097.89 0.05 401.15 8,023.00 5%

3,393,267.86 0.04 6,786.40 135,728.00 5% - 5%

6,496,767.61 0.07 47,016.70 940,334.00 5% 6,817,243.39 0.07 401.15 8,023.00 5%

5,007,956.02 0.06 6,786.40 135,728.00 5% - 5%

6.52 - 5% - 5% - 5% - 5%

41,468,729.40 0.49 47,016.70 940,334.00 5% 117,938.10 0.16 401.15 8,023.00 5% 1,140,115.20 0.09 6,786.40 135,728.00 5%

- 5% - 5%

41,468,729.40 0.07 47,016.70 940,334.00 5% 117,938.10 0.02 401.15 8,023.00 5% 1,140,115.20 0.01 6,786.40 135,728.00 5%

- 5% - 5%

10,228,953.25 0.11 47,016.70 940,334.00 5% 8,119,448.49 0.09 401.15 8,023.00 5%

11,811,593.47 0.13 6,786.40 135,728.00 5%

7,809,944.04 0.08 47016.7 940,334.00 5% 8,161,653.49 0.09 401.15 8,023.00 5%

b. Komponen Balok 77.20 142,512.30 11,001,949.56 Balok Pracetak Mutu K-350Produksi G1A.2 26.00 bh 1,611,294.30 41,893,651.80 G1B.2 8.00 bh 1,258,049.10 10,064,392.80 G1C.2 15.00 bh 1,564,402.35 23,466,035.25 G1Ca.2 1.00 bh 1,564,402.35 1,564,402.35 G1Cb.2 10.00 bh 1,564,402.35 15,644,023.50 G1C2 16.00 bh 1,564,402.35 25,030,437.60 G1Cb.5 26.00 bh 1,533,495.60 39,870,885.60 G1Cb.6 2.00 bh 3,668,439.60 7,336,879.20 Komponen Plat Lantai 1.00 bh 2,737,377.30 2,737,377.30 Brection G1A.2 26.00 bh 252,000.00 6,552,000.00 G1B.2 8.00 bh 252,000.00 2,016,000.00 G1C.2 15.00 bh 252,000.00 3,780,000.00 G1Ca.2 1.00 bh 252,000.00 252,000.00 G1Cb.2 10.00 bh 252,000.00 2,520,000.00 G1C2 16.00 bh 252,000.00 4,032,000.00 G1Cb.5 26.00 bh 252,000.00 6,552,000.00 G1Cb.6 2.00 bh 252,000.00 504,000.00 GKEKEKEKE 1.00 bh 252,000.00 252,000.00

c. Komponen Pelat LantaiPelat Pracetak Mutu K-350ProduksiS1.2 76.00 bh 1,649,916.45 125,393,650.20 S1.2 26.00 bh 1,602,352.50 41,661,165.00 S1.2 12.00 bh 1,625,395.80 19,504,749.60 S1.2 6.00 bh 1,175,846.70 7,055,080.20 S1.2 2.00 bh 1,200,367.35 2,400,734.70 S1.2 4.00 bh 1,165,761.45 4,663,045.80 S1.2 1.00 bh 2,720,100.60 2,720,100.60 BrectionS1.2 76.00 bh 189,000.00 14,364,000.00

m3

S1.2 26.00 bh 189,000.00 4,914,000.00 S1.2 12.00 bh 189,000.00 2,268,000.00 S1.2 6.00 bh 189,000.00 1,134,000.00 S1.2 2.00 bh 189,000.00 378,000.00 S1.2 4.00 bh 189,000.00 756,000.00 S1.2 1.00 bh 189,000.00 189,000.00 S1.2GroutingKolom 66.00 bh 192,937.50 12,733,875.00 Joint 64.00 bh 172,761.75 11,056,752.00

d. Komponen TanggaTangga UtamaBeton K-350 4.18 987,350.70 4,127,125.93 Besi beton 507.01 kg 8,424.15 4,271,128.29 Bekisting 22.66 142,514.40 3,229,376.30 Tangga Samping -

e Beton K-350 6.38 1,087,502.85 6,938,268.18 Besi Beton 775.83 kg 1,087,502.85 843,717,336.12 Bekisting 36.20 1,087,502.85 39,367,603.17

3 Pekerjaan Struktur Lantai 3 elv. +6.55 ma. Komponen Kolom dan ??

Kolom Pracetak mutu K-350Produksi K3.1 12.00 bh 987,350.70 11,848,208.40 K3.2 14.00 bh 8,424.15 117,938.10 K3.3 8.00 bh 142,514.40 1,140,115.20

K5.4 2.00 bh 287,601.60 575,203.20 Erection K3.3 4.00 bh 165,000.00 660,000.00 K3.3 48.00 bh 165,000.00 7,920,000.00 K3.4 12.00 bh 165,000.00 1,980,000.00 K3.5 2.00 bh 165,000.00 330,000.00

m3

m3

m3

m3

11,001,949.56 0.12 6786.3 135,726.00 5%0 5%0 5%

41,893,651.80 0.45 76728.3 1,534,566.00 5% 10,064,392.80 0.11 59907.1 1,198,142.00 5% 23,466,035.25 0.25 74495.35 1,489,907.00 5% 1,564,402.35 0.02 74495.35 1,489,907.00 5% 15,644,023.50 0.17 74495.35 1,489,907.00 5% 25,030,437.60 0.26 74495.35 1,489,907.00 5% 39,870,885.60 0.43 73023.6 1,460,472.00 5% 7,336,879.20 0.08 174687.6 3,493,752.00 5% 2,737,377.30 0.03 130351.3 2,607,026.00 5%

0 5% 6,552,000.00 0.07 12000 240,000.00 5% 2,016,000.00 0.02 12000 240,000.00 5% 3,780,000.00 0.04 12000 240,000.00 5% 252,000.00 0.00 12000 240,000.00 5% 2,520,000.00 0.03 12000 240,000.00 5% 4,032,000.00 0.04 12000 240,000.00 5% 6,552,000.00 0.07 12000 240,000.00 5% 504,000.00 0.01 12000 240,000.00 5% 252,000.00 0.00 12000 240,000.00 5%

0 5%0 5%0 5%

125,393,650.20 1.34 78567.45 1,571,349.00 5% 41,661,165.00 0.44 76302.5 1,526,050.00 5% 19,504,749.60 0.21 77399.8 1,547,996.00 5% 7,055,080.20 0.08 55992.7 1,119,854.00 5% 2,400,734.70 0.03 57160.35 1,143,207.00 5% 4,663,045.80 0.05 55512.45 1,110,249.00 5% 2,720,100.60 0.03 129528.6 2,590,572.00 5%

0 5% 14,364,000.00 0.15 9000 180,000.00 5%

4,914,000.00 0.05 9000 180,000.00 5% 2,268,000.00 0.02 9000 180,000.00 5% 1,134,000.00 0.01 9000 180,000.00 5% 378,000.00 0.00 9000 180,000.00 5% 756,000.00 0.01 9000 180,000.00 5% 189,000.00 0.00 9000 180,000.00 5%

0 5%0 5%

12,733,875.00 0.13 9187.5 183,750.00 5% 11,056,752.00 0.12 8226.75 164,535.00 5%

0 5%0 5%

4,127,125.93 0.04 47016.7 940,334.00 5% 4,271,128.29 0.05 401.15 8,023.00 5% 3,229,376.30 0.03 6786.4 135,728.00 5% - 0 5% 6,938,268.18 0.07 51785.85 1,035,717.00 5% 843,717,336.12 0.07 51785.85 1,035,717.00 5% 39,367,603.17 0.06 51785.85 1,035,717.00 5%

0 5%6.41 0 5%

0 5%0 5%0 5%

11,848,208.40 0.49 47016.7 940,334.00 5% 117,938.10 0.16 401.15 8,023.00 5% 1,140,115.20 0.09 6786.4 135,728.00 5%

575,203.20 0.01 274,528.80 13,072.80 261,456.00 5% - - 5%

660,000.00 0.01 157,500.00 7,500.00 150,000.00 5% 7,920,000.00 0.08 157,500.00 7,500.00 150,000.00 5% 1,980,000.00 0.02 157,500.00 7,500.00 150,000.00 5% 330,000.00 0.00 157,500.00 7,500.00 150,000.00 5%

K1.3 K2.3 K3.3Tipe SW-1Beton K-350Besi betonBekistingTipe SW-2Beton K-350Besi betonBekisting

b. Komponen BalokBalok Pracetak Mutu K-350ProduksiBalok pracetak k - 350

B1A.3B1A.4B1A.5B1A.6B1A.7B1A.8

ErectionB1.2B1.3B1.4B1.5B1.6B1.7B1.8

c. Komponen Pelat LantaiPelat Pracetak Mutu K-350Prodiksi

B1.2B1.3B1.4B1.5B1.6B1.7

ErectionB1.2B1.3B1.4B1.5B1.6B1.7

GroutingKolom

Jointd. Komponen Tangga

Tangga UtamaBeton K-350Besi BetonBekistingTangga SampingBeton K-350Besi BetonBekisting

4 Pekerjaan Struktur Lantai Dak elv. +12.95 ma. Komponen Kolom

Kolom Pracetak Mutu K-350Produksi K5.1 K5.2 K5.3

42.00 bh 165,000.00 6,930,000.00 0.0714.00 bh 165,000.00 2,310,000.00 0.02

8.00 bh 165,000.00 1,320,000.00 0.01

10.36 1,034,367.40 10,716,046.26 0.11963.83 kg 8,825.30 8,506,088.90 0.09

82.88 149,300.80 12,374,050.30 0.13

7.91 1,034,367.40 8,181,846.13 0.08968.54 kg 8,825.30 8,547,656.06 0.09

77.28 149,300.80 11,537,965.82 0.12

26.00 bh 1,688,022.60 43,888,587.60 0.458.00 bh 1,317,961.70 10,543,693.60 0.11

15.00 bh 1,594,897.70 23,923,465.50 0.251.00 bh 1,594,897.70 1,594,897.70 0.02

10.00 bh 1,594,897.70 15,948,977.00 0.1716.00 bh 1,594,897.70 25,518,363.20 0.2528.00 bh 1,606,519.20 44,982,537.60 0.46

26.00 bh 264,000.00 6,864,000.00 0.078.00 bh 264,000.00 2,112,000.00 0.02

15.00 bh 264,000.00 3,960,000.00 0.041.00 bh 264,000.00 264,000.00 0.00

10.00 bh 264,000.00 2,640,000.00 0.0316.00 bh 264,000.00 4,224,000.00 0.0428.00 bh 264,000.00 7,392,000.00 0.08

76.00 bh 1,728,483.90 131,364,776.40 1.3426.00 bh 1,678,875.00 43,650,750.00 0.4412.00 bh 1,702,795.60 20,433,547.20 0.21

6.00 bh 1,231,839.40 7,391,036.40 0.082.00 bh 1,257,527.70 2,515,055.40 0.034.00 bh 1,221,273.90 4,885,095.60 0.05

76.00 bh 198,000.00 15,048,000.00 0.1526.00 bh 198,000.00 5,148,000.00 0.0512.00 bh 198,000.00 2,376,000.00 0.02

6.00 bh 198,000.00 1,188,000.00 0.012.00 bh 198,000.00 396,000.00 0.004.00 bh 198,000.00 792,000.00 0.01

64.00 titik 177,925.00 11,387,200.00 0.13

m3

m3

m3

m3

64.00 titik 180,988.50 11,583,264.00 0.12

4.18 1,034,367.40 4,323,655.73 0.04507.01 kg 8,825.30 4,474,515.35 0.05

22.66 149,300.80 3,383,156.13 0.03

6.38 1,034,367.40 6,599,264.01 0.07775.53 kg 8,825.30 6,844,284.91 0.07

36.20 149,300.80 5,404,688.96 0.08

4.01

4.00 bh 405,097.00 1,620,388.00 0.0248.00 bh 211,845.70 10,168,593.60 0.1012.00 bh 343,282.50 4,119,390.00 0.04

m3

m3

m3

m3

157,500.00 7,500.00 150,000.00 5% 157,500.00 7,500.00 150,000.00 5% 157,500.00 7,500.00 150,000.00 5% - - 5% 987,350.70 47,016.70 940,334.00 5% 8,424.15 401.15 8,023.00 5% 142,514.40 6,786.40 135,728.00 5% - - 5% 987,350.70 47,016.70 940,334.00 5% 8,424.15 401.15 8,023.00 5% 142,514.40 6,786.40 135,728.00 5% - - 5% - - 5% - - 5% 1,611,294.30 76,728.30 1,534,566.00 5% 1,258,054.35 59,907.35 1,198,147.00 5% 1,522,402.35 72,495.35 1,449,907.00 5% 1,522,402.35 72,495.35 1,449,907.00 5% 1,522,402.35 72,495.35 1,449,907.00 5% 1,522,402.35 72,495.35 1,449,907.00 5% 1,533,495.60 73,023.60 1,460,472.00 5% - - 5% 252,000.00 12,000.00 240,000.00 5% 252,000.00 12,000.00 240,000.00 5% 252,000.00 12,000.00 240,000.00 5% 252,000.00 12,000.00 240,000.00 5% 252,000.00 12,000.00 240,000.00 5% 252,000.00 12,000.00 240,000.00 5% 252,000.00 12,000.00 240,000.00 5% - - 5% - - 5% - - 5% 1,649,916.45 78,567.45 1,571,349.00 5% 1,602,562.50 76,312.50 1,526,250.00 5% 1,625,395.80 77,399.80 1,547,996.00 5% 1,175,846.70 55,992.70 1,119,854.00 5% 1,200,367.35 57,160.35 1,143,207.00 5% 1,165,761.45 55,512.45 1,110,249.00 5% - - 5% 189,000.00 9,000.00 180,000.00 5% 189,000.00 9,000.00 180,000.00 5% 189,000.00 9,000.00 180,000.00 5% 189,000.00 9,000.00 180,000.00 5% 189,000.00 9,000.00 180,000.00 5% 189,000.00 9,000.00 180,000.00 5% - - 5% - - 5% 169,837.50 8,087.50 161,750.00 5%

172,761.75 8,226.75 164,535.00 5% - - 5% - - 5% 987,350.70 47,016.70 940,334.00 5% 8,424.15 401.15 8,023.00 5% 142,514.40 6,786.40 135,728.00 5% - - 5% 987,350.70 47,016.70 940,334.00 5% 8,424.15 401.15 8,023.00 5% 142,514.40 6,786.40 135,728.00 5% - - 5% - - 5% - - 5% - - 5% - - 5% 386,683.50 18,413.50 368,270.00 5% 202,216.35 9,629.35 192,587.00 5% 327,678.75 15,603.75 312,075.00 5%


NO. URAIAN PEKERJAAN VOLUME

K5.4 2.00Erection K3.3 4.00 K3.3 48.00 K3.4 12.00 K3.5 2.00

b. Komponen BalokBalok Pracetak Mutu K-350Produksi

B.A.4 26.00B.A.5 8.00B.A.6 15.00B.A.7 1.00B.A.8 10.00B.A.9 16.00

B.A.10 26.00B.A.11 2.00

ErectionB1.4 26.00B1.5 8.00B1.6 15.00B1.7 1.00B1.8 10.00B1.9 16.00

B1.10 26.00B1.11 2.00

GroutingKolom 66.00Join tora 64.00

c. Komponen Pelat LantaiPelat 1 = 130 cmBeton K-350 23.24Besi beton 22529.01Bekisting 178.80

Pekerjaan Struktur 6 Komponen Koloma. Tipe K-9

Beton K-350 0.50Besi beton 122.72Bekisting 8.00Tipe K-9Beton K-350 0.72

Besi beton 124.39Bekisting 9.60Komponen Balok

b. Balok Pracetak Mutu K-350Produksi BP.1A 38.00BP.1A 8.00BP.1A 12.00BP.1A 8.00BP.1A 1.00BP.1A 2.00BP.1A 2.00BP.1A 2.00BP.1A 1.00BP.1A 1.00BP.1A 2.00BP.1A 2.00

2.00Erection

BP.1A 38.00

UNITHARGA SATUAN JUMLAH HARGA

BOBOT %(Rp.) (Rp.)

bh 287,601.60 575,203.20 0.01

bh 165,000.00 660,000.00 0.01bh 165,000.00 7,920,000.00 0.08bh 165,000.00 1,980,000.00 0.02bh 165,000.00 330,000.00 0.00

bh 2,597,316.70 67,530,234.20 0.69bh 2,768,004.80 22,144,038.40 0.23bh 3,087,728.60 46,315,929.00 0.47bh 3,072,680.60 3,072,680.60 0.03bh 3,087,728.60 30,877,286.00 0.31bh 1,606,519.20 25,704,307.20 0.26bh 1,606,519.20 41,769,499.20 0.43

bh 1,489,782.80 2,979,565.60 0.03

bh 264,000.00 6,864,000.00 0.07bh 264,000.00 2,112,000.00 0.02bh 264,000.00 3,960,000.00 0.04bh 264,000.00 264,000.00 0.00bh 264,000.00 2,640,000.00 0.09bh 264,000.00 4,224,000.00 0.04bh 264,000.00 6,864,000.00 0.07bh 264,000.00 528,000.00 0.01

bh 180,125.00 11,888,250.00 0.14bh 180,988.50 11,583,264.00 0.12

1,034,367.40 24,038,698.38 0.24kg 8,825.30 198,825,271.95 0.23

154,504.90 27,625,476.12 0.28

1.69

1,034,367.40 517,183.70 0.01kg 8,825.30 1,083,040.82 0.01

154,504.90 1,236,039.20 0.01 - 1,034,367.40 744,744.53 0.01

m3

m3

m3

m3

m3

kg 8,825.30 1,097,779.07 0.01 154,504.90 1,483,247.04 0.01

bh 1,477,608.00 56,149,104.00 0.57bh 1,466,352.80 11,730,822.40 0.12bh 1,466,096.50 17,593,158.00 0.18bh 1,232,171.60 9,857,372.80 0.10bh 1,491,678.10 1,491,678.10 0.02bh 1,115,226.20 2,230,452.40 0.02bh 1,559,916.60 3,119,833.20 0.03bh 1,561,805.30 3,123,610.60 0.03bh 1,455,096.50 1,455,096.50 0.01bh 1,249,166.60 1,249,166.60 0.01bh 1,095,135.80 2,190,271.60 0.02bh 1,271,678.10 2,543,356.20 0.03bh 1,117,426.20 2,234,852.40 0.02

- bh 264,000.00 10,032,000.00 0.1

m3

274,528.80 13,072.80 261,456.00 5% - - 5% 157,500.00 7,500.00 150,000.00 5% 157,500.00 7,500.00 150,000.00 5% 157,500.00 7,500.00 150,000.00 5% 157,500.00 7,500.00 150,000.00 5% - - 5% - - 5% - - 5% 2,479,256.85 118,059.85 2,361,197.00 5% 2,642,186.40 125,818.40 2,516,368.00 5% 2,947,377.30 140,351.30 2,807,026.00 5% 2,933,013.30 139,667.30 2,793,346.00 5% 2,947,377.30 140,351.30 2,807,026.00 5% 1,533,495.60 73,023.60 1,460,472.00 5% 1,533,495.60 73,023.60 1,460,472.00 5% 1,422,065.40 67,717.40 1,354,348.00 5% - - 5% 252,000.00 12,000.00 240,000.00 5% 252,000.00 12,000.00 240,000.00 5% 252,000.00 12,000.00 240,000.00 5% 252,000.00 12,000.00 240,000.00 5% 252,000.00 12,000.00 240,000.00 5% 252,000.00 12,000.00 240,000.00 5% 252,000.00 12,000.00 240,000.00 5% 252,000.00 12,000.00 240,000.00 5% - - 5% - - 5% 171,937.50 8,187.50 163,750.00 5% 172,761.75 8,226.75 164,535.00 5% - - 5% - - 5% 987,350.70 47,016.70 940,334.00 5% 8,424.15 401.15 8,023.00 5% 147,481.95 7,022.95 140,459.00 5% - - 5% - - 5% - - 5% - - 5% 987,350.70 47,016.70 940,334.00 5% 8,424.15 401.15 8,023.00 5% 147,481.95 7,022.95 140,459.00 5% - - 5% 987,350.70 47,016.70 940,334.00 5%

8,424.15 401.15 8,023.00 5% 147,481.95 7,022.95 140,459.00 5% - - 5% - - 5% - - 5% 1,410,444.00 67,164.00 1,343,280.00 5% 1,399,700.40 66,652.40 1,333,048.00 5% 1,399,455.75 66,640.75 1,332,815.00 5% 1,176,163.80 56,007.80 1,120,156.00 5% 1,423,874.55 67,803.55 1,356,071.00 5% 1,064,534.10 50,692.10 1,013,842.00 5% 1,489,011.30 70,905.30 1,418,106.00 5% 1,490,814.15 70,991.15 1,419,823.00 5% 1,388,955.75 66,140.75 1,322,815.00 5% 1,192,386.30 56,780.30 1,135,606.00 5% 1,045,356.90 49,778.90 995,578.00 5% 1,213,874.55 57,803.55 1,156,071.00 5% 1,066,634.10 50,792.10 1,015,842.00 5% - - 5% 252,000.00 12,000.00 240,000.00 5%

BP.12 8.00

BP.13 1.00BP.14 2.00BP.15 2.00BP.16 2.00BP.17 1.00BP.18 1.00BP.19 2.00BP.20 2.00BP.21 2.00

Pelat Pracetak Mutu K-350ProduksiB5.4 1.00B5.5 2.00B5.6 2.00ErectionB5.7 1.00B5.8 2.00B5.9 2.00

Kolom 5.00Joint RN 66.00

7

Pekerjaan Struktur AtapRangka Atap Baja Ringan 1022.80

C. PEKERJAAN STRUKTUR GROUNDTANK + RUMAH POMPA

1

Pekerjaan Struktur BawahPekerjaan Pondasi Tiang PancangTipe Tiang 225.00Pemotongan Kepala Tiang 15.00

2

Pekerjaan PilecasTipe P1Beton K-350 2.53Besi beton 671.99Bekisting 13.50Tipe P2Beton K-350 1.69Besi beton 384.86Bekisting 6.75

3

Pekerjaan Tie Boam (sloof)Tipe TB-1 25x40 cm

3

Beton K-350 3.09Besi beton 832.17Bekisting 32.45Pekerjaan Galian TanahGalian Tanah < 1 mTipe P1 3.25Tipe P2 2.04Tipe TB-1 25x40 cm 6.95

5

Pekerjaan Urugan PasirUrugan Pasir di bawah platTipe P1 0.60Tipe P2 0.11Urugan Pasir di bawah platTipe TB-1 25x40 cm 0.77

6

Pekerjaan Lantai KerjaLantai Kerja di bawah platTipe P1 0.03Tipe P2 0.06Lantai Kerja dibawah platTipe TB-1 25x40 cm 0.39

7 Urugan tanah kembali bekas galian 2.528 Urugan tanah ruang 4.539 Pasir Urug diatas tanah urug t=10 cm (dalam bangunan) 1.32

10

Komponen Pelat LantaiPelat t = 250 Beton K- 325 8.220

Besi 959.120

Pekerjaan Struktur Atas

bh 252,000.00 2,016,000.00 0.02

bh 252,000.00 252,000.00 0.00bh 252,000.00 504,000.00 0.01bh 252,000.00 504,000.00 0.01bh 252,000.00 504,000.00 0.01bh 252,000.00 252,000.00 0.00bh 252,000.00 252,000.00 0.00bh 252,000.00 504,000.00 0.01bh 252,000.00 504,000.00 0.01bh 252,000.00 504,000.00 0.01

bh 1,883,803.95 1,883,803.95 0.02bh 1,829,601.90 3,659,203.80 0.04bh 1,685,589.15 3,371,178.30 0.04

bh 189,000.00 189,000.00 0.00bh 189,000.00 378,000.00 0.00bh 189,000.00 378,000.00 0.00

bh 192,979.50 964,897.50 0.01bh 172,761.75 11,402,275.50 0.12

1.88 153,562.50 157,063,725.00 1.56

1.951.03

210,000.00 47,250,000.00 0.50bh 68,250.00 1,023,750.00 0.01

987,350.70 2,497,997.27 0.03kg 8,424.15 5,660,944.56 0.06

140,747.25 1,900,087.88 0.02

987,350.70 1,668,622.68 0.02kg 8,424.15 3,242,118.37 0.03

140,747.25 950,043.94 0.01

m3

m3

m3

m3

m3

m3

987,350.70 3,050,913.66 0.03kg 8,424.15 7,010,324.91 0.06

140,747.25 4,567,248.26 0.02

43,745.10 142,171.58 0.00 43,745.10 89,240.00 0.00 43,745.10 304,028.45 0.00

253,050.00 151,830.00 0.00 253,050.00 27,835.50 0.00

253,050.00 194,848.50 0.00

253,050.00 7,591.50 0.00 253,050.00 15,183.00 0.00

253,050.00 98,689.50 0.00 253,050.00 637,686.00 0.00 253,050.00 1,146,316.50 0.00 253,050.00 334,026.00 0.00 -

987,350.70 8,116,022.75 0.09

kg 8,424.15 8,079,770.75 0.09

0.92

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

12,000.00 240,000.00 5% 12,000.00 240,000.00 5% 12,000.00 240,000.00 5% 12,000.00 240,000.00 5% 12,000.00 240,000.00 5% 12,000.00 240,000.00 5% 12,000.00 240,000.00 5% 12,000.00 240,000.00 5% 12,000.00 240,000.00 5% 12,000.00 240,000.00 5% - 5% - 5% - 5% 89,704.95 1,794,099.00 5% 87,123.90 1,742,478.00 5% 80,266.15 1,605,323.00 5% - 5% 9,000.00 180,000.00 5% 9,000.00 180,000.00 5% 9,000.00 180,000.00 5% - 5% 9,189.50 183,790.00 5% 8,226.75 164,535.00 5% - 5% - 5% 7,312.50 146,250.00 5% - 5% - 5% - 5% - 5% - 5% 10,000.00 200,000.00 5% 3,250.00 65,000.00 5% - 5% - 5% 47,016.70 940,334.00 5% 401.15 8,023.00 5% 6,702.25 134,045.00 5% - 5% 47,016.70 940,334.00 5% 401.15 8,023.00 5% 6,702.25 134,045.00 5% - 5% - 5%

47,016.70 940,334.00 5% 401.15 8,023.00 5% 6,702.25 134,045.00 5% - 5% - 5% 2,083.10 41,662.00 5% 2,083.10 41,662.00 5% 2,083.10 41,662.00 5% - 5% - 5% 12,050.00 241,000.00 5% 12,050.00 241,000.00 5% - 5% 12,050.00 241,000.00 5% - 5% - 5% 12,050.00 241,000.00 5% 12,050.00 241,000.00 5% - 5% 12,050.00 241,000.00 5% 12,050.00 241,000.00 5% 12,050.00 241,000.00 5% 12,050.00 241,000.00 5%

47,016.70 940,334.00 5% 401.15 8,023.00 5% - 5% - 5%

1 Komponen TipeBeton K-350 1.280 987,350.70 1,263,808.90 Besi beton 354.340 kg 8,424.15 2,985,013.31 Bekisting 25.600 139,029.45 3,559,153.92

2 Komponen BalokTipe Beton K-350 1.270 987,350.70 1,253,935.39 Besi beton 432.950 kg 8,424.15 3,647,235.74 Bekisting 18.440 139,029.45 2,563,703.06

3 Komponen BalokBeton K-350 14.570 987,350.70 14,385,699.70 Besi beton 2168.340 kg 8,424.15 18,266,421.41 Bekisting 148.720 139,029.45 20,676,459.80

4 Komponen balokTipe B2Beton K-350 5.280 987,350.70 5,213,211.70 Besi beton 542.050 kg 8,424.15 4,566,310.51 Bekisting 43.960 139,029.45 6,111,734.62

D PEKERJAAN STRUKTUR SEPTICTANK (STP) 2 BH

Pekerjaan Besi Septitank1 Galian tanah STP 35.850 43,745.10 1,568,261.84 2 Urugan pasir 0.976 229,530.00 224,021.28 3 Lantai kerja 0.488 678,392.40 331,055.49 4 Dudukan

Beton K-350 2.928 987,350.70 2,890,962.85 Besi beton 203.291 kg 8,424.15 1,712,553.88 Bekisting 4.620 139,029.45 642,316.06

5 Penutup SeptitankBeton K-350 1.464 987,350.70 1,445,481.42 Besi beton 120.280 kg 8,424.15 1,013,256.76 Bekisting 2.310 147,951.30 341,767.50

6 Urugan tanah kembali 21.960 25,641.00 563,076.36 7 Pasangan bata 1.000 unit 1,575,000.00 1,575,000.00

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

8 Pipa PVC - 2.000 89,250.00 178,500.00 9 Rumah Blower 1.000 unit 5,250,000.00 5,250,000.00

m3

- 5% - 5%

1,263,808.90 0.01 47,016.70 940,334.00 5% 2,985,013.31 0.03 401.15 8,023.00 5% 3,559,153.92 0.04 6,620.45 132,409.00 5%

- 5% - 5%

1,253,935.39 0.01 47,016.70 940,334.00 5% 3,647,235.74 0.04 401.15 8,023.00 5% 2,563,703.06 0.03 6,620.45 132,409.00 5%

- 5% 14,385,699.70 0.16 47,016.70 940,334.00 5% 18,266,421.41 0.19 401.15 8,023.00 5% 20,676,459.80 0.23 6,620.45 132,409.00 5%

- 5% - 5%

5,213,211.70 0.06 47,016.70 940,334.00 5% 4,566,310.51 0.05 401.15 8,023.00 5% 6,111,734.62 0.07 6,620.45 132,409.00 5%

- 5%0.36 - 5%

- 5%0.19 - 5%

1,568,261.84 0.02 2,083.10 41,662.00 5% 224,021.28 0.00 10,930.00 218,600.00 5% 331,055.49 0.00 32,304.40 646,088.00 5%

- 5% 2,890,962.85 0.03 47,016.70 940,334.00 5% 1,712,553.88 0.02 401.15 8,023.00 5% 642,316.06 0.01 6,620.45 132,409.00 5%

- 5% 1,445,481.42 0.02 47,016.70 940,334.00 5% 1,013,256.76 0.01 401.15 8,023.00 5% 341,767.50 0.00 7,045.30 140,906.00 5% 563,076.36 0.01 1,221.00 24,420.00 5% 1,575,000.00 0.02 75,000.00 1,500,000.00 5%

178,500.00 0.00 4,250.00 85,000.00 5% 5,250,000.00 0.00 250,000.00 5,000,000.00 5%

D A F T A R K U A N T I T A S D A N H A R G A ( D K H )PEKERJAAN ARSITEKTUR


III. PEKERJAAN STRUKTUR

NO. URAIAN PEKERJAAN

A. PEKERJAAN ARSITEKTUR STANDART

A.1. PEKERJAAN LANTAI I LANTAI DASAR II LANTAI DUA III LANTAI TIGA IV LANTAI ATAP

A.2 PEKERJAAN DINDINGA.2.A PEKERJAAN PASANGAN DAN PLESTERAN

I LANTAI DASAR II LANTAI DUA III LANTAI EMPAT IV LANTAI ATAP

A.2.B PEKERJAAN KUSEIN PINTU / JENDELA + ASSESORIES I LANTAI DASAR II LANTAI DUA III LANTAI TIGA IV LANTAI ATAP

A.3 PEKERJAAN FLAPOND I LANTAI DASAR II LANTAI DUA III LANTAI TIGA

A.4 PEKERJAAN ATAP I LANTAI ATAP

A.5 PEKERJAAN UTILITAS I LANTAI DASAR II LANTAI DUA III LANTAI TIGA

A.6 PEKERJAAN FINISHINGA.6.A PEKERJAAN PENGECATAN

I LANTAI DASAR

II LANTAI DUA III LANTAI TIGA IV LANTAI ATAP

A.6.B PEKERJAAN ENTRANCE

D A F T A R K U A N T I T A S D A N H A R G A ( D K H )PEKERJAAN ARSITEKTUR


JUMLAH HARGA(Rp.)

Rab Rusunawa Edit

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