#r rab pkm krembung 2013.xls anyar

REKAPITULASI RENCANA ANGGARAN BIAYA

Kegiatan :

Pekerjaan : Rehabilitasi Gedung SMPN 1 Taman

Lokasi Kegiatan : SMPN 1 Taman, Sidoarjo

NO URAIAN PEKERJAAN JUMLAH

I 0 Rp -

II PEMBUATAN RUANG ISOLASI Rp 12,537,477.02

III PEMBUATAN TEMPAT TUNGGU PASIEN TBC Rp 40,701,761.37

JUMLAH Rp 53,239,238.38

JUMLAH Rp 53,239,238.38

PPN 10 % Rp 5,323,923.84

JUMLAH TOTAL Rp 58,563,162.22

DIBULATKAN Rp 58,563,000.00

Terbilang : Seratus empat belas juta sembilan ratus ribu rupiah

Di buat Oleh :

Konsultana Perencana

CV. PAMOAR CONSULTANT

HEMBARTO.H, ST

Direktur

PEMERINTAH KABUPATEN SIDOARJODINAS KESEHATAN

KABUPATEN SIDOARJOJL. Meyjen. Sungkono No. 46 TELP. 0318941051 FAX. 0318947711

S I D O A R J O

RENCANA ANGGARAN BIAYA

Kegiatan

DAMPAK HASIL TEMBAKAU DAN ASAP ROKOK

Pekerjaan

Lokasi

ANALISA HARGA SATUAN DAN UPAH KERJA

P r o y e k : 0 Pekerjaan : Rehabilitasi Gedung SMPN 1 TamanLokasi : SMPN 1 Taman, Sidoarjo

ANALISA PERSIAPAN1. 1 m2 Pembersihan lokasi

Upah An. SNI ( Revisi ) 6.8.10.25 OH Pekerja @ Rp. 51,400.00 = Rp 12,850.00

0.125 OH Mandor @ Rp. 75,000.00 = Rp 9,375.00 = Rp 22,225.00

Harga 1 m2 = Rp 22,225.00 2. 1 m' Pembersihan , Pengukuran dan Pasang Papan Bowplank

Bahan An. SNI ( Revisi ) 6.4.10.007 m3 Kayu meranti 5/7 @ Rp. 2,800,000.00 = Rp 19,600.00

0.02 kg Paku biasa 2" - 5 " @ Rp. 14,000.00 = Rp 280.00 0.004 m3 Kayu Papan meranti 2/20 @ Rp. 4,250,000.00 = Rp 17,000.00

Sub total : = Rp 36,880.00 Upah An. SNI ( Revisi ) 6.4.2

0.1 Oh Pekerja @ Rp. 51,400.00 = Rp 5,140.00 0.1 Oh Tukang kayu @ Rp. 65,000.00 = Rp 6,500.00

0.01 Oh Kepala Tukang @ Rp. 74,000.00 = Rp 740.00 0.005 Oh Mandor @ Rp. 75,000.00 = Rp 375.00

Sub total : = Rp 12,755.00 Total Upah dan Bahan = Rp 49,635.00

ANALISA GALIAN TANAH DAN URUGAN1. 1 m3 Galian Untuk Tanah sedalam 1 m

Upah An. SNI ( Revisi ) 6.1.10.75 Oh Pekerja @ Rp. 51,400.00 = Rp 38,550.00

0.025 Oh Mandor @ Rp. 75,000.00 = Rp 1,875.00 = Rp 40,425.00

Total Upah = Rp 40,425.00 2. 1 m3 Galian Untuk Tanah sedalam 2 m


0.045 Oh Mandor @ Rp. 75,000.00 = Rp 3,375.00 = Rp 49,635.00

Total Upah = Rp 49,635.00

3 1 m3 Urugan kembaliUpah An. SNI ( Revisi ) 6.9.1

0.167 Oh Pekerja @ Rp. 51,400.00 = Rp 8,566.67 0.050 Oh Mandor @ Rp. 75,000.00 = Rp 3,750.00

Sub total : = Rp 12,316.67 Total Upah = Rp 12,316.67

4 1 m3 Urugan pasir dengan pasir urug.Bahan An. SNI ( Revisi ) 6.11.1

1.2 m3 Pasir urug @ Rp. 132,000.00 = Rp 158,400.00 Sub total : = Rp 158,400.00

Upah An. SNI ( Revisi ) 6.11.20.30 Oh Pekerja @ Rp. 51,400.00 = Rp 15,420.00 0.01 Oh Mandor @ Rp. 75,000.00 = Rp 750.00

Sub total : = Rp 16,170.00 Total Upah + bahan = Rp 174,570.00

5 1 m3 Urugan sirtu Bahan An. SNI ( Revisi ) 6.15.1

1.2 m3 Sirtu @ Rp. 108,300.00 = Rp 129,960.00 Sub total : = Rp 129,960.00

Upah An. SNI ( Revisi ) 6.15.20.250 Oh Pekerja @ Rp. 51,400.00 = Rp 12,850.00 0.025 Oh Mandor @ Rp. 75,000.00 = Rp 1,875.00

Sub total : = Rp 14,725.00 Total Upah + bahan = Rp 144,685.00

ANALISA PASANG PONDASI

1. 1 m3 Pasang pondasi batu kosong (Aanstamping)Bahan An. SNI ( Revisi ) 6.14.1

1.2 m3 Batu belah ( 15/20 ) @ Rp. 115,000.00 = Rp 138,000.00 0.3 m3 Pasir urug @ Rp. 132,000.00 = Rp 39,600.00


0.78 Oh Pekerja @ Rp. 50,000.00 = Rp 39,000.00 0.39 Oh Tukang batu @ Rp. 65,000.00 = Rp 25,350.00

0.039 Oh Kepala tukang @ Rp. 74,000.00 = Rp 2,886.00 0.039 Oh Mandor @ Rp. 75,000.00 = Rp 2,925.00

Sub total : = Rp 70,161.00 Total upah+bahan : = Rp 247,761.00

2 1 m3 Pasang pondasi batu kali 1 Pc : 5 PsBahan An. SNI ( Revisi ) 6.6.1

1.1 m3 Batu belah ( 15/20 ) @ Rp. 115,000.00 = Rp 126,500.00 126 Kg Semen porland @ Rp. 1,650.00 = Rp 207,900.00

0.54 m3 Pasir pasang @ Rp. 156,000.00 = Rp 84,240.00 Sub total : = Rp 418,640.00

Upah An. SNI ( Revisi ) 6.6.21.50 Oh Pekerja @ Rp. 50,000.00 = Rp 75,000.00 0.75 Oh Tukang batu @ Rp. 65,000.00 = Rp 48,750.00



PEKERJAAN PASANGAN DAN PLESTERAN

1 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 3 PsBahan An. SNI ( Revisi ) 6.10.1

70.000 Bh Bata merah 5 x 11 x 22 cm @ Rp. 575.00 = Rp 40,250.00 14.370 Kg Semen portland @ Rp. 1,650.00 = Rp 23,710.50 0.091 m3 Pasir pasang @ Rp. 156,000.00 = Rp 14,196.00


0.300 Oh Pekerja @ Rp. 50,000.00 = Rp 15,000.00 0.100 Oh Tukang batu @ Rp. 65,000.00 = Rp 6,500.00 0.010 Oh Kepala tukang @ Rp. 74,000.00 = Rp 740.00 0.010 Oh Mandor @ Rp. 75,000.00 = Rp 750.00


Total per : M3 = Rp 674,310.00 2 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 5 Ps

Bahan An. SNI ( Revisi ) 6.12.170.000 Bh Bata merah 5 x 11 x 22 cm @ Rp. 575.00 = Rp 40,250.00 10.080 Kg Semen portland @ Rp. 1,650.00 = Rp 16,632.00


Upah An. SNI ( Revisi ) 6.12.20.200 Oh Pekerja @ Rp. 50,000.00 = Rp 10,000.00 0.100 Oh Tukang batu @ Rp. 65,000.00 = Rp 6,500.00 0.010 Oh Kepala tukang @ Rp. 74,000.00 = Rp 740.00 0.015 Oh Mandor @ Rp. 75,000.00 = Rp 1,125.00


Total per : M3 = Rp 607,726.67

4 1 m2 Plesteran, 1 Pc : 3 Ps, tebal 15 mmBahan An. SNI ( Revisi ) 6.3.1

7.48 Kg Semen portland @ Rp. 1,650.00 = Rp 12,342.00 0.019 m3 Pasir pasang @ Rp. 156,000.00 = Rp 2,964.00



0.015 Oh Kepala tukang @ Rp. 74,000.00 = Rp 1,110.00 0.01 Oh Mandor @ Rp. 75,000.00 = Rp 750.00


5 1 m2 Plesteran, 1 Pc : 5 Ps, tebal 15 mmBahan An. SNI ( Revisi ) 6.5.1

5.98 Kg Semen portland @ Rp. 1,650.00 = Rp 9,867.00 0.022 m3 Pasir pasang @ Rp. 156,000.00 = Rp 3,432.00



0.015 Oh Kepala tukang @ Rp. 74,000.00 = Rp 1,110.00 0.01 Oh Mandor @ Rp. 75,000.00 = Rp 750.00


7 1 m' BenanganBahan 2.05 Kg Semen portland @ Rp. 1,650.00 = Rp 3,382.50

Sub total : = Rp 3,382.50 Upah 0.1 Oh Tukang batu @ Rp. 65,000.00 = Rp 6,500.00

0.01 Oh Mandor @ Rp. 75,000.00 = Rp 750.00 Sub total : = Rp 7,250.00

Total upah+bahan : = Rp 10,632.50

ANALISA BETON BERTULANG

1. 1 m3 Membuat beton tumbuk, 1 Pc : 3 Ps : 5 KrBahan An. SNI ( Revisi ) 6.1.1

218 Kg Semen portland @ Rp. 1,650.00 = Rp 359,700.00 0.52 m3 Pasir beton @ Rp. 170,000.00 = Rp 88,400.00 0.86 m3 Koral beton @ Rp. 174,800.00 = Rp 150,328.00





2 1 m2 Membuat lantai kerja beton tumbuk, 1 Pc : 3 Ps : 5 Kr tebal 5 CmBahan An. SNI ( Revisi ) 6.4.1

11.474 Kg Semen portland @ Rp. 1,650.00 = Rp 18,931.58 0.027 m3 Pasir beton @ Rp. 170,000.00 = Rp 4,652.63 0.045 m3 Koral beton @ Rp. 174,800.00 = Rp 7,912.00


0.087 Oh Pekerja @ Rp. 50,000.00 = Rp 4,342.11 0.013 Oh Tukang batu @ Rp. 65,000.00 = Rp 855.26 0.001 Oh Kepala tukang @ Rp. 74,000.00 = Rp 97.37 0.004 Oh Mandor @ Rp. 75,000.00 = Rp 315.79


3 1 m3 Membuat beton bertulang, 1 Pc : 2 Ps : 3 KrBahan An. SNI ( Revisi ) 6.5.1

232 Kg Semen portland @ Rp. 1,650.00 = Rp 382,800.00 0.52 m3 Pasir beton @ Rp. 170,000.00 = Rp 88,400.00 0.86 m3 Koral beton @ Rp. 174,800.00 = Rp 150,328.00





ANALISA MUTU BETON

1 1 m3 Membuat beton Strous K.225Bahan An. SNI ( Revisi ) 6.35.1

55.8 Kg Besi beton polos o 12 mm @ Rp. 9,000.00 = Rp 502,200.00 15.6 Kg Spiral Besi beton polos o 8 mm @ Rp. 9,000.00 = Rp 140,400.00 2.25 Kg Kawat beton @ Rp. 14,000.00 = Rp 31,500.00 320 Kg Semen portland @ Rp. 1,650.00 = Rp 528,000.00

1.07 m3 Pasir beton @ Rp. 170,000.00 = Rp 181,900.00 0.31 m3 Koral beton @ Rp. 174,800.00 = Rp 54,188.00

Sub total : = Rp 1,438,188.00 Upah An. SNI ( Revisi ) 6.35.2

5.8 Oh Pekerja @ Rp. 50,000.00 = Rp 290,000.00 0.35 Oh Tukang batu @ Rp. 65,000.00 = Rp 22,750.00 0.42 Oh Kepala tukang @ Rp. 74,000.00 = Rp 31,080.00

0.193 Oh Mandor @ Rp. 75,000.00 = Rp 14,475.00 Sub total : = Rp 358,305.00

Total upah+bahan : = Rp 1,796,493.00

3 1 m3 Membuat pondasi plat setempat beton bertulang Bahan An. SNI ( Revisi ) 6.38.1

0.03 m3 Kayu terentang/Meranti (MC) @ Rp. 2,000,000.00 = Rp 60,000.00 1.5 Kg Paku biasa 2" - 5" @ Rp. 14,000.00 = Rp 21,000.00

163.333 Kg Besi beton D 13 mm @ Rp. 10,000.00 = Rp 1,633,333.33 2.25 Kg Kawat beton @ Rp. 14,000.00 = Rp 31,500.00 320 Kg Semen portland @ Rp. 1,650.00 = Rp 528,000.00



5.20 Oh Pekerja @ Rp. 50,000.00 = Rp 260,000.00 0.35 Oh Tukang batu @ Rp. 65,000.00 = Rp 22,750.00 0.04 Oh Tukang kayu @ Rp. 65,000.00 = Rp 2,600.00 1.05 Oh Tukang besi @ Rp. 65,000.00 = Rp 68,250.00


Sub total : = Rp 384,105.00 Total upah+bahan : = Rp 2,882,682.33

ANALISA BETON SLOOF

3 1 m3 Membuat sloof beton bertulang ukuran 15 x 20 Cm dengan besi 4 dia 12 mm + beugel dia 6mm .Bahan An. SNI ( Revisi ) 6.39.1

0.230 m3 Kayu terentang/Meranti (MC) @ Rp. 2,000,000.00 = Rp 460,000.00 2 Kg Paku biasa 2" - 5" @ Rp. 14,000.00 = Rp 28,000.00

112.2 Kg Besi beton dia 12 mm @ Rp. 9,000.00 = Rp 1,009,800.00 35.31 Kg Besi begel polos dia 6 mm @ Rp. 9,000.00 = Rp 317,790.00

3 Kg Kawat beton @ Rp. 14,000.00 = Rp 42,000.00 320 Kg Semen portland @ Rp. 1,650.00 = Rp 528,000.00






ANALISA BETON KOLOM

2 1 m' Membuat kolom penguat ( kolom praktis ) beton bertulang ( 15 x 15 ) cm Catatan : besi memakai diameter 12 mm beugel diameter 5 mm.

Bahan An. SNI ( Revisi ) 6.45.10.0026 m3 Kayu terentang/Meranti (MC) @ Rp. 2,000,000.00 = Rp 5,200.00

0.012 Kg Paku biasa 2" - 5" @ Rp. 14,000.00 = Rp 168.00 3.572 Kg Besi beton dia. 12 mm @ Rp. 9,000.00 = Rp 32,148.00 1.532 Kg Besi begel polos dia. 6 mm @ Rp. 9,000.00 = Rp 13,788.00 0.125 Kg Kawat beton @ Rp. 14,000.00 = Rp 1,750.00

3.6000 Kg Semen portland @ Rp. 1,650.00 = Rp 5,940.00 0.026 m3 Pasir beton @ Rp. 170,000.00 = Rp 4,420.00 0.029 m3 Koral beton @ Rp. 174,800.00 = Rp 5,069.20



0.006 Oh Kepala tukang @ Rp. 74,000.00 = Rp 444.00 0.003 Oh Mandor @ Rp. 75,000.00 = Rp 225.00


Biaya kolom praktis dengan besi polos 4 diameter 10 mm = Rp 76,052.20 Analog biaya / M3. = 76052.2 x 44.44 = Rp 3,380,097.78

3 1 m' Membuat balok, kolom penguat beton bertulang ( 15 x 20 ) cm Catatan : besi memakai diameter 12 mm beugel diameter 6 mm.


0.1 Kg Paku biasa 2" - 5" @ Rp. 14,000.00 = Rp 1,400.00 4.00 Kg Besi beton dia. 12 mm @ Rp. 9,000.00 = Rp 36,000.00

1.532 Kg Besi begel polos dia. 6 mm @ Rp. 9,000.00 = Rp 13,788.00 0.25 Kg Kawat beton @ Rp. 14,000.00 = Rp 3,500.00 3.50 Kg Semen portland @ Rp. 1,650.00 = Rp 5,775.00




0.015 Oh Tukang kayu @ Rp. 65,000.00 = Rp 975.00 0.02 Oh Tukang besi @ Rp. 65,000.00 = Rp 1,300.00



Biaya kolom praktis dengan besi polos 6 diameter 12 mm = Rp 93,300.20 Analog biaya / M3. = 93300.2 x 33.33 = Rp 3,110,006.67

ANALISA BETON BALOK

4 1 m' Membuat ring balok beton bertulang ( 10 x 15 ) cmCatatan : besi memakai diameter 10 mm beugel diameter 5 mm.


0.02 Kg Paku biasa 2" - 5" @ Rp. 14,000.00 = Rp 280.00 2.384 Kg Besi beton poplos da 12 mm @ Rp. 9,000.00 = Rp 21,456.00 1.532 Kg Besi begel polos dia. 6 mm @ Rp. 9,000.00 = Rp 13,788.00

0.05 Kg Kawat beton @ Rp. 14,000.00 = Rp 700.00 0.017657 Kg Semen portland @ Rp. 1,650.00 = Rp 29.13






Biaya balok praktis dengan besi polos 4 diameter 12 mm = Rp 58,955.13 Analog biaya / M3. = 58955.1336633663 x 60.61 = Rp 3,573,270.65

ANALISA BETON PLAT LANTAI

1 1 m2 Membuat plat lantai tebal 12 Cm dengan besi polos diameter 12 mm , pembagi 10 mm.Bahan An. SNI ( Revisi ) 6.42.1

0.0384 m3 Kayu terentang/Meranti (MC) @ Rp. 2,000,000.00 = Rp 76,800.00 0.25 Kg Paku biasa 2" - 5" @ Rp. 14,000.00 = Rp 3,500.00

13.89 Kg Besi beton polos 12 mm & 10 mm @ Rp. 9,000.00 = Rp 125,037.00 0.125 Kg Kawat beton @ Rp. 9,000.00 = Rp 1,125.00 38.76 Kg Semen portland @ Rp. 14,000.00 = Rp 542,640.00

0.0624 m3 Pasir beton @ Rp. 1,650.00 = Rp 102.96 0.0936 m3 Koral beton @ Rp. 170,000.00 = Rp 15,912.00

0.35 Lbr Plywood tebal 9 mm @ Rp. 140,000.00 = Rp 49,000.00 Sub total : = Rp 814,116.96

Upah An. SNI ( Revisi ) 6.42.2 0.696 Oh Pekerja @ Rp. 50,000.00 = Rp 34,800.00 0.042 Oh Tukang batu @ Rp. 65,000.00 = Rp 2,730.00 0.336 Oh Tukang kayu @ Rp. 65,000.00 = Rp 21,840.00 0.126 Oh Tukang besi @ Rp. 65,000.00 = Rp 8,190.00 0.0504 Oh Kepala tukang @ Rp. 74,000.00 = Rp 3,729.60 0.0222 Oh Mandor @ Rp. 75,000.00 = Rp 1,665.00 Sub total : = Rp 72,954.60

Total upah+bahan : = Rp 887,071.56 Biaya pembuatan plat lantai per 1 M2 tebal 12 Cm dengan besi dia 12 - 15 dan besi polos dia 10 - 15 = Rp 887,071.56 Analog biaya / M3. = 887071.56 x 8.33 = Rp 6,280,910.18

ANALISA KUSEN PINTU + JENDELA ALUMINIUM

1 1 m' Pasang kusen pintu & jendela aluminiumBahan An. SNI ( Revisi ) 6.1.1

1.1 M' Kosen aluminium # 4" Warna @ Rp. 75,000.00 = Rp 82,500.00 0.15 Kg Paku skrup @ Rp. 15,000.00 = Rp 2,250.00 1.1 M' Sillen @ Rp. 4,500.00 = Rp 4,950.00


0.100 Oh Pekerja @ Rp. 50,000.00 = Rp 5,000.00 0.050 Oh Tukang aluminium @ Rp. 65,000.00 = Rp 3,250.00 0.005 Oh Kepala tukang @ Rp. 65,000.00 = Rp 325.00 0.005 Oh Mandor @ Rp. 75,000.00 = Rp 375.00


3 1 Bh Pasang daun pintu aluminium panil plat aluminium dan kaca Rybent Blue ukuran 210 x 80 cmBahan An. SNI ( Revisi ) 6.2.1

6.60 M' Slimar aluminium # 3" warna @ Rp. 72,000.00 = Rp 475,200.00 0.46 Kg Paku skrup @ Rp. 15,000.00 = Rp 6,900.00 1.10 M2 Plat aluminium # 100.3 mm @ Rp. 115,000.00 = Rp 126,500.00 1.00 M2 Kaca buram 5 mm @ Rp. 135,000.00 = Rp 135,000.00 9.00 M' Karet sill @ Rp. 4,500.00 = Rp 40,500.00 3.00 Bh Engsel pintu @ Rp. 14,500.00 = Rp 43,500.00 1.00 bH Kunci pintu @ Rp. 125,000.00 = Rp 125,000.00 1.00 Ls. Alat bantu @ Rp. 75,000.00 = Rp 75,000.00


1.00 Oh Pekerja @ Rp. 50,000.00 = Rp 50,000.00 0.50 Oh Tukang aluminium @ Rp. 65,000.00 = Rp 32,500.00 0.10 Oh Kepala tukang @ Rp. 65,000.00 = Rp 6,500.00 0.10 Oh Mandor @ Rp. 75,000.00 = Rp 7,500.00


9 1 m2 Pasang dinding partisi gypsum 2 muka (luar/dalam) isian rockwool + rangkaBahan

0.728 Lbr Gypsum board ( 120x240x12 mm )@ Rp. 75,000.00 = Rp 54,600.00 2.500 m1 Metal stud @ Rp. 15,000.00 = Rp 37,500.00 2.000 m1 U runner @ Rp. 13,333.33 = Rp 26,666.67 8.000 Bh Paku rivet @ Rp. 500.00 = Rp 4,000.00 8.000 m1 plester sambungan gypsum @ Rp. 2,000.00 = Rp 16,000.00 0.800 kg kompon gypsum @ Rp. 12,000.00 = Rp 9,600.00 0.220 Kg Paku sekrup @ Rp. 4,500.00 = Rp 990.00

Sub total : = Rp 149,356.67 Upah

0.200 Oh Pekerja @ Rp. 50,000.00 = Rp 10,000.00 0.100 Oh Tukang kayu @ Rp. 65,000.00 = Rp 6,500.00 0.001 Oh Kepala tukang @ Rp. 65,000.00 = Rp 65.00 0.010 Oh Mandor @ Rp. 75,000.00 = Rp 750.00


3 1 Bh Pasang daun pintu aluminium panil plat aluminium dan kaca Rybent Blue ukuran 210 x 50 cmBahan An. SNI ( Revisi ) 6.2.1

5.70 M' Slimar aluminium # 3" warna @ Rp. 72,000.00 = Rp 410,400.00 0.46 Kg Paku skrup @ Rp. 15,000.00 = Rp 6,900.00 0.55 M2 Plat aluminium # 100.3 mm @ Rp. 115,000.00 = Rp 63,250.00 0.65 M2 Kaca ryben blue 5 mm @ Rp. 135,000.00 = Rp 87,750.00 9.00 M' Karet sill @ Rp. 4,500.00 = Rp 40,500.00 3.00 Bh Engsel pintu @ Rp. 14,500.00 = Rp 43,500.00 1.00 Ls. Alat bantu @ Rp. 45,000.00 = Rp 45,000.00




4 1 m2 Pasang daun jendela / BV aluminium panil kaca rybent blueBahan An. SNI ( Revisi ) 6.2.1

3.600 M' Slimar aluminium # 2,5" warna @ Rp. 65,500.00 = Rp 235,800.00 0.36 Kg Paku skrup @ Rp. 15,000.00 = Rp 5,400.00

1 M2 Kaca ryben blue 5 mm @ Rp. 135,000.00 = Rp 135,000.00 3.7 M' Karet sill @ Rp. 4,500.00 = Rp 16,650.00

1 Ls. Alat bantu @ Rp. 75,000.00 = Rp 75,000.00 Sub total : = Rp 467,850.00

Upah An. SNI ( Revisi ) 6.2.20.8 Oh Pekerja @ Rp. 50,000.00 = Rp 40,000.00 0.4 Oh Tukang aluminium @ Rp. 65,000.00 = Rp 26,000.00 0.1 Oh Kepala tukang @ Rp. 65,000.00 = Rp 6,500.00 0.1 Oh Mandor @ Rp. 75,000.00 = Rp 7,500.00


5 1 Bh. Pasang daun jendela kaca ukuran 120 cm x 60 cmBahan An. SNI ( Revisi ) 6.2.1

3.60 M' Frem aluminium # 1,5" warna @ Rp. 65,500.00 = Rp 235,800.00 0.72 M2 Kaca bening 5 mm @ Rp. 125,000.00 = Rp 90,000.00 2.00 bH Engsel Cef ment 40 cm @ Rp. 14,500.00 = Rp 29,000.00 1.00 Bh Grendel slide @ Rp. 22,500.00 = Rp 22,500.00 1.00 Ls. Alat bantu @ Rp. 50,000.00 = Rp 50,000.00




7 1 M2. Pasang kaca rybend blueBahan An. SNI ( Revisi ) 6.3.1

1.05 M' Kaca ryben blue 5 mm @ Rp. 120,000.00 = Rp 126,000.00 1.05 M2 Bahan perekat "Cylent" @ Rp. 7,500.00 = Rp 7,875.00


0.08 Oh Pekerja @ Rp. 50,000.00 = Rp 4,000.00 0.04 Oh Tukang kaca @ Rp. 65,000.00 = Rp 2,600.00

0.005 Oh Mandor @ Rp. 75,000.00 = Rp 375.00 Sub total : = Rp 6,975.00

Total upah+bahan : = Rp 140,850.00 8 1 m2 Pasang Suncrend aluminium

Bahan An. SNI ( Revisi ) 6.2.114.75 M' Aluminium warna @ Rp. 40,000.00 = Rp 590,000.00

0.36 Kg Paku skrup @ Rp. 15,000.00 = Rp 5,400.00 Sub total : = Rp 595,400.00

Upah An. SNI ( Revisi ) 6.2.20.8 Oh Pekerja @ Rp. 50,000.00 = Rp 40,000.00 0.4 Oh #REF! @ Rp. 65,000.00 = Rp 26,000.00 0.1 Oh Kepala tukang @ Rp. 65,000.00 = Rp 6,500.00 0.1 Oh Mandor @ Rp. 75,000.00 = Rp 7,500.00


9 1 M2. Pasang Cluding aluminium ( Exabond ) rangka besi holow Bahan An. SNI ( Revisi ) 9.3.1

1.05 M2 Aluminium panil Exabond t. 4 mm@ Rp. 295,000.00 = Rp 309,750.00 0.63 Ljr Besi holow 40.40.4 @ Rp. 125,000.00 = Rp 78,125.00 1.05 M2 Cilicond sealent @ Rp. 37,500.00 = Rp 39,375.00

4 Bh Skrup / spigat @ Rp. 6,250.00 = Rp 25,000.00 1 Ls. Alat bantu @ Rp. 12,000.00 = Rp 12,000.00




ANALISA RANGKA PLAFOND dan PENUTUP PLAFOND

1 1 m2 Pasang langit-langit rangka metal furing dan plafont calsiboard 6 mmBahan An. SNI ( Revisi ) 6.4.1

0.667 M2 Metal furing @ Rp. 95,000.00 = Rp 63,333.33 0.347 Lbr Calsiboard tebal 6 mm @ Rp. 62,500.00 = Rp 21,701.39

0.14 Kg Paku rypet @ Rp. 27,500.00 = Rp 3,850.00 4.2 M' Las ban nat calsiboard @ Rp. 750.00 = Rp 3,150.00


0.15 Oh Pekerja @ Rp. 50,000.00 = Rp 7,500.00 0.075 Oh Tukang besi @ Rp. 65,000.00 = Rp 4,875.00 0.007 Oh Kepala tukang @ Rp. 65,000.00 = Rp 455.00 0.007 Oh Mandor @ Rp. 75,000.00 = Rp 525.00


2 1 m2 Pasang langit-langit gypsum board, tebal 9 mmBahan An. SNI ( Revisi ) 6.24.1

0.667 Ljr. besi holow # 40.40.4 @ Rp. 125,000.00 = Rp 83,333.33 0.364 Lbr Gypsum board ( 120x240x9 mm ) @ Rp. 75,000.00 = Rp 27,300.00

0.11 Kg Paku sekrup @ Rp. 15,000.00 = Rp 1,650.00 4.2 M' Las ban nat calsiboard @ Rp. 750.00 = Rp 3,150.00


0.1 Oh Pekerja @ Rp. 50,000.00 = Rp 5,000.00 0.05 Oh Tukang besi / plafond @ Rp. 65,000.00 = Rp 3,250.00



4 1 m' Pasang list plafond GYPSUM profilBahan An. SNI ( Revisi ) 6.60.1

1.05 m' List profil gypsum 9 x 15 cm @ Rp. 9,000.00 = Rp 9,450.00 0.05 Kg Paku @ Rp. 14,000.00 = Rp 700.00


0.03 Oh Pekerja @ Rp. 50,000.00 = Rp 1,500.00 0.07 Oh Tukang kayu @ Rp. 65,000.00 = Rp 4,550.00



5 1 m' Pasang list plafond GYPSUM profilBahan An. SNI ( Revisi ) 6.60.1

1.05 m' List profil gypsum 5 x 7 cm @ Rp. 10,000.00 = Rp 10,500.00 0.05 Kg Paku @ Rp. 14,000.00 = Rp 700.00


0.021 Oh Pekerja @ Rp. 50,000.00 = Rp 1,050.00 0.021 Oh Tukang kayu @ Rp. 65,000.00 = Rp 1,365.00 0.002 Oh Kepala tukang @ Rp. 65,000.00 = Rp 130.00 0.001 Oh Mandor @ Rp. 75,000.00 = Rp 75.00


PEKERJAAN PENGECATAN2 1 m2 Pengecatan bidang kayu baru ( 1x plamir , 1x cat dasar, 2x cat penutup )

Bahan An. SNI ( Revisi ) 6.8.10.2 Kg Cat meni @ Rp. 35,000.00 = Rp 7,000.00

0.15 Kg Plamir @ Rp. 18,500.00 = Rp 2,775.00 0.17 Kg Cat dasar @ Rp. 27,500.00 = Rp 4,675.00 0.16 Kg Cat penutup 2x @ Rp. 55,000.00 = Rp 8,800.00


0.07 Oh Pekerja @ Rp. 50,000.00 = Rp 3,500.00 0.067 Oh Tukang cat @ Rp. 65,000.00 = Rp 4,355.00 0.006 Oh Kepala tukang @ Rp. 65,000.00 = Rp 390.00

0.0025 Oh Mandor @ Rp. 75,000.00 = Rp 187.50 . Sub total : = Rp 8,432.50

Total upah+bahan : = Rp 31,682.50 3

Bahan An. SNI ( Revisi ) 6.14.10.1 Kg Plamir @ Rp. 18,500.00 = Rp 1,850.00

0.02 Bh Kuwas / roll @ Rp. 12,000.00 = Rp 240.00 0.36 Kg Cat penutup 2x @ Rp. 20,000.00 = Rp 7,200.00




Total upah+bahan : = Rp 14,572.50 4

Bahan An. SNI ( Revisi ) 6.14.10.1 Kg Plamir @ Rp. 18,500.00 = Rp 1,850.00

0.25 Lbr Ampelas @ Rp. 3,500.00 = Rp 875.00 0.02 Bh Kuwas / roll @ Rp. 12,000.00 = Rp 240.00 0.36 Kg Cat penutup 2x @ Rp. 27,500.00 = Rp 9,900.00




Total upah+bahan : = Rp 18,472.50 5 1 m2 Pengecatan tembok baru ( Exterior ) Cat I.C.I.

Bahan An. SNI ( Revisi ) 6.14.10.1 Kg water sheel @ Rp. 18,500.00 = Rp 1,850.00

0.25 Lbr Ampelas @ Rp. 3,500.00 = Rp 875.00 0.02 Bh Kuwas / roll @ Rp. 6,500.00 = Rp 130.00

0.025 Kg Cat dasar + alkasite @ Rp. 80,000.00 = Rp 2,000.00 0.24 Kg Cat penutup 2x " Dulux " @ Rp. 80,000.00 = Rp 19,200.00




Total upah+bahan : = Rp 29,662.50 6 1 m2 Pengecatan permukaan baja dengan cat besi

Bahan An. SNI ( Revisi ) 6.20.10.2 Kg Meni besi @ Rp. 35,000.00 = Rp 7,000.00 0.1 Bh Kuas @ Rp. 6,500.00 = Rp 650.00


0.02 Oh Pekerja @ Rp. 50,000.00 = Rp 1,000.00 0.12 Oh Tukang cat @ Rp. 65,000.00 = Rp 7,800.00 0.01 Oh Kepala tukang @ Rp. 65,000.00 = Rp 650.00 0.01 Oh Mandor @ Rp. 75,000.00 = Rp 750.00

. Sub total : = Rp 10,200.00 Total upah+bahan : = Rp 17,850.00

1 m2 Pengecatan plafond baru ( 1x plamir , 1x cat dasar, 2x cat penutup ) Cat Paragon

1 m2 Pengecatan tembok baru ( Interior ) Cat Decolith

PEKERJAAN PENUTUP LANTAI

1 1 m1 Pasang lantai keramik artistik 5 x 20 cm / Lis BoorderBahan An. SNI ( Revisi ) 6.36.1

5 Bh Ubin keramik artistik 5x20 cm @ Rp. 7,500.00 = Rp 37,500.00 1.45 Kg Semen portland @ Rp. 1,650.00 = Rp 2,392.50

0.0022 m3 Pasir pasang @ Rp. 156,000.00 = Rp 343.20 0.08 Kg Semen warna @ Rp. 1,350.00 = Rp 108.00





2 1 m2 Pasang lantai keramik 20 x 20 cmBahan An. SNI ( Revisi ) 6.42.1

1.05 m2 Ubin keramik 20x20 cm @ Rp. 47,000.00 = Rp 49,350.00 2.45 Kg Semen portland @ Rp. 1,650.00 = Rp 4,042.50 0.042 m3 Pasir pasang @ Rp. 156,000.00 = Rp 6,552.00

0.35 Kg Semen warna @ Rp. 1,350.00 = Rp 472.50 Sub total : = Rp 60,417.00

Upah An. SNI ( Revisi ) 6.42.20.25 Oh Pekerja @ Rp. 50,000.00 = Rp 12,500.00 0.09 Oh Tukang batu @ Rp. 65,000.00 = Rp 5,850.00



3 1 m2 Pasang dinding keramik 20 x 25 cmBahan An. SNI ( Revisi ) 6.69.1

1.1 M2 Keramik 20 x 25 cm @ Rp. 48,500.00 = Rp 53,350.00 2.95 Kg Semen portland @ Rp. 1,650.00 = Rp 4,867.50

0.018 m3 Pasir pasang @ Rp. 156,000.00 = Rp 2,808.00 0.4 Kg Semen warna @ Rp. 1,350.00 = Rp 540.00




4 1 m2 Pasang lantai keramik 30 x 30 cmBahan An. SNI ( Revisi ) 6.47.1

1.05 M2 Ubin keramik 30 x 30 Cm @ Rp. 51,000.00 = Rp 53,550.00 1.85 Kg Semen portland @ Rp. 1,650.00 = Rp 3,052.50






5 1 m2 Pasang lantai keramik motif 40 x 40 cmBahan An. SNI ( Revisi ) 6.47.1

1.05 M2 Keramik kw 1. 40 x 40 Cm " Milan@ Rp. 65,000.00 = Rp 68,250.00 2.25 Kg Semen portland @ Rp. 1,650.00 = Rp 3,712.50






7 1 m2 Pasang Beton motif garisBahan An. SNI ( Revisi ) 6.48.1

1.05 m2 Batu alam andhesit @ Rp. 100,000.00 = Rp 105,000.00 3.65 Kg Semen portland @ Rp. 1,650.00 = Rp 6,022.50



0.135 Oh Tukang batu @ Rp. 65,000.00 = Rp 8,775.00 0.068 Oh Kepala tukang @ Rp. 65,000.00 = Rp 4,387.50 0.034 Oh Mandor @ Rp. 75,000.00 = Rp 2,531.25


PEKERJAAN PAVING STONE

1 1 m2 Pasang PAVING STONE Abu abu TYPE segi empat EX . K 300 / UPS. tebal 6 CmBahan An. SNI ( Revisi )

46 Bj Paving type Segi empat panjang @ Rp. 975.00 = Rp 44,850.00 0.0605 m3 Pasir urug 5 Cm. @ Rp. 132,000.00 = Rp 7,986.00

Sub total : = Rp 52,836.00 Upah An. SNI ( Revisi )




2 1 m2 Pasang PAVING STONE Abu abu TYPE segi empat EX K. 300 / UPS. tebal 8 CmBahan An. SNI ( Revisi )

46 Bj Paving type segi empat panjang @ Rp. 1,250.00 = Rp 57,500.00 0.121 m3 Pasir urug 10 Cm. @ Rp. 132,000.00 = Rp 15,972.00





3 1 m' Pasang Cansten cor beton Uk. 18 x 40 x 60 cmBahan An. SNI ( Revisi )

0.072 M3 Beton cor 1 : 2 : 3 @ Rp. 720,628.00 = Rp 51,885.22 0.022 m3 Pasir urug 10 Cm. @ Rp. 132,000.00 = Rp 2,904.00




PEMBUATAN SEPTIKTANK UNTUK KAPASITAS 15 ORANG.( Ukuran 1.5 X 2.5 X dalam 1.75 & resapan diameter 1.5 m dalam 2m )

Volume Uraian pekerjaan Harga satuan. Jumlah harga

13.000 M3 Galian tanah @ Rp. 49,635.00 = Rp 645,255.00

4.000 M3Urug kembali tanah (1/4 galian) @ Rp. 12,316.67 = Rp 49,266.67

3.000 M3 Pasang batu bata 1:2 @ Rp. 674,310.00 = Rp 2,022,930.00

29.000 M2 Plesteran 1:3 @ Rp. 25,416.00 = Rp 737,064.00

0.700 Beton tumbuk 1:2:3. @ Rp. 720,628.00 = Rp 504,439.60

0.200 M3 Beton bertulang 123 @ Rp. 3,101,978.00 = Rp 620,395.60

1.500 Kerikil keringan @ Rp. 163,955.00 = Rp 245,932.50

2.000 M3 Pasir saringan @ Rp. 170,000.00 = Rp 340,000.00

1.000 M' Pasang pipa besi O 2" @ Rp. 35,000.00 = Rp 35,000.00

20.000 Kg Ijuk Saringan @ Rp. 5,143.00 = Rp 102,860.00

1.000 Alat - alat bantu @ Rp. 35,000.00 = Rp 35,000.00

Jumlah = Rp 5,338,143.37

Di buat Oleh :Konsultana Perencana


HEMBARTO.H, STDirektur


PROGRAM : Peningkatan Derajat Kesehatan Masyarakat Akibat Dampak hasil Tembakau Dan atau Asap RokokPEKERJAAN : Rehabilitasi Ruang Yankes Akibat Dampak Asap Rokok Puskesmas KrembungLOKASI : Puskesmas Krembung, Kab. Sidoarjo

NO URAIAN PEKERJAANVOLUME HARGA SAT JML HARGA

(Rp) (Rp)

1 2 3 4 5

IA PEKERJAAN ATAP1 Pembongkaran Pasang Genting 1.00 Ls 200,000.00 200,000.00

2 Pembongkaran Pasang kuda-kuda, usuk dan reng 1.00 Ls 450,000.00 450,000.00

3 Pembongkaran Pasang Internit

4 Pembongkaran Pasang Listplank

B PEKERJAAN KUSEN

1 Perbaikan pintu

2 Perbaikan jendela dan kaca

II PEMBUATAN RUANG ISOLASIA PEKERJAAN PERSIAPAN1 Pembongkaran kusen pintu & dinding 1.00 Ls 250,000.00 250,000.00

2 Pembongkaran closed, keramik lantai dan Bak air 1.00 Ls 500,000.00 500,000.00

3 Pembongkaran atap dan pasang kembali atap void udara 1.00 Ls 1,366,500.00 1,366,500.00

Jumlah 2,116,500.00

B PEKERJAAN TANAH1 Pek. Galian tanah 10.40 M3 - -

2 Pek. Urug pasir bawah pondasi rollag bata 1.18 M3 - -

3 Pek. Urug kembali 5.20 M3 - -

Jumlah -

C PEKERJAAN BETON1 Pek. Pasang pondasi poer plat 0.73 M3 2,882,682.33 2,118,771.51

2 Pek. Pasang sloof 15/20 0.30 M3 - -

3 Pek. Pasang kolom praktis 15/15 0.72 M3 - -

4 Pek. Pasang ring balk & balok latai 15/15 0.50 M3 - -

Jumlah 2,118,771.51

D PEKERJAAN PASANGAN1 Pek. Pasang pondasi bata rollag 1Pc : 5Ps 4.00 M3 - -

2 Pek. Pasang dinding 1Pc : 5Ps 58.00 M2 - -

3 Pek. Plesteran dinding 1Pc : 5Ps 116.00 M2 - -

4 Pek.benangan kusen 85.35 M' - -

Jumlah -

E PEKERJAAN LANTAI1 Pek. Pasang keramik 20 x 20 3.00 M2 14,820.00 44,460.00

2 Pek. Pasang keramik 20 x 25 10.50 M2 7,986.00 83,853.00

3 Pek. Pasang list keramik border 7.00 M' 78,784.50 551,491.50

4 Pek. Pasang keramik 30 x 30 18.00 M2 98,744.50 1,777,401.00

Jumlah 2,457,205.50

F PEKERJAAN KUSEN1 Pek. Pasang kusen pintu & boven Alumunium 4" (dark brow 17.50 M' - -

2 Pek. Pasang pintu panel Alumunium + kaca buram t = 5 mm 2.00 Bh - -

3 Pek. Pasang jendela kaca nako 1.00 Bh 450,000.00 450,000.00

4 Pek. Pasang jendela kaca boven 1.00 Bh 350,000.00 350,000.00

5 Pek. Pasang pipa stainlees pengaman void udara 5.00 M2 450,000.00 2,250,000.00

Jumlah 3,050,000.00

G PEKERJAAN ENGECATAN1 Pek. Cat dinding 116.00 M2 - -

2 Pek. Cat plafond 15.00 m2 - -

Jumlah -

H PEKERJAAN SANITASI1 Pek. Pasang klosed duduk lengkap 1.00 Bh 1,550,000.00 1,550,000.00

2 Pek. Pasang Pipa PVC 4" (air kotoran) ke septictang 12.00 M' 35,000.00 420,000.00

3 Pek. Pasang Pipa PVC 3" (air kotor) 15.00 M' 25,000.00 375,000.00

4 Pek. Pasang Pipa PVC 3/4" (air bersih) 20.00 M' 20,000.00 400,000.00

5 Pek. Pasang kran stainlees 3/4" 1.00 bh 50,000.00 50,000.00

Jumlah 2,795,000.00

JUMLAH II 12,537,477.02

III PEMBUATAN TEMPAT TUNGGU PASIEN TBCA PEKERJAAN PERSIAPAN1 Pek. Pengukuran & pembersihan 1.00 Ls 250,000.00 250,000.00

2 Pek. Pas. Bouplang 1.00 Ls 475,000.00 475,000.00

Jumlah 725,000.00

B PEKERJAAN TANAH1 Pek. Galian tanah 20.70 M3 - -

2 Pek. Bor Strouse 16.00 M' 65,000.00 1,040,000.00

3 Pek. Urug pasir bawah pondasi rollag bata 0.40 M3 - -

4 Pek. Urug kembali 10.35 M3 - -

Jumlah 1,040,000.00

C PEKERJAAN BETON1 Pek. Pasang pondasi poer plat 1.00 M3 2,882,682.33 2,882,682.33

2 Pek. Pasang sloof 15/25 0.30 M3 - -

3 Pek. Pasang kolom 25/25 0.3 M3 - -

Jumlah 2,882,682.33

D PEKERJAAN RANGKA ATAP PENUTUP ATAP1 Pek. Pasang angker 4.00 bh 35,000.00 140,000.00

2 Pek. Pasang plat plendes 4.00 bh 65,000.00 260,000.00

3 Pek. Pasang besi WF 150.75.5 330.00 Kg 17,500.00 5,775,000.00

4 Pek. Pasang besi WF 100.50.5 196.45 Kg 17,500.00 3,437,933.33

5 Pek. Pasang pipa besi 3" antar kolom WF 18.00 M' 150,000.00 2,700,000.00

6 Pek. Pasang baut simpul 32.00 bh 8,500.00 272,000.00

7 Pek. Pasang gording canal C 324.50 kg 17,500.00 5,678,750.00

8 Pek. Pasang tractang besi pipa Galvanis 2" 4.00 Bh 125,000.00 500,000.00

9 Pek. Pasang atap zincalum 66.00 M2 120,000.00 7,920,000.00

10 Pek. Pasang talang PVC 11.00 M' 31,875.00 350,625.00

11 Pek. Pasang talang vertikal PVC 3" 8.00 M' 23,000.00 184,000.00

Jumlah 27,218,308.33

E PEKERJAAN LANTAI1 Pek. Pasang rabat beton bawah lantai 4.40 M3 694,278.00 3,054,823.20

2 Pek. Pasang keramik lantai rock tile 30 x 30 55.00 M2 98,744.50 5,430,947.50

Jumlah 8,485,770.70

F PEKERJAAN LAIN-LAIN

1 Pekerjaan Pembersihan akhir 1.00 Ls 350,000.00 350,000.00

Jumlah 350,000.00

40,701,761.37

Di buat Oleh :



HEMBARTO.H, ST

Direktur

LuasanPERSIAPANuitzetTANAHgalian tanah 0.72urugan kembali 0.216Bor Strous 20 1

PONDASIAnstamping 0.15Pondasi Batu Kali 0.44Pondasi skoor 0.16

BETONBeton strous 2m 0.0314Beton Sloof 15/20 0.03Beton kolom 15/20 0.03Beton skoor 15/15 0.0225Beton Ring Balk 15/20 0.03Rabatan Saluran 0.015

PASANGAN DAN PLESTERANPasangan Dinding batako 1.2Plesteran kolom,sloof,ring balk 1.11Plesteran Skoor 1.26Plesteran beraben pondasiBenangan sudut kolom,ring &sloof kolom 8

ring 12sloof 12skoor 11.2

PENGECATANCat luar dalam

Urugan(31.45+10+14.58)+(22.94+24.63) x 38.53 1995.854 m2

2

(14.87+9.22)/2 x 30.91 372.31095 m2

1623.54305 m210% 162.354305 m2total 1785.897355 m2

tebal 1 mUrugan Total 1785.897355 m3

URUGANluasan

1 89.8872 m22 1229.8 m23 10.422 m24 835.5072 m25 695.254 m2

total 2860.8704 m210% 286.08704 m2

3146.95744 m2kedalaman 1,1m 3461.653184 m3


Kegiatan : REHABILITASI SEDANG/BERAT PUSKESMAS PEMBANTUPekerjaan : REHABILITASI DAN PERLUASAN PUSKESMAS TAMANLokasi : PUSKESMAS TAMAN KEC.TAMAN KAB.SIDOARJO

NO JENIS PEKERJAAN

Pnjg pnjg/6 DibulatkanPanjang Banyaknya Volume satuan 13.44 2.24 3

8.73 1.455 2110 m1 7.31 1.21833333 2

14.87 2.47833333 3110 1 79.2 m3 27.43 4.57166667 5110 1 23.76 m3 40 6.66666667 7

1 35 35 titik total 111.78 22total 35

110 1 16.5 m3 Pnjg pnjg/3 Dibulatkan110 1 48.4 m3 13.44 4.48 5

0.15 35 0.84 m3 8.73 2.91 37.31 2.43666667 3

14.87 4.95666667 52 35 2.198 m3 27.43 9.14333333 10

110 1 3.3 m3 40 13.3333333 141.6 53 2.544 m3 total 111.78 402.8 35 2.205 m3 total 53

110 1 3.3 m3110 1 1.65 m3

110 1 132 m21 52 57.72 m21 35 44.1 m2

m21 35 280 m1 34.23333331 35 420 m11 35 420 m11 35 392 m1

1512 m1

101.82 m2

1 0.9472 0.9413 1.0253 10814 1.045 1265 1.0176 1.035 12077 0.9938 1.0379 0.895

10 1.28811 1.142

11.3653 1.0332091


REHABILITASI SEDANG/BERAT PUSKESMAS PEMBANTUREHABILITASI DAN PERLUASAN PUSKESMAS TAMANPUSKESMAS TAMAN KEC.TAMAN KAB.SIDOARJO

Halaman 1.

JENIS PEKERJAAN SAT. VOLHARGA SATJML HARGA( RUPIAH )( RUPIAH )

pnjg/12 bnyk deletasi1.12 2

0.7275 10.60916667 11.23916667 22.28583333 33.33333333 4

13

DAFTAR HARGA BAHAN BANGUNAN

DAN UPAH KERJA

Ke

lom NO. NAMA / JENIS BAHAN SATUAN HARGA

pok SATUAN BAHAN

1 2 3 4 5

A. BAHAN PASIR

1 Pasir Urug / Tanah katel. M3 Rp. 132,000.00

2 Pasir Pasang M3 Rp. 156,000.00

3 Pasir Cor M3 Rp. 170,000.00

4 Sirtu urug M3 Rp. 108,300.00

5 Tanah Urug M3 Rp. 62,700.00

6 Tanah grosok M3 Rp. 86,130.00

7 Tanah taman M3 Rp. 87,367.00

B. BAHAN BATU

1 Batu Kali Pecah 15/20 ( tangan ) M3 Rp. 115,000.00

2 Batu Kali/ batu Quary M3 Rp. 125,000.00



5 Batu Kali Pecah 3/5 ( mesin ) M3 Rp. 174,000.00


7 Batu Kali Pecah 0.5 - 1 ( mesin ) M3 Rp. 185,000.00


9 Batu pecah tersaring untuk laston M3 Rp. 300,000.00

10 Batu pecah tersaring untuk LPA M3 Rp. 249,000.00

11 Batu pecah tersaring untuk LPB M3 Rp. 265,000.00

12 Koral Beton 1/2 M3 Rp. 215,000.00

13 Koral Beton 2/3 M3 Rp. 164,000.00

14 Batu bata tebal 5,5 cm. Bakaran kayu Bh Rp. 575.00

15 Batu bata tebal 5,5 cm. Bakaran sekem. Bh Rp. 500.00

16 Batako. Bh Rp. 3,500.00

C BAHAN PAVING STONE.

1 Paving stone abu-2 tb. 6 cm (3 berlian-DT1) Bj Rp. 1,120.00

2 Paving stone abu-2 tb. 6 cm (4 persegi pjng ) Bj Rp. 975.00

3 Paving stone abu-2 tb. 8 cm (4 persegi pjng ) Bj Rp. 1,250.00

4 Paving stone / beton blok kelas I M2 Rp. 1,200.00

5 Paving stone / beton blok kelas II M2 Rp. 1,300.00

6 Rooster beton bh Rp. 1,350.00

7 Conblock 20 bh Rp. 1,210.00

D BAHAN SEMEN / P.C. 1,700.00

1 Semen Gresik 40 kg Zak Rp. 1,650.00

2 Semen Gresik 1kg 1Kg Rp. 1,650.00

3 Semen warna 1Kg Rp. 1,350.00

4 Semen Tiga Roda 50 kg Zak Rp. 1,350.00

5 Semen putih ( Azano / Tiga Roda ) Zak Rp. 1,350.00

E BAHAN KAPUR. 1,700.00

1 Kapur bubuk M3 Rp. 1,550.00

2 Kapur bubuk 1Kg Rp. 1,200.00

3 Kapur bubuk 1 sak. 1 Sak Rp. 1,530.00

4 Kapur gamping 1Kg Rp. 1,550.00

F BAHAN LANTAI.

1 Tegel wafel / Badag 30 x 30 cm Bh Rp. 8,500.00

2 Tegel keramik Granite tile 40 x 40 cm ( KW I ) M2 Rp. 85,000.00

3 Keramic Pltinum 40 x 40 cm .motif granite M2 Rp. 95,000.00

4 Tegel keramik lis 7,5 x 25 cm ( KW I ) Bh Rp. 3,500.00

5 Tegel keramik lis 5 x20 cm ( KW I ) Bh Rp. 7,500.00

6 Tegel keramik 20x20 cm ( KW I ) M2 Rp. 47,000.00



9 Tegel keramik rock tile 40x40 cm ( KW I ) M2 Rp. 65,000.00

10 Tegel keramik motif 40x40 cm ( KW I ) M2 Rp. 65,000.00

11 Tegel keramik motif 30x30 cm M2 Rp. 53,000.00

12 Keramik dinding 20x25 cm ( KW I ) M2 Rp. 48,500.00

13 Keramik dinding 25x35 cm ( KW I ) M2 Rp. 52,000.00

14 Mosaik M2 Rp. 65,000.00

15 Tera kota M2 Rp. 75,000.00

G BAHAN KAYU.

1 Kayu jati balok 6,15, 8/12. panjang 3mtr. M3 Rp. 21,000,000.00

2 Kayu reng jati 2/3, panjang 4 mtr. M3 Rp. 15,000,000.00

3 Kayu jat usuk 3/5; 4/6 ; 5/7 panjang 4 mtr. M3 Rp. 14,750,000.00

4 Papan jati papan 2/20 ; panjang 2 mtr M3 Rp. 19,500,000.00

5 Kayu Kamfer balok 8/12, 6/15 M3 Rp. 6,250,000.00

6 Kayu kamfer usuk 5/7 M3 Rp. 4,350,000.00

7 Kayu kamfer papan 3/30 , 3/20, 2/20. M3 Rp. 4,850,000.00

8 Kayu Kamfer reng 2/3 M3 Rp. 3,450,000.00

9 Kayu kruing / bengkirai / kempas papan 2/20 M3 Rp. 4,850,000.00

10 Kayu kruing /bengkirai/kempas blk 8/12,6/15 M3 Rp. 4,650,000.00

11 Kayu kruing / bengkirai/kempas usuk 5/7 M3 Rp. 4,450,000.00

12 Kayu kruing / bengkirai/kempas usuk 4/6 M3 Rp. 0.00

13 Kayu kruing reng 2/3 M3 Rp. 3,250,000.00

14 Kayu meranti balok 8/12, 6/15 M3 Rp. 3,750,000.00

15 Keyu meranti usuk 5/7 M3 Rp. 2,800,000.00

16 Kayu meranti papan 3/25/400 M3 Rp. 4,250,000.00

17 Kayu glugu usuk 5/7 4meter 1 Btg Rp. 57,000.00

18 Papan begesting meranti 2/20 - 4meter (MC) M3 Rp. 2,000,000.00

19 Rangka plavon kamper potongan M3 Rp. 3,650,000.00

20 Rangka plavon meranti potongan M3 Rp. 2,750,000.00

21 Kayu gelagar jembatan meranti.8/15 pj.4 mtr M3 Rp. 3,850,000.00

22 Kayu dolken kayu jati. Btg Rp. 75,000.00

23 Kayu Sirap M2 Rp. 22,000.00

25 Kayu bakar. M3 Rp. 85,000.00

H BAHAN TRIPLEKS / KAYU LAPIS.

1 Teakwood 90.210. x 4 mm lbr Rp. 85,000.00

2 Teakwood 110.210. x 4 mm lbr Rp. 95,000.00

3 Teakwood 122.244. x 4 mm lbr Rp. 125,000.00 ###

4 Triplek lapis aluminium lbr Rp. 97,500.00

5 Triplek lapis formika lbr Rp. 90,000.00

6 Triplek 90.210. x 3 mm lbr Rp. 55,000.00








14 List plafond 1,5/4 profil kayu kamper m' Rp. 6,500.00

15 List plafond 1/5 m' Rp. 3,250.00

I BAHAN BESI. Dan ALUMINIUM

1 Aluminium putih / silver 3" M1 Rp. 70,000.00

2 Aluminium putih / silver 4" M1 Rp. 70,000.00

3 Aluminium coklat / brown 3" M1 Rp. 65,000.00

4 Aluminium coklat / brown. 4" M1 Rp. 75,000.00

5 Aluminium slimar putih / silver 3" M1 Rp. 70,000.00

6 Aluminium slimar coklat / brown 3" M1 Rp. 72,000.00

7 Aluminium slimar coklat / brown 2,5" M1 Rp. 65,500.00

8 Aluminium slimar coklat / brown 1,5" M1 Rp. 40,000.00

9 Karet penjepit kaca / multipleks. M1 Rp. 55,000.00

10 Hak window Bh Rp.

11 Besi beton Polos diameter 5 mm Lonjor Rp. 27,500.00






17 Besi beton polos. Kg Rp. 9,000.00

18 Besi beton Ulir. Kg Rp. 10,000.00

19 Besi konstruksi ( WF ; H ; INP ; SIKU ) Kg Rp. 10,500.00

20 Besi lempeng / bulat / strip (Beugel) Kg Rp. 11,500.00

21 Besi kanal C. Kg Rp. 10,700.00

22 Kawat bendrat Kg Rp. 14,000.00

23 Kawat duri M1 Rp. 7,500.00

24 Kawat bronjong Kg Rp. 14,500.00

25 Kawat ikat Kg Rp. 19,500.00

26 Kawat harmonika. M1 Rp. 23,000.00

27 Kawat nyamuk. besi M1 Rp. 21,500.00

28 Kawat KASA. / kawat burung. M1 Rp. 19,000.00

29 Paku reng KG Rp. 14,000.00

30 Paku usuk KG Rp. 14,000.00

31 Paku eternit KG Rp. 27,500.00

32 Paku sekrup KG Rp. 15,000.00

33 Mur baut kuda-kuda KG Rp. 17,500.00

34 Mur baut kuda-kuda Bh Rp. 0.00

35 Plat kuda-kuda Bh Rp. 12,000.00

36 Mur baut gording Bh Rp. 0.00

34 Paku payung Bh Rp. 750.00

35 Ankur kusen Bh Rp. 3,250.00

36 Pagar BRC 90.240 cm Unit Rp. 385,000.00

37 Pagar BRC 120.240 cm Unit Rp. 475,000.00

38 Besi siku 30x30x3 panjang 6 m Ljr Rp. 77,500.00



41 Besi HOLOW # 40x40x4 panjang 6 m Ljr Rp. 125,000.00

42 Metal stut C.75 Ljr Rp. 95,000.00

J BAHAN PIPA BESI..

1 Pipa air galvanis medium 1/2" Ljr Rp. 55,000.00

2 Pipa air galvanis medium 3/4" Ljr Rp. 77,500.00

3 Pipa air galvanis medium 1" Ljr Rp. 92,500.00

4 Pipa air galvanis medium 1,25" Ljr Rp. 120,000.00




K BAHAN PIPA P.V.C..

1 Pipa PVC AW dia 1/2" 4 m Ljr Rp. 23,000.00

2 Pipa PVC AW dia 3/4" 4m Ljr Rp. 33,500.00

3 Pipa PVC AW dia 1".4m Ljr Rp. 41,000.00

4 Pipa PVC D dia 2" 4 m Ljr Rp. 55,000.00

5 Pipa PVC D dia 3" 4 m Ljr Rp. 165,000.00

6 Pipa PVC D dia 4" 4m Ljr Rp. 266,000.00

7 Talang " U " Maspion 4m Ljr Rp. 127,500.00

L BAHAN BUIS BETON..

1 Buis beton bulat dia 15 cm, 1 m' Mtr Rp. 17,500.00







9 Buis beton U - 20cm , m' Mtr Rp. 32,000.00

10 Buis beton U - 30cm , m' Mtr Rp. 42,500.00

M BAHAN PENUTUP ATAP.

1 Genteng keramik Bh Rp. 12,500.00

2 Genteng kodok karang pilang Bh Rp. 2,650.00

3 Genteng kodok karang pilang ( bambe) Bh Rp. 3,000.00

4 Bubungan genteng bambe. Bh Rp. 5,500.00

5 Bubungan glazur Kanmuri / KIA.enteng bambe. Bh Rp. 12,000.00

6 Eternit 1x1m tebal 6 mm Bh Rp. 16,750.00

7 Eternit 1x1m tebal 4 mm Bh Rp. 15,000.00

8 Calsiboart t. 6 mm Lbr Rp. 62,500.00

9 Gypsum board t. 9 mm Lbr Rp. 75,000.00

10 Calsiboardt 1x1m Calsibort 5 mm Bh Rp. 24,500.00

11 Asbes datar tebal 4 mm Bh Rp. 17,750.00

12 Asbes datar tebal 3,5 mm Bh Rp. 25,000.00

13 Asbes gelombang besar 225 x 110 Lbr Rp. 90,000.00

14 Asbes gelombang besar Per M2 M2 Rp. 47,500.00

15 Asbes gelombang kecil 225 x 105 Lbr Rp. 77,500.00

16 Asbes gelombang kecil Per M2. M2 Rp. 39,500.00

17 Bubungan Asbes Gelombang besar Bh Rp. 67,500.00

18 Bubungan Asbes Gelombang kecil Bh Rp. 55,000.00

19 Seng plat BJLS 30.80.300 cm Lbr Rp. 65,000.00

20 Seng gelombang BJLS 28 Lbr Rp. 77,500.00

21 Seng gelombang BJLS 30 Lbr Rp. 85,000.00

22 Seng plat BJLS 28 Lbr Rp. 72,500.00

23 Seng plat BJLS 30 Lbr Rp. 77,500.00

24 Seng Galvalum DJLS 45 warna lebar efektif 73 M1 Rp. 135,000.00

25 Seng Galvalum DJLS 45 polos lbr efektif 73 Cm M1 Rp. 117,500.00

N BAHAN PENGECATAN + POLITUR..

1 Kertas gosok lbr Rp. 3,500.00

2 Plamur tembok Kg Rp. 18,500.00

3 Plamur kayu " PEDANG "(dempul kayu) Kg Rp. 21,000.00

4 Cat kayu / besi EMCO/setara Kg Rp. 55,000.00

5 Cat tembok "wathershilt" merk Duluk ; Jotun. Kg Rp. 165,000.00

6 Cat tembok "DECOLITH" Kg Rp. 27,500.00

7 Cat tembok "PARAGON" Kg Rp. 20,000.00

8 Cat kayu dasar Kg Rp. 27,500.00

9 Cat tembok "ICI Dulux" Kg Rp. 80,000.00

10 Cat meni "PEDANG" Kg Rp. 35,000.00

11 Dempul kayu Kg Rp. 21,000.00

12 Minyak cat / thiner B Ltr Rp. 17,500.00

13 Tinner A Ltr Rp. 21,500.00

14 Spiritus Ltr Rp. 17,500.00

15 Plitur jadi Ltr Rp. 45,000.00

16 Vernis Ltr Rp. 52,000.00

17 Lem putih " RAJAWALI " Kg Rp. 12,000.00

18 Lem kayu aica aibon Kg Rp. 47,500.00

19 Teer Kg Rp. 3,500.00

20 Cherlag Kg Rp. 56,000.00

O BAHAN KACA.

1 Kaca bening 5 mm m2 Rp. 72,500.00

2 Kaca rybend 5 mm m2 Rp. 78,500.00

3 Kaca raybend blue 5 mm m2 Rp. 135,000.00

4 Kaca buram 5 mm m2 Rp. 85,000.00

5 Kaca cermin 5 mm m2 Rp. 135,000.00

7 Kaca patri warna 5 mm m2 Rp. 275,000.00

8 Kaca painting 5 mm m2 Rp. 325,000.00

9 Kaca nako + rangka "NIKY" Dn Rp. 19,500.00

P BAHAN PENGANTUNG + KUNCI.

1 Kunci "ALPHA Bulat" 1 x putar Bh Rp. 75,000.00

2 Kunci "SILINDER" 1 x putar Bh Rp. 82,500.00

3 Kunci " ROYAL" 2 x putar Bh Rp. 135,000.00

4 Kunci " UNION " 2 x putar Bh Rp. 125,000.00

5 Kunci tanam "ANTIK" 2 x putar Bh Rp. 175,000.00

6 Kunci selot kuningngan panjang 25 Cm Bh Rp. 35,000.00

7 Kunci selot kuningngan panjang 15 Cm Bh Rp. 25,000.00

8 Kunci lemari 808. Bh Rp. 20,000.00

9 Door holder / pegangan pintu antik / baik. Unit Rp. 225,000.00

10 Rel pintu dorong Unit Rp. 165,000.00

11 Engsel Nylon "ARCH" asli pintu Bh Rp. 14,500.00

12 Engsel jendela ARCH Bh Rp. 10,500.00

13 Engsel jendela " Register trademart" Set Rp. 67,500.00

14 Grendel injak Bh Rp. 35,000.00

15 Grendel tanam pintu Bh Rp. 65,000.00

16 Grendel slide jendela Bh Rp. 22,500.00

17 Door closer Bh Rp. 235,000.00

18 Door STOP Bh Rp. 75,000.00

19 Kait angin sikutan yang baik. Psg Rp. 35,000.00

20 Hak angin Psg Rp. 27,500.00

Q BAHAN SANITAIR.

1 Kran air "SAN EI" Bh Rp. 35,000.00

2 Kran air "AMICO 1/2" Bh Rp. 30,000.00

3 Kran air "AMICO 3/4" Bh Rp. 32,000.00

4 Pompa air "GOLD STAR" Bh Rp. 750,000.00

5 Pompa air "NASIONAL" Bh Rp. 1,250,000.00

6 Floor drains / plastik. Bh Rp. 12,500.00

7 Closed Jongkok trasso Bh Rp. 90,000.00

8 Closed Jongkok keramic KIA Standart Bh Rp. 350,000.00

9 Closed duduk monoblock. Bh Rp. 1,250,000.00

10 Tutup bak mandi Bh Rp. 20,000.00

11 Lem paralon Bh Rp. 12,000.00

12 Westafel Bh Rp. 450,000.00

13 Urinoir keramic. Bh Rp. 325,000.00

14 Sumur + pompatangan dragon terpasang Unit Rp. 1,100,000.00

15 Septiktank + resapan komplit 1 M3 Unit Rp. 2,350,000.00



R BAHAN ELEKTRIKAL.

1 Pasang listrik /Wirring. Ttk Rp. 120,000.00

2 Lampu TL 1 x 10 w PHILIPS Bh Rp. 25,000.00



5 Lampu pijar 40 - 100 w PHILIPS Bh Rp. 10,000.00

6 Isolator Bh Rp. 12,000.00

7 Las Doof Bh Rp. 0.00

8 Fiting Plafoond Bh Rp. 4,500.00

9 T dos PVC Bh Rp. 2,750.00

10 Stop Kontak "BROCO" Bh Rp. 30,000.00

11 Saklar tunggal "BROCO" Bh Rp. 26,500.00

12 Saklar ganda " BROCO " Bh Rp. 32,000.00

13 Kabel NYA 1000 Volt 1,5 mm M1 Rp. 3,750.00

14 Kabel NYA 1000 Volt 2,5 mm M1 Rp. 4,250.00

15 Kabel NYA 1000 Volt 4 mm M1 Rp. 7,500.00

16 Sekrering Tunggal "LN" biasa Bh Rp. 32,000.00

17 Sekering ganda "LN" biasa Bh Rp. 45,000.00

18 Sekering 1 group + MCB Unit Rp. 175,000.00



DAFTAR HARGA TERTINGGI UPAH KERJA ORANG per HARI

NO. URAIAN TENAGA SATUAN UPAH PERHARI

1 2 3 4

1 MANDOR Org / hr Rp. 75,000.00 ###

2 KEPALA TUKANG Org / hr Rp. 74,000.00 ###

3 TUKANG GALI TANAH Org / hr Rp. 65,000.00 ###

4 TUKANG BATU Org / hr Rp. 65,000.00 ###

3 TUKANG KAYU Org / hr Rp. 65,000.00 ###

4 TUKANG BESI Org / hr Rp. 65,000.00 ###

4 TUKANG CAT Org / hr Rp. 65,000.00 ###

5 TUKANG ASPAL Org / hr Rp. 65,000.00 ###

5 TUKANG PLITUR Org / hr Rp. 65,000.00 ###

6 TUKANG LISTRIK Org / hr Rp. 65,000.00 ###

6 PEKERJA Org / hr Rp. 51,400.00 ###

7 PEJAGA MALAM Org / hr Rp. 50,000.00 ###

Di buat Oleh :



HEMBARTO.H, ST

Direktur

Hal.30

HITUNGAN VOLUME PEKERJAAN#REF!

Uraian Pekerjaan KeteranganPerhitungan

SatPanjang Lebar tebal/tinggi BNYAK BIDANG/M' Jumlah

1 2 3 4 5 6 7 8 9IA PEKERJAAN PERSIAPAN1 ### 16.80 + 45.60 + 16.80 + 4.80 = 84.000 M'

12.00 + 4.80 + 31.20 = 48.000 M'B PEKERJAAN TANAH DAN URUGAN TOT 136.00 M'

### ### 1.00 + 1.20 x 0.70 x 45.00 = 34.65 M3Grid Vertikal 2.0

4.8 M'4.8 M'

3 M'1.5 M'2.4 M'2.4 M'3.3 M'2.4 M'

TOT 24.60 M'

Grid Horizontal2.4 M'4.8 M'4.8 M'2.4 M'

3 M'3 M'

TOT 20.40 M'JUMTOT 45.00 M'

1 ###

GEDUNG UTAMA 65.00 TITIK 1.35 x 1.10 x 1.35 x 65.00 = 130.309 M3

### ### 0.25 x 0.45 x 443.05 x 1.00 = 49.843 M3

GRID VERTIKALA 16,8*7 117.60 M'B 21,6*5 108.00 M'C 1,15+3,3 4.45 M'

TOTAL 230.05 M'

GRID HORIZONTAL1 45.6*5 201.00 M'2 12.00 12.00 M'

TOTAL 213.00 M'JMLH TOTAL 443.05 M'

### ### 1 1.35 0.5 0.3 0.2025 0.563 M32 2.4 0.5 0.3 0.36

0.5625

KODE BQ

Hal.31




1 2 3 4 5 6 7 8 9

KODE BQ

### ### 215.36 x 0.30 x 1.00 x 1.00 = 64.609 M3

### ### 1.30 x 1.30 x 0.05 x 65.00 = 5.493 M3

### ### 0.25 x 0.05 x 443.05 x 1.00 = 5.538 M3

### ### LUAS I 45.60 x 16.80 x 0.05 x 1.00 = 38.304 M3LUAS II 12.00 x 4.80 x 0.05 x 1.00 = 2.880 M3

41.18 M3

### ### LUAS I 45.60 x 16.80 x 0.35 x 1.00 = 268.128 M3LUAS II 12.00 x 4.80 x 0.35 x 1.00 = 20.160 M3

TOTAL 288.29 M3

C PEKERJAAN PONDASI

### ### 0.80 0.15 45.00 1.00 = 5.400 M3

### ### 0.70 + 0.30 x 0.70 x 45.00 = 15.750 M3 2.0

### ### 16.00 x 1.00 x 1.00 x 130.00 = 2,080.000 M'

Isian 2 65.00 TITIK poer 130.00 TITIK

### ###

GEDUNG UTAMA 65.00 TITIK 1.25 x 1.00 x 0.40 x 65.00 = 32.500 M3

### 0.20 x 1.35 x 9.60 x 1.30 = 3.370 M3TANGGA 1.35 x 0.50 x 0.30 x 1.00 = 0.203 M3PONDASI TANGGA 1.00 TITIKPONDASI RAM 2.40 x 0.50 x 0.30 x 1.00 = 0.360 M3

4 ###GRID VERTIKAL

A 16,8*7 117.60 M' 0.20 x 0.40 x 1.00 x 443.05 = 35.444 M3B 21,6*5 108.00 M' C 1,15+3,3 4.45 M'

TOTAL 230.05 M'

Hal.32




1 2 3 4 5 6 7 8 9

KODE BQ

GRID HORIZONTAL1 45.6*5 201.00 M' 2 12.00 12.00 M'

TOTAL 213.00 M' JMLH TOTAL 443.05 M'

5 ###GRID VERTIKAL

A 16,8*7 117.60 M' B 21,6*5 108.00 M' 0.15 x 0.20 x 1.00 x 193.50 = 5.805 M3C 1,15+3,3 4.45 M'

TOTAL 230.05 M'

GRID HORIZONTAL1 45.6*5 201.00 M' 2 12.00 12.00 M'

TOTAL 213.00 M' 443.05 M'

pon. Bt kali 45.00 M' Jmlh TOT 488.05 M'

6 ### 1.30 x 1.20 x 0.05 x 65.00 = 5.07 M3

0.25 x 443.1 x 0.05 x 1.00 = 5.538 M3

D PEKERJAAN BETON STRUKTUR K-225

A. PEKERJAAN BETON STRUKTUR K-225 LT.11 ### 0.30 x 0.30 x 5.10 x 65.00 = 29.835 M3

2 ### 25 titik 0.15 x 0.15 x 4.20 x 25.00 = 2.363 M3

3 ### 0.25 x 0.28 x 450.85 x 1.00 = 31.560 M3GRID VERTIKAL

A 16.8 16.8 M'B 86.4 86.4 M'C 21,6*5 108 M'D 1,15+3,3 4.45 M'

TOTAL 215.65 M'

GRID HORIZONTAL1 45,6*5-4,8 223.2 M'2 12 12 M'

TOTAL 235.2 M'450.85 M'

4 ###GRID VERTIKAL 0.15 x 0.08 x 38.40 x 1.00 = 0.461 M3

Hal.33




1 2 3 4 5 6 7 8 9

KODE BQ

A B. Pengaku 38.40 M'

5 ### 0.15 x 0.20 x 1.00 x 120.60 = 3.618 M3GRID VERTIAL

1 14.40 M'2 4.80 M'3 20.80 M'

TOTAL 40.00 M'

GRID HORIZONTAL1 12.00 M'2 27.80 M'3 40.80 M'

TOTAL 80.60 M' JUM TOT 120.60 M'

6 ### 7 deratat 53.18 m1 0.25 x 0.28 x 70.18 x 2.00 = 9.825 M3

12 derajat 9.80 m1

bdes 20/40 7.20 m1 70.18 m1

boerdes 19.20 m1 0.25 x 0.28 x 19.20 x 1.00 = 1.344 M3 11.169 M3

7 ### 7 deratat 26.59 m1 2.40 x 33.89 x 0.12 x 1.00 = 9.760 M3

12 derajat 4.90 m1

bordes 2.40 m1 33.89 m1

8 ### 7.4646 8.34 x 0.08 x 12.00 x 1.00 = 8.008 M30.8775

penebalan 2.43 2.430 M3 10.438 M3

B. PEKERJAAN BETON STRUKTUR K-225 LT.21 ###

LUASAN 1 14.40 x 28.80 x 0.12 x 1.00 = 49.766 M3

LUASAN 2 21.60 x 12.00 x 0.12 x 1.00 = 31.104 M3

LUAS SELASAR 2.40 x 30.20 x 0.12 x 1.00 = 8.698

LUAS DAG LUAR 3.30 x 4.80 x 0.12 x 1.00 = 1.901

Dikurangi luas tangga 2,4*4,8 1.3824 M3 91.469 M3

Hal.34




1 2 3 4 5 6 7 8 9

KODE BQ

TOT 90.086

2 ### 49 TITIK 0.30 x 0.30 x 3.60 x 49.00 = 15.876 M3

3 ### 45 TITIK 0.15 x 0.15 x 4.20 x 45.00 = 4.253 M3


1 14.40 M'2 4.80 M'3 20.80 M'

TOTAL 40.00 M'

GRID HORIZONTAL1 12.00 M'2 27.80 M'3 40.80 M'

TOTAL 80.60 M' JUM TOT 120.60 M'

5 ### 43.20 M' 0.20 x 0.30 x 1.00 x 43.20 = 2.592 M3

6 ### LUASAN 1 0.08 x 2.20 x 81.50 x 1.00 = 14.344 M3LUASAN 2 0.08 1.30 43.20 x 1.00 = 4.493 M3

18.837 M3

7 ### banyak 8 0.70 + 0.30 x 1.50 x 0.30 = 1.800 M3 2.0


1 16,8*2 33.6 M'2 21,6*2 43.2 M'3 4.8 4.8 M'

TOTAL 81.60 M'

GRID HORIZONTAL1 45,6*3 136.80 M'3 12.00 12.00 M'

2,4*12 28.80 M'TOTAL 177.60 M' JUM TOT 259.20 M'

9 ### 48.90 48.90 x 0.15 x 0.20 x 1.00 = 1.467 M3

E PEKERJAAN PASANGAN DAN PLESTERANA. PEKERJAAN PASANGAN DAN PLESTERAN LT.1

Hal.35




1 2 3 4 5 6 7 8 9

KODE BQ

1 ### 0.12 x 1.20 x 1.00 x 278.10 = 40.046 M3GRID HORIZONTAL

1 45,6-2,4 43.20 M'2 1.5 1.5 M'3 1.5 1.5 M'4 1.5 1.5 M'6 31,2-2,4 28.8 M'7 2.4 2.4 M'8 2.4 2.4 M'9 31,2+4,8-2,4 33.6 M'

10 45,6-2,4 43.2 M'11 1.5 1.5 M'12 4.8 4.8 M'13 3 3 M'14 12 12 M'

4.8 4.8 M'TOTAL 184.20 M'

GRID VERTIKALA 14.40 14.40 M'B 1.50 1.50 M'C 4.80 4.80 M'D 2.00 2.40 M'E 1.50 1.50 M'F 3.90 5.40 M'G 1.50 2.40 M'H 2.40 4.80 M'I 4.80 4.80 M'J 4.80 4.80 M'K 4.80 9.60 M'L 4.80 4.80 M'M 21.60 21.60 M'N 4.80 3.00 M'O 3.90 4.80 M'P 3.90 3.30 M'

TOTAL 93.90 M'

Hal.36




1 2 3 4 5 6 7 8 9

KODE BQ

JUMTOT 278.10 M'

2 Pasangan dinding bata merah 1Pc : 5Ps 0.12 x 3.50 x 1.00 x 278.10 = 116.802 M3

di kurangi luasan kusen 15% 19.856 96.946

4 ### 40.05 x 1.00 x 2.00 x 1.00 = 667.440 M2 0.12

5 ### 116.80 x 1.00 x 2.00 x 1.00 = 1,946.700 M2 0.12

Hal.37




1 2 3 4 5 6 7 8 9

KODE BQ

6 ### 43.80 x 3.50 x 1.00 x 1.00 = 153.300 M2GRID VERTIKAL Gimpsum - daun pintu 124.941 M2

a 4.8 4.8 M' 278.241 M2b 4.8 4.8 M'c 4.8 4.8 M'd 4.8*2 9.6 M'e 2.7 2.7 M'f 2.7+4.8 7.5 M'

34.2 M'

GRID HORIZONTALa 4.8-1.5 3.3b 2.4 2.4c 9.6 9.6 M'

TOTAL 43.8 M'Gimpsum - daun pintu

1 PJ1 11.7525 3 35.2575 m22 J10 6.3615 2 12.723 m23 P8+J9 6.092 5 30.46 m24 P3 5.62 4 22.48 m25 P3 14.71 1 14.71 m26 P3 9.31 1 9.31 m2

124.9405 m2

7 ### 2.00 x 4.20 x 32.00 x 1.00 268.800 M1 3.00 x 4.20 x 13.00 x 1.00 163.800 M1 4.00 x 4.20 x 19.00 x 1.00 319.200 M1

B. PEKERJAAN PASANGAN DAN PLESTERAN LT.2 64.00 751.800 M1

1 ### 0.12 x 0.20 x 1.00 x 271.30 = 6.511 M3GRID HORIZONTAL

1 43.2 43.2 M'2 2.4 2.4 M'3 3.9 3.9 M'4 3 3 M'

6 6 M'6 6 M'

5 33.6 33.6 M'6 43.2 43.2 M'7 3 3 M'8 4.8 4.8 M'9 1.5 1.5 M'

10 12 12 M'TOTAL 162.6 M'

GRID VERTIKALA 16,8-4,8 12.00 M'B 16,8-2,4 14.40 M'C 1,5*2 3.00 M'

Hal.38




1 2 3 4 5 6 7 8 9

KODE BQ

D 1.5 1.50 M'E 3.1 3.10 M'F 6.3 6.30 M'G 1.6 1.60 M'H 1.6 1.60 M'I 1.6 1.60 M'J 4.8 4.80 M'K 3.6 3.60 M'L 2.4 2.40 M'M 4,8*2 9.60 M'N 16,8+4,8 21.60 M'

21.60

TOTAL 108.70 M'JUMTOT 271.30 M'

0.12 x 4.00 x 1.00 x 271.30 = 130.224 M32 ###

di kurangi luasan kusen 15 % 22.138 108.086

3 ### 71.40 x 3.50 x 1.00 x 1.00 = 249.900 M2 Gipsum - daun pintu 144.340 M2

GRID VERTIKAL 394.240 M2a 4.8*2-1.5 8.1 M'b 4.8-1.5 3.3 M'c 4.8 4.8 M'd 4.8 4.8 M'e (4.8-1.5)+4.8 8.1 M'f 4.8+2.7 7.5 M'g 2.7*2 5.4 M'h 2.7*2 5.4 M'i 2.7*2 5.4 M'j 4.8+2.7 7.5 M'k 2.7 2.7 M'l 4.8 4.8 M'++ 3.6 3.6 M'

71.40 M'

Gipsum - daun pintu1 P3+J9 8.182 5 40.91 m22 P3+J9 13.582 1 13.582 m23 P3+J9 14.302 1 14.302 m25 P8+J9 6.092 6 36.552 m26 P8 6.77 2 13.54 m27 PJ3 11.8575 1 11.8575 m28 P2 13.596 1 13.596 m2

144.3395 m2

4 ### 6.51 x 1.00 x 2.00 x 1.00 = 108.520 M2 0.12

5 ### 130.22 x 1.00 x 2.00 x 1.00 = 2,170.400 M2 0.12

Hal.39




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KODE BQ

6 ### 3.00 x 4.10 x 49.00 x 1.00 = 602.700 M1

I PEKERJAAN RANGKA / PLAFOND A. PEKERJAAN RANGKA / PLAFOND Lt 1

1 ### 673.920 m2

- Luasan 1 587.52 587.52 m2 - Luasan 2 86.4 86.4 m2

Total 673.92 m2

2 ###

GRID HORIZONTAL1 40.80 1 40.80 M' 649.800 M'2 1.8 2 3.60 M'3 1.8 2 3.60 M'4 1.5 2 3.00 M'5 36 2 72.00 M'6 28.8 2 57.60 M'7 2.4 2 4.80 M'8 2.4 2 4.80 M'9 36 2 72.00 M'

10 45.6 1 45.60 M'11 1.2 2 2.40 M'12 2.4 2 4.80 M'13 2.4 2 4.80 M'14 12 2 24.00 M'15 7.2 2 14.40 M'

TOTAL 358.20 M'

GRID VERTIKAL0 48 1 48.00 M'

A 14.40 2 28.80 M'B 1.50 2 3.00 M'C 4.80 2 9.60 M'D 7.20 2 14.40 M'E 1.50 2 3.00 M'F 3.90 2 7.80 M'G 1.50 2 3.00 M'H 4.80 2 9.60 M'I 14.40 2 28.80 M'J 4.80 2 9.60 M'K 9.60 2 19.20 M'L 4.80 2 9.60 M'M 4.80 2 9.60 M'N 4.80 2 9.60 M'O 21.60 2 43.20 M'P 4.80 2 9.60 M'

Hal.40




1 2 3 4 5 6 7 8 9

KODE BQ

Q 3.90 2 7.80 M'R 3.90 2 7.80 M'S 4.80 2 9.60 M'


B. PEKERJAAN RANGKA / PLAFOND Lt 2

### 743.040 m2

- Luasan 1 685.44 685.44 m2 - Luasan 2 57.6 57.6 m2

Total 743.04 m2

### 505.200 M'GRID HORIZONTAL

1 45.6 1 45.6 M'2 2.55 2 5.1 M'3 2.55 2 5.1 M'4 19.2 2 38.4 M'5 21.6 2 43.2 M'6 6 2 12 M'7 33.6 2 67.2 M'8 43.2 1 43.2 M'9 3 2 6 M'

10 4.75 2 9.5 M'11 1.5 2 3 M'12 12 1 12 M'

TOTAL 290.3 M'

GRID VERTIKALA 13.50 1 13.5 M'B 14.40 2 28.8 M'C 3.00 2 6 M'D 9.60 2 19.2 M'E 1.50 2 3 M'F 1.60 2 3.2 M'G 1.60 2 3.2 M'H 1.60 2 3.2 M'I 1.60 2 3.2 M'J 1.60 2 3.2 M'K 1.50 2 3 M'L 4.80 2 9.6 M'M 4.80 2 9.6 M'N 1.50 2 3 M'O 14.40 2 28.8 M'P 4.80 2 9.6 M'Q 4.80 2 9.6 M'R 4.80 2 9.6 M'S 2.40 2 4.8 M'U 4.80 2 9.6 M'

Hal.41




1 2 3 4 5 6 7 8 9

KODE BQ

V 4.80 2 9.6 M'W 21.60 1 21.6 M'


J ###

1 ### 748.800 m2

- Luasan 1 622.08 622.08 m2 - Luasan 2 126.72 126.72 m2

Total 748.8 m2

### 821.250 m2 - Luasan 1 622.08 622.08 m2 - Luasan 2 126.72 126.72 m2

Luasan Ram 86.4 86.4 m2

Luasan Kamar mandi 13.95 13.95 m2 Total 821.25 m2

### 700.650 m2 - Luasan 1 622.08 622.08 m2 - Luasan 2 126.72 126.72 m2

di - L KM 36.63 36.63 m2 dikurang L tangga 11.52 11.52 m2

Total 700.65 m2

###

Luasan Kamar mandi 13.95 13.95 m2 13.950 m2

###

Luasan Kamar mandi 36.63 36.63 m2 36.630 m2

###

TP 1 7.8 3 23.4 m1 1.50 TP 2 7.2 4 28.8 m1

52.2 m1 78.300 m1

###

TP 1 7.8 7 54.6 m1 1.50 TP 2 7.2 5 36 m1

90.6 m1 135.900 m1

Hal.42




1 2 3 4 5 6 7 8 9

KODE BQ

Hal.43




1 2 3 4 5 6 7 8 9

KODE BQ

F PEKERJAAN RANGKA ATAP ###

1 ### 20.00 X 168.00 = 280.000 KG M' BH VOL 12.00

Hal.44




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KODE BQ

KUDA2 1 10 2 20

2 Pek. Baja 1/2 Kuda -kuda WF 150.75.5.7 10.00 X 168.00 = 140.000 KG M' BH VOL 12.00

KUDA2 1 5 2 10

3 ### (37*2)+(15*2)+(13*4) 156.00

4 ### 3.00 X 168.00 = 42.000 KG M' BH VOL 12.00

KUDA2 1 0.5 6 3

5 ### M' BH VOL 14.60 X 168.00 = 204.400 KG 3.65 4 14.6 12.00

6 Pasang Plat Plendes t = 8 mm 0.30 x 0.20 x 0.01 x 6.00 8100 23.328 KG

7 4.00 x 6.00 24.000 Bh

8 (4*2)*(3.14*0.25*16*16*0.0081) 13.022 Kg

9 ### 0.08 x 0.12 x 17.20 0.165 M310 Pasang gording kayu kruing 8/12

ATAP TRAPESIUM 1 BH M' VOL 0.08 x 0.12 x 48.40 0.465 M3GORDING 8/12 1 2 7 14GORDING 8/12 2 2 4.65 9.3GORDING 8/12 3 2 3.45 6.9

TOTAL 1 30.2 M'

ATAP SEGITIGA 2 BH M' VOLGORDING 8/12 1 2 5 10GORDING 8/12 2 2 2.65 5.3GORDING 8/12 3 2 1.45 2.9

TOTAL 2 18.20 M'JUMTOT 48.40 M'

11 Pasang usuk kruwing 5/7 + reng kamper 2/3 cm TRAPESIUM 8.00 + 4.00 x 1.60 x 2.00 = 19.200 M2 2.00

TRAPESIUM 4.00 + 1.85 x 1.25 x 2.00 = 7.313 M2LUAS ATAP = 2.00

TRAPESIUM 6.00 + 2.00 x 1.60 x 2.00 = 12.800 M2 2.00

SEGITIGA 0.50 x 2.00 x 1.25 x 2.00 = 2.500 M2TOTAL 41.813 M2

C= 7.65LUAS ATAP = 61.13 m2

A= 5.65

B= C-A

B= 2

45

11 Pasang papan reuter kayu meranti 2/20 17.20 m'

12 ###

Baut angker f 19 I = 45 cm

Pasang tracsktang f 16 mm

A * (A + B) / COS a

a=

`

0.5A B 0.5A

A

C

Hal.45




1 2 3 4 5 6 7 8 9

KODE BQ

###1 ### 12.00 X 355.00 = 355.000 KG

M' BH VOL 12.00 KUDA2 1 12 1 12

tot 12

2 ### 194.00 X 256.00 = 4,138.667 KG M' BH VOL 12.00

KUDA2 2 11 1 1110 17 1706.5 2 13

TOT 194

3 ### 119.00 X 168.00 = 1,666.000 KG M' BH VOL 12.00

KUDA2 27 17 119

TOT 119

4 Pek. Baja 1/2 Kuda -kuda WF 200.100.5,5.8 9.50 X 256.00 = 202.667 KG M' BH VOL 12.00

KUDA2 1 4.75 2 9.5

5 Pek. Baja 1/2 Kuda -kuda WF 150.75.5.7 8.00 X 168.00 = 112.000 KG M' BH VOL 12.00

KUDA2 1 4 2 8

5 Pek. Baja Kolom WF 200.100.5,5.8 23.00 X 256.00 = 490.667 KG M' BH VOL 12.00

KUDA2 1 0.5 46 23

6 Pasang Jurai baja WF. 200.100.55,.8 21.90 X 256.00 = 467.200 KG M' BH VOL 12.00

KUDA2 1 3.65 6 21.9

7 Pasang Jurai baja WF. 150.75.5.7 21.90 X 168.00 = 306.600 KG M' BH VOL 12.00

KUDA2 1 3.65 6 21.9

8 Pasang Plat Plendes t = 8 mm 0.30 x 0.20 x 0.01 x 36.00 8100 139.968 KG

9 Baut angker f 19 I = 45 cm 4.00 x 46.00 184.000 Bh

10 (7,15*19)*(3,14*0,25*16*16*0,0081) 221.133 Kg

11 Pasang nok kayu kruing 8/15 0.08 x 0.15 x 100.60 1.207 M312 Pasang gording kayu kruing 8/12

ATAP TRAPESIUM 1 BH M' VOL 0.08 x 0.12 x 734.20 7.048 M3GORDING 8/12 1 2 65 130GORDING 8/12 2 2 63 126GORDING 8/12 3 2 60 120GORDING 8/12 4 2 59 118GORDING 8/12 5 2 58 116

Pasang tracsktang f 16 mm

Hal.46




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KODE BQ

TOTAL 1 610 M'

ATAP JAJARAN GENJANG 2 BH M' VOLGORDING 8/12 1 9 9 81

TOTAL 2 81.00 M'ATAP SEGITIGA 5 BH M' VOLGORDING 8/12 1 2 8.08 16.16GORDING 8/12 2 2 5.82 11.64GORDING 8/12 3 2 3.71 7.42GORDING 8/12 4 2 2.62 5.24GORDING 8/12 5 2 1.37 2.74

TOTAL 5 43.20 M'

JUMTOT 734.20 M'

12 Pasang usuk kruwing 5/7 + reng kamper 2/3 cm TRAPESIUM 1 65.75 + 60.00 x 3.50 x 2.00 = 440.125 M2 2.00

TRAPESIUM 2 65.75 + 60.00 x 3.50 x 2.00 = 440.125 M2 2.00

pelana 9.00 X 2.00 x 1.00 x 1.00 = 18.000 M2 9.00 X 10.00 x 1.00 x 1.00 = 90.000 M2

TRAPESIUM 2 9.30 + 3.16 x 1.43 x 2.00 = 17.818 M2 2.00

SEGITIGA 0.50 x 3.20 x 2.75 x 2.00 = 8.800 M2TOTAL 1,014.868 M2

13 Pasang papan reuter kayu meranti 2/20 NOK 36.00 JURAI 32.10

68.10 m'

14 Pasang lisplank kayu kamper 3/30

H PEKERJAAN PLAFOND1 Pasang rangka dan plafond eternit 100 x 100 LT.1

1=12 30.15 30.30 X 9.15 X 1.00 X 1.00 = 277.245 M2 27.30 X 9.15 X 1.00 X 1.00 = 249.795 M2

TOT 527.040 M213=23 9.15 L. TANGGA 6.00 X 7.15 X 1.00 X 1.00 = 42.900 M2

TOT 484.140 M2

A=C 6 6.00 X 6.00 X 1.00 X 1.00 = 36.000 M212=13 6 12.60 X 2.00 X 1.00 X 1.00 = 25.200 M2

61.200 M2

2 Pasang rangka dan plafond eternit 100 x 100 LT.21=12 30.15 30.30 X 9.15 X 1.00 X 1.00 = 277.245 M2

27.30 X 9.15 X 1.00 X 1.00 = 249.795 M2 M2 12.60 X 2.00 X 1.00 X 1.00 = 25.200 M2

A=C 6 M2 TOT12=13 6

Hal.47




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KODE BQ

3 Pasang lis plafond 1x 5 cm kayu kamper LT.1

4 Pasang lis plafond 1x 5 cm kayu kamper LT.2

K PEKERJAAN LANTAI###

1 ###1=23 63.6 63.60 X 9.15 X 1.00 X 1.00 = 581.940 M2C=F 9.15 63.60 X 0.20 X 1.00 X 1.00 = 12.720 M2

12=13 6 6.00 X 6.00 X 1.00 X 1.00 = 36.000 M2A=C 6 2.00 X 1.50 X 1.00 X 2.00 = 6.000 M2

6.00 X 0.20 X 1.00 X 2.00 = 2.400 M2

10=15 12.8 12.80 X 2.00 X 1.00 X 1.00 = 25.600 M2F=G 2

TOTl. KM/WC

L.LT.12 ### anak tangga 1.25 X 0.30 X 1.00 X 24.00 = 9.000 M2

anak tangga 1.25 X 0.18 X 1.00 X 24.00 = 5.400 M2 2.80 X 0.30 X 1.00 X 7.00 = 5.880 M2 2.80 X 0.18 X 1.00 X 7.00 = 3.528 M2

bordes 1.50 X 6.00 X 1.00 X 1.00 = 9.000 M2TOT

3 ### 63.60 X 9.15 X 0.05 X 1.00 = 29.097 M3 6.00 X 0.20 X 0.05 X 1.00 = 0.060 M3

TOT

4 ### 1.78 X 1.50 X 1.00 X 3.00 = 8.010 M2

5 ### 5.86 X 1.50 X 1.00 X 3.00 = 26.370 M21.78 M'1.08 M'

3 M'5.86 M'

###

1 ### 63.60 X 9.15 X 1.00 X 1.00 = 581.940 M2 63.60 X 0.20 X 1.00 X 1.00 = 12.720 M2 12.80 X 2.00 X 1.00 X 1.00 = 25.600 M2

620.260 M2J ###

Hal.48




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KODE BQ

###

### ### #REF! #REF!### ### #REF! #REF!### ### #REF! #REF!### ### #REF! #REF!### ### #REF! #REF!### ### #REF! #REF!### ### #REF! #REF!

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#r rab pkm krembung 2013.xls anyar

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