rab tk .xls

PERENCANAAN PEMBANGUNANUNIT PENDIDIKAN ANAK USIA DINI (PAUD/TK)

Taman Kanak-kanak Masitha desa SalugattaKEC. BUDONG-BUDONG, KAB. MAMUJU TENGAH, SULAWESI BARAT

RENCANA ANGGARAN BIAYA ( RAB )

No. Nama Kegiatan Harga

I PERSIAPAN

A PERSIAPAN Rp 3,000,000.00

II BIAYA KONSTRUKSI

C.1. RUANG KELAS DAN RUANG GURU Rp 133,340,524.51

Rp 136,340,524.51 Pajak Pertambahan Nilai ( PPN ) = 10% Rp 13,634,052.45 JUMLAH TOTAL HARGA PEKERJAAN Rp 149,974,576.96

DIBULATKAN Rp 149,975,000.00

Terbilang : Seratus empat puluh sembilan juta sembilan ratus enam puluh ribu rupiah

Mamuju Tengah, 2015

Diperiksa oleh:

PPTK PT. BINTANG TIRTA PRATAMA

DINAS PENDIDIKAN, PEMUDA DAN OLAHRAGA

MAMUJU TENGAH

JASMAN, M. S.Pd. M.Si. ANDI IRSYAM, S.TNIP. 196012311986031674 Team Leader


Taman Kanak-kanak Masitha Desa SalugattaKEC. BUDONG-BUDONG, KAB. MAMUJU TENGAH, SULAWESI BARAT

RENCANA ANGGARAN BIAYA ( RAB )Pekerjaan Persiapan

No Uraian Pekerjaan Analisa Volume SatHarga Satuan Jumlah Harga

( Rp ) ( Rp )1 2 3 4 5 6 7

I. PEK. PERSIAPAN

1 Direksi keet + Gudang ls 1.00 Ls 2,300,000.00 2,300,000.00

2 Papan Nama Proyek & Informasi ls 1.00 Ls 350,000.00 350,000.00

3 listrik dan Air Kerja ls 1.00 Ls 350,000.00 350,000.00

TOTAL 3,000,000.00

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PERENCANAAN PEMBANGUNANUNIT PENDIDIKAN ANAK USIA DINI (PAUD/TK)Taman Kanak-kanak Masitha Desa Salugatta

KEC. BUDONG-BUDONG, KAB. MAMUJU TENGAH, SULAWESI BARATPekerjaan Ruang Belajar & Ruang Guru


( Rp ) ( Rp )1 2 3 4.00 5 6 7

I. PEK. PERSIAPAN1. Pemasangan Bowplank A.1 72.00 m' 42,040.00 3,026,880.00

I. Total 3,026,880.00II. PEK. TANAH DAN URUGAN

1 Galian Tanah Pondasi B.1 36.80 44,000.00 1,619,200.00

2 Urugan Tanah Kembali (Ex galian) B. 2 9.66 15,833.33 152,950.00

3 Urugan Pasir Bawah Pondasi B. 4 3.68 155,454.40 572,072.19

4 Urugan material urug di bawah Lantai B.3 12.00 19,000.00 228,000.00II. Total 2,572,222.19

III. PEKERJAAN PONDASI , BETON DAN DINDING1 Pas. Aanstamping C. 1 7.36 409,315.58 3,012,562.70

2 Pas. Pondasi Batu Belah 1:5 C. 2 14.72 648,269.33 9,542,524.51

3 Beton Sloof 1:2:3 (S1 20/25) C.11 1.90 3,846,676.29 7,308,684.95

4 Beton Sloof 1:2:3 (K1 15/20) C.10 0.24 4,383,261.82 1,051,982.84

5 Beton Kolom 1:2:3 (K1 30/30) C.12 2.45 3,214,879.56 7,870,025.16

7 Beton Kolom Praktis 1:2:3 (Kp 12/12) C.16 0.29 7,636,964.88 2,243,434.80

10 Beton Ring Balok 1:2:3 (12/20) C.15 1.10 4,002,514.39 4,418,775.88

11 Pas. Dinding 1/2 bata 1PC : 5PP C.3 93.38 93,147.76 8,697,998.11

12 Plesteran Dinding 1PC : 5PP, tebal 20 mm C.5 186.76 36,774.37 6,867,870.64

13 Pekerjaan Acian C.9 0.00 13,159.00 0.00III. Total 51,013,859.60

IV. PEKERJAAN PINTU DAN JENDELA1 Pek. Pas Kusen Pintu P1 D.1 1.00 Unit 702,876.55 702,876.552 Pek. Pas Kusen Pintu P2 D.2 1.00 Unit 346,967.90 346,967.903 Pek. Pas Kusen Jendela J1 D.7 2.00 Unit 546,605.63 1,093,211.264 Pek. Pas Kusen Jendela J2 D.8 3.00 Unit 398,381.38 1,195,144.155 Pek. Pas Kusen Jendela J3 D.9 2.00 Unit 157,716.48 315,432.966 Pas. Daun pintu P1 (panil) D.15 1.00 Unit 1,019,347.20 1,019,347.207 Pas. Daun pintu P2 (panil) D.16 1.00 Unit 713,543.04 713,543.048 Kusen Jalusi Atap (Lubang Angin) D.14 4.00 Unit 424,728.00 1,698,912.009 Pas. Daun Jendela D.21 19.00 Unit 87,354.48 1,659,735.0410 Pas. Kaca Mati D.22 1.88 129,975.00 244,482.9811 Pek. Kunci & gantungan 0.00

- Pas. Kait Angin D.23b 19.00 bh 32,175.00 611,325.00 - Pas. Engsel Pintu D.23 6.00 bh 35,875.00 215,250.00 - Pas. Engsel jendela D.23a 32.00 bh 33,450.00 1,070,400.00 - Pas. Grendel Jendela D.23c 0.00 bh 27,175.00 0.00 - Pas. Tarikan D.23f 6.00 bh 32,175.00 193,050.00

IV. Total 11,079,678.07V. PEKERJAAN RANGKA ATAP

1 Atap & Rangka Atap baja ringan 84.00 M2 260,000.00 21,840,000.00

V. Total 21,840,000.00VI. PEKERJAAN PLAFOND

1 Pek Plafond Triplek + Rangka F.1 100.00 116,004.60 11,600,460.002 Pek. List Plafond F.2 0.00 m' 31,436.40 0.00

VI. Total 11,600,460.00

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VII. PEKERJAAN LANTAI1 Beton Lantai Kerja 1: 3 : 5 C' 3.00 592,374.92 1,777,124.76

3 Pek. Lantai keramik 40x40 cm H.2 48.00 139,484.02 6,695,233.004 Pek. Lantai keramik 40x40 cm (Teras) H.3 12.00 125,946.58 1,511,358.97

VII. Total 9,983,716.73VIII. PEKERJAAN PENGECATAN

1 Pek. Plamur dinding I.1 186.76 15,447.08 2,884,851.07

2 Pek. Plamur Plafond I.1 100.00 15,447.08 1,544,708.40

3 Pek. Cat Dinding I.3 186.76 13,892.40 2,594,502.95

4 Pek. Cat Plafond I.3 100.00 13,892.40 1,389,240.00

5 Pek. Cat kayu I.2 162.45 25,520.40 4,145,805.82

6 Pek. Teer rangka atap I.5 0.00 3,243.60 0.00VIII. Total 12,559,108.24

IX. PEKERJAAN INSTALASI LISTRIK1 Pas. Box Sekring J.6 1.00 bh 313,140.00 313,140.002 Pas. Instalasi Titik lampu J 8.00 ttk 102,306.00 818,448.005 Pas. Stop Kontak J.1 4.00 bh 87,006.00 348,024.006 Pas. Saklar tunggal J.2 0.00 bh 94,860.00 0.007 Pas. Saklar Double J.3 4.00 bh 96,900.00 387,600.008 Pas. Lampu Pijar/XL J.4 0.00 ttk 30,600.00 0.009 Pas. Lampu downligth TL 2x18 watt 0 0.00 bh 112,000.00 0.0010 Pas. Lampu TL 1x18 watt J.5 14.00 bh 55,080.00 771,120.00

IX. Total 2,638,332.00X. PEKERJAAN LAIN-LAIN

1 Pas. Saluran Kel. Bangunan K.4 42.80 m' 91,971.45 3,936,378.182 Rabat Beton Kel. bangunan 1: 3 : 5 C' 3.16 592,374.92 1,873,089.50

3 Pas. Antirayap B. 6 48.00 25,350.00 1,216,800.00X. Total 7,026,267.68

.

Grand Total 133,340,524.51

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Taman Kanak-kanak Masitha desa Salugatta

ANALISA HARGA SATUAN BAHAN DAN UPAH

KODE JENIS PEKERJAAN

HARGA SATUAN HARGA ANALISA KOEF Satuan Item Pekerjaan

A.1 1M' PENGUKURAN DAN PEMASANGAN BOUWPLANKBahan

0.00800 Kayu 5/7 Klas III Rp 1,760,000.00 Rp 14,080.00 0.02000 Kg Paku Biasa 2" - 5" Rp 22,000.00 Rp 440.00

0.00700 Kayu Papan 3/20 Klas III Rp 1,760,000.00 Rp 12,320.00 Upah

0.10000 Org/hari Tukang Kayu Rp 80,000.00 Rp 8,000.00 0.10000 Org/hari Pekerja Rp 60,000.00 Rp 6,000.00 0.00700 Org/hari Kepala Tukang Rp 100,000.00 Rp 700.00 0.00500 Org/hari Mandor Rp 100,000.00 Rp 500.00

Alat bantu Rp - Total Rp 42,040.00

B.1 1 M3 PEK. GALIAN TANAH BIASA Sedalam 1 mUpah

0.70000 Org/hari Pekerja Rp 60,000.00 Rp 42,000.00 0.02000 Org/hari Mandor Rp 100,000.00 Rp 2,000.00


B. 2 1 M3 PEK. URUGAN TANAH KEMBALIUpah

0.25000 Org/hari Pekerja Rp 60,000.00 Rp 15,000.00 0.00833 Org/hari Mandor Rp 100,000.00 Rp 833.33


B.3 1 M3 PEK. TIMBUNAN MATERIAL URUG DIPADATKANBahan

1.20000 Material Urug Rp - Rp - Upah


Peralatan0.04000 Hari Alat pemadat Rp -


B. 4 1 M3 PEK. URUGAN PASIRBahan

1.20000 Pasir Urug Rp 113,712.00 Rp 136,454.40 Upah



B. 5 1 M3 PEK. URUGAN SIRTUBahan

1.20000 Sirtu Rp 113,712.00 Rp 136,454.40 Upah


Peralatan0.00000 Hari Alat pemadat Rp - Rp -


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B. 6 1 M2 PEK. ANTI RAYAPBahan

0.09000 Bahan Anti Rayap Rp 275,000.00 Rp 24,750.00 Upah

0.01000 Org/hari Pekerja Rp 60,000.00 Rp 600.00 Org/hari Mandor Rp 100,000.00 Rp -

Peralatan1.00000 ls Manual tool Rp - Rp -

Total Rp 25,350.00 C. 1 1 M3 PASANGAN BATU KOSONG/AANSTAMPING

Bahan1.20000 Batu Belah Rp 228,660.00 Rp 274,392.00

0.43200 Pasir Urug Rp 113,712.00 Rp 49,123.58 Upah

0.39000 Org/hari Tukang Batu Rp 80,000.00 Rp 31,200.00 0.03900 Org/hari Kepala Tukang Rp 100,000.00 Rp 3,900.00 0.78000 Org/hari Pekerja Rp 60,000.00 Rp 46,800.00 0.03900 Org/hari Mandor Rp 100,000.00 Rp 3,900.00


C. 2 1 M3 PASANGAN PONDASI BATU KALI/BELAH 1 : 5Bahan

1.10000 Batu Belah Rp 228,660.00 Rp 251,526.00 2.42000 Zak Semen PC Rp 70,200.00 Rp 169,884.00 0.54400 Pasir Pasang Rp 113,712.00 Rp 61,859.33

Upah0.75000 Org/hari Tukang Batu Rp 80,000.00 Rp 60,000.00 0.07500 Org/hari Kepala Tukang Rp 100,000.00 Rp 7,500.00 1.50000 Org/hari Pekerja Rp 60,000.00 Rp 90,000.00 0.07500 Org/hari Mandor Rp 100,000.00 Rp 7,500.00


C.3 1 M2 PASANGAN DINDING 1/2 BATA 1 : 5Bahan

70.00000 Bh Bata Rp 775.00 Rp 54,250.00 0.14360 Zak Semen PC Rp 70,200.00 Rp 10,080.72 0.04500 Pasir Pasang Rp 113,712.00 Rp 5,117.04



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C.4 1 M2 PASANGAN DINDING 1/2 BATA TRASRAM 1 : 3Bahan

70.00000 Bh Bata Rp 775.00 Rp 54,250.00 0.28740 Zak Semen PC Rp 70,200.00 Rp 20,175.48

0.04000 Pasir Pasang Rp 113,712.00 Rp 4,548.48 Upah

0.10000 Org/hari Tukang batu Rp 80,000.00 Rp 8,000.00 0.01000 Org/hari Kepala tukang Rp 100,000.00 Rp 1,000.00 0.30000 Org/hari Pekerja Rp 60,000.00 Rp 18,000.00 0.01500 Org/hari Mandor Rp 100,000.00 Rp 1,500.00


C.5 1 M2 PLESTERAN DINDING 1 : 5 (Tebal 20 mm)Bahan

0.08824 Zak Semen PC Rp 70,200.00 Rp 6,194.45 0.03500 m3 Pasir Pasang Rp 113,712.00 Rp 3,979.92



C.6 1 M2 PLESTERAN DINDING 1 : 2 (Tebal 20 mm)Bahan

0.27264 Zak Semen PC Rp 70,200.00 Rp 19,139.33 0.02700 m3 Pasir Pasang Rp 113,712.00 Rp 3,070.22



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C.9 1 M2 ACIANBahan

0.04500 Zak Semen PC Rp 70,200.00 Rp 3,159.00 Upah

0.10000 Org/hari Tukang Batu Rp 80,000.00 Rp 8,000.00 0.01000 Org/hari Kepala Tukang Rp 100,000.00 Rp 1,000.00 0.00000 Org/hari Pekerja Rp 60,000.00 Rp - 0.01000 Org/hari Mandor Rp 100,000.00 Rp 1,000.00


C' 1 M3 BETON 1 : 3 : 5 (lantai kerja) K 100Bahan

4.60000 Zak Semen Portland Rp 70,200.00 Rp 322,920.00 0.63786 Pasir beton Rp 113,712.00 Rp 72,532.01

0.76074 Batu Koral/Kerikil/batu pecah Rp 132,664.00 Rp 100,922.91 Upah

1.20000 Org/hari Pekerja Rp 60,000.00 Rp 72,000.00 0.20000 Org/hari Tukang batu Rp 80,000.00 Rp 16,000.00 0.02000 Org/hari Kepala Tukang Rp 100,000.00 Rp 2,000.00 0.06000 Org/hari Mandor Rp 100,000.00 Rp 6,000.00

Alat bantu Rp -

Total Rp 592,374.92 C'' 1 M3 BETON 1 : 2 : 3 (K 175)

Bahan6.24000 Zak Semen Portland Rp 70,200.00 Rp 438,048.00 0.54286 Pasir beton Rp 113,712.00 Rp 61,729.37

0.75481 Batu Koral/Kerikil/batu pecah Rp 132,664.00 Rp 100,136.75 Upah

1.65000 Org/hari Pekerja Rp 60,000.00 Rp 99,000.00 0.27500 Org/hari Tukang batu Rp 80,000.00 Rp 22,000.00 0.02800 Org/hari Kepala Tukang Rp 100,000.00 Rp 2,800.00 0.08300 Org/hari Mandor Rp 100,000.00 Rp 8,300.00

Peralatan0.07937 Molen Rp 350,000.00 Rp 27,777.78

Total Rp 759,791.90

10 kg PEKERJAAN PEMBESIAN DIA 12Bahan

0.98315 Btg Besi Polos/ulir dia 12 Rp 108,900.00 Rp 107,064.61 0.15000 Kg Kawat ikat Rp 22,000.00 Rp 3,300.00

Upah0.07000 Org/hari Pekerja Rp 60,000.00 Rp 4,200.00 0.07000 Org/hari Tukang besi Rp 80,000.00 Rp 5,600.00 0.00700 Org/hari Kepala Tukang Rp 100,000.00 Rp 700.00 0.00400 Org/hari Mandor Rp 100,000.00 Rp 400.00

Total Rp 121,264.61 Pembesian 1 btg dia 12 adalah Rp 123,343.43





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Bahan0.04500 Papan cor /bekisting Rp 1,760,000.00 Rp 79,200.00 0.30000 Kg Paku biasa Rp 22,000.00 Rp 6,600.00

Upah0.52000 Org/hari Pekerja Rp 60,000.00 Rp 31,200.00 0.26000 Org/hari Tukang kayu Rp 80,000.00 Rp 20,800.00 0.02600 Org/hari Kepala Tukang Rp 100,000.00 Rp 2,600.00 0.02600 Org/hari Mandor Rp 100,000.00 Rp 2,600.00

Total Rp 143,000.00 Papan cor/bekisting dipakai 2x (75%) Rp 107,250.00

Bahan0.04000 Papan cor /bekisting Rp 1,760,000.00 Rp 70,400.00 0.40000 Kg Paku biasa Rp 22,000.00 Rp 8,800.00 2.00000 btg Dolken Rp 10,000.00 Rp 20,000.00



Bahan0.04000 Papan cor /bekisting Rp 1,760,000.00 Rp 70,400.00 0.40000 Kg Paku biasa Rp 22,000.00 Rp 8,800.00 2.00000 btg Dolken Rp 10,000.00 Rp 20,000.00



1 M2 BEKISTING UNTUK SLOOF

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1 M2 BEKISTING UNTUK KOLOM

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1 M2 BEKISTING UNTUK BALOK

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Bahan0.04000 Papan cor /bekisting Rp 1,760,000.00 Rp 70,400.00 0.40000 Kg Paku biasa Rp 22,000.00 Rp 8,800.00 6.00000 btg Dolken Rp 10,000.00 Rp 60,000.00 0.35000 Lbr Playwood t= 9mm uk.1,2 x 2,4 m Rp 110,000.00 Rp 38,500.00



C.10

1.00000 Beton 1:2:3 Rp 759,791.90 Rp 759,791.90

13.33333 Bekisting papan Rp 107,250.00 Rp 1,430,000.00 11.11111 btg Pembesian beton dia 12 Rp 123,343.43 Rp 1,370,482.54 12.44444 btg Pembesian beton dia 8 Rp 59,226.51 Rp 737,041.07

Alat bantu Rp 85,946.31

Total Rp 4,383,261.82

C.11

1.00000 Beton 1:2:3 Rp 759,791.90 Rp 759,791.90

15.00000 Bekisting papan Rp 107,250.00 Rp 1,608,750.00 6.66667 btg Pembesian beton dia 12 Rp 123,343.43 Rp 822,289.52 9.80000 btg Pembesian beton dia 8 Rp 59,226.51 Rp 580,419.84

Alat bantu Rp 75,425.03 Rp 1,049,611.84

Total Rp 3,846,676.29

C.12

1.00000 Beton 1:2:3 Rp 759,791.90 Rp 759,791.90



Total Rp 3,214,879.56

C.13

1.00000 Beton 1:2:3 Rp 759,791.90 Rp 759,791.90



Total Rp 4,718,148.50

C.14

1.00000 Beton 1:2:3 Rp 759,791.90 Rp 759,791.90



Total Rp 6,303,568.87

1 M2 BEKISTING UNTUK LANTAI

M3

1 M3 COR BETON BERTULANG (UNTUK SLOOF 15/20)

M3

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1 M3 COR BETON BERTULANG (UNTUK SLOOF 20/25)

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1 M3 COR BETON BERTULANG (UNTUK KOLOM 30/30)

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C.15

1.00000 Beton 1:2:3 Rp 759,791.90 Rp 759,791.90



Total Rp 4,002,514.39

C.16

1.00000 Beton 1:2:3 Rp 759,791.90 Rp 759,791.90

27.77778 Bekisting papan Rp 128,850.00 Rp 3,579,166.67 23.14815 btg Pembesian beton dia 10 Rp 84,181.71 Rp 1,948,650.79 20.25463 btg Pembesian beton dia 8 Rp 59,226.51 Rp 1,199,611.11


Total Rp 7,636,964.88

C.17

1.00000 Beton 1:2:3 Rp 759,791.90 Rp 759,791.90

10.00000 Bekisting papan Rp 187,725.00 Rp 1,877,250.00 11.66667 btg Pembesian beton dia 10 Rp 84,181.71 Rp 982,120.00


Total Rp 3,691,545.14

D 1 M3 PEKERJAAN KUSEN PINTU DAN JENDELABahan

1.10000 Kayu Kls. II Rp 2,035,000.00 Rp 2,238,500.00 1.25000 Kg Paku 10 cm Rp 22,000.00 Rp 27,500.00 1.00000 Kg Lem kayu Rp 30,000.00 Rp 30,000.00

Upah18.00000 Org/hari Tukang kayu Rp 80,000.00 Rp 1,440,000.00 1.80000 Org/hari Kepala Tukang Rp - Rp - 6.00000 Org/hari Pekerja Rp 60,000.00 Rp 360,000.00 0.30000 Org/hari Mandor Rp - Rp -

Alat bantu Rp 81,920.00 Total Rp 4,177,920.00

D.1 1 UNIT PEK. KUSEN PINTU P1 (L=120 cm)

0.16824 Pek. Kusen pintu & jendela Rp 4,177,920.00 Rp 702,876.55

Total Rp 702,876.55



Total Rp 346,967.90

1 M3 COR BETON BERTULANG (UNTUK BALOK 12/20)

M3

M2

1 M3 COR BETON BERTULANG (UNTUK KOLOM PRAKTIS 12/12)

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M2

1 M3 COR BETON BERTULANG (UNTUK LANTAI, T = 10 CM)

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D.3 1 UNIT PEK. KUSEN PINTU P2b (L=90 cm)


Total Rp 336,907.47



Total Rp 208,812.44

D.5 1 UNIT PEK. KUSEN PINTU PJ1


Total Rp 687,677.28

D.6 1 UNIT PEK. KUSEN PINTU PJ2


Total Rp 855,721.57

D.7 1 UNIT PEK. KUSEN JENDELA J1


Total Rp 546,605.63



Total Rp 398,381.38



Total Rp 157,716.48



Total Rp 949,891.89

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D.11 1 UNIT PEK. KUSEN BV1


Total Rp 144,121.53



Total Rp 259,582.53



Total Rp 369,311.42

D.14 1 UNIT PEK. SOPI-SOPI


Total Rp 206,765.26

D'Bahan

0.04000 Kayu Kls. II Rp 2,035,000.00 Rp 81,400.00

Upah3.00000 Org/hari Tukang kayu Rp 80,000.00 Rp 240,000.00 0.30000 Org/hari Kepala Tukang Rp 100,000.00 Rp 30,000.00 1.00000 Org/hari Pekerja Rp 60,000.00 Rp 60,000.00 0.05000 Org/hari Mandor Rp 100,000.00 Rp 5,000.00

Alat bantu Rp 8,328.00 Total Rp 424,728.00

D''Bahan

0.02400 Kayu Kls. II Rp 2,035,000.00 Rp 48,840.00 Upah

2.40000 Org/hari Tukang kayu Rp 80,000.00 Rp 192,000.00 0.24000 Org/hari Kepala Tukang Rp 100,000.00 Rp 24,000.00 0.80000 Org/hari Pekerja Rp 60,000.00 Rp 48,000.00 0.04000 Org/hari Mandor Rp 100,000.00 Rp 4,000.00


D.15 1 UNIT PEK. DAUN PINTU P1 (L=120 cm)

2.40000 Pek.Daun Pintu Panil Rp 424,728.00 Rp 1,019,347.20

Total Rp 1,019,347.20 D.16 1 UNIT PEK. DAUN PINTU P2 (L=80 cm)

1.68000 Pek.Daun Pintu Panil Rp 424,728.00 Rp 713,543.04

Total Rp 713,543.04

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1 M 2 PEKERJAAN DAUN PINTU PANIL

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1 M 2 PEKERJAAN DAUN PINTU & JENDELA KACA

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D.17 1 UNIT PEK. DAUN PINTU P2b (L=90 cm)


Total Rp 802,735.92 D.18 1 UNIT PEK. DAUN PINTU P3 (L=90 cm)


Total Rp 802,735.92 D.19 1 UNIT PEK. DAUN PINTU Pj1 (L=90 cm)

1.89000 Pek.Daun Pintu Panil Rp 424,728.00 Rp 802,735.92 0.62640 M2 Pek. Jendela Bingkai Rp 323,176.80 Rp 202,437.95 1.01644 M2 Pek. Kaca 5 mm Rp 129,975.00 Rp 132,111.79

Total Rp 1,137,285.66 D.20 1 UNIT PEK. DAUN PINTU Pj2 (L=160 cm)

3.36000 Pek.Daun Pintu & Jendela Kaca Rp 323,176.80 Rp 1,085,874.05

Total Rp 1,085,874.05 D.21 1 UNIT PEK. DAUN JENDELA + KACA

0.62464 Pek.Daun Pintu & Jendela Kaca Rp 323,176.80 Rp 201,869.16 0.42300 M2 Pek. Jendela Kaca 5 mm Rp 129,975.00 Rp 54,979.43

Total Rp 256,848.58

D.21a 1 UNIT PEK. DAUN JENDELA + KACA

0.15600 Pek.Daun Pintu & Jendela Kaca Rp 323,176.80 Rp 50,415.58 0.28420 M2 Pek. Jendela Kaca 5 mm Rp 129,975.00 Rp 36,938.90

Total Rp 87,354.48

D.22 1 M2 PASANG KACA TEBAL 5 MMBahan

1.10000 Kaca bening 5 mm Rp 105,000.00 Rp 115,500.00 Upah

0.15000 Org/hari Tukang kayu Rp 80,000.00 Rp 12,000.00 0.01500 Org/hari Kepala tukang Rp 100,000.00 Rp 1,500.00 0.01500 Org/hari Pekerja Rp 60,000.00 Rp 900.00 0.00075 Org/hari Mandor Rp 100,000.00 Rp 75.00

Total Rp 129,975.00

D.23 1 BUAH PASANG ENGSEL PINTUBahan

1.00000 bh Engsel pintu Rp 18,700.00 Rp 18,700.00 Upah

0.01500 Org/hari Tukang kayu Rp 80,000.00 Rp 1,200.00 0.15000 Org/hari Kepala tukang Rp 100,000.00 Rp 15,000.00 0.01500 Org/hari Pekerja Rp 60,000.00 Rp 900.00 0.00075 Org/hari Mandor Rp 100,000.00 Rp 75.00

Total Rp 35,875.00

M2

M2

M2

M2

M2

M2

M2

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D.23a 1 BUAH PASANG ENGSEL JENDELA Bahan

1.00000 bh Engsel jendela Rp 22,000.00 Rp 22,000.00 Upah

0.01000 Org/hari Tukang kayu Rp 80,000.00 Rp 800.00 0.10000 Org/hari Kepala tukang Rp 100,000.00 Rp 10,000.00 0.01000 Org/hari Pekerja Rp 60,000.00 Rp 600.00 0.00050 Org/hari Mandor Rp 100,000.00 Rp 50.00

Total Rp 33,450.00 D.23b 1 BUAH PASANG KAIT ANGIN

Bahan1.00000 bh Kait angin Rp 15,000.00 Rp 15,000.00

Upah0.01500 Org/hari Tukang kayu Rp 80,000.00 Rp 1,200.00 0.15000 Org/hari Kepala tukang Rp 100,000.00 Rp 15,000.00 0.01500 Org/hari Pekerja Rp 60,000.00 Rp 900.00 0.00075 Org/hari Mandor Rp 100,000.00 Rp 75.00

Total Rp 32,175.00 D.23c 1 BUAH PASANG KUNCI SELOT

Bahan1.00000 bh Kunci selot Rp 10,000.00 Rp 10,000.00


Total Rp 27,175.00 D.23d 1 BUAH PASANG KUNCI TANAM 2X PUTAR

Bahan1.00000 bh Kunci Tanam 2 x putar Rp 88,000.00 Rp 88,000.00

Upah0.01000 Org/hari Tukang kayu Rp 80,000.00 Rp 800.00 0.50000 Org/hari Kepala tukang Rp 100,000.00 Rp 50,000.00 0.01000 Org/hari Pekerja Rp 60,000.00 Rp 600.00 0.00500 Org/hari Mandor Rp 100,000.00 Rp 500.00

Total Rp 139,900.00 D.23e 1 BUAH PASANG KUNCI TANAM 1x PUTAR

Bahan1.00000 bh Kunci Tanam 1 x putar Rp 38,000.00 Rp 38,000.00

Upah0.00500 Org/hari Tukang kayu Rp 80,000.00 Rp 400.00 0.50000 Org/hari Kepala tukang Rp 100,000.00 Rp 50,000.00 0.00500 Org/hari Pekerja Rp 60,000.00 Rp 300.00 0.00250 Org/hari Mandor Rp 100,000.00 Rp 250.00

Total Rp 88,950.00 D.23f 1 BUAH PASANG TARIKAN

Bahan1.00000 bh Tarikan Rp 15,000.00 Rp 15,000.00


Total Rp 32,175.00

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E.1 1 M3 PEK. KAYU UNTUK KUDA - KUDA / GORDING/IKATAN ANGINBahan

1.10000 Kayu Kls. II Rp 2,035,000.00 Rp 2,238,500.00 15.00000 kg Besi Strip/begel/mur baut Rp 40,000.00 Rp 600,000.00 5.60000 kg Paku Campur Rp 22,000.00 Rp 123,200.00


Alat bantu Rp 86,034.00 Rp 4,387,734.00

E.2 1 M2 PEK. KAYU UNTUK RANGKA ATAP ( KASO & RENG)Bahan

0.01200 Kayu Kls. II Rp 2,035,000.00 Rp 24,420.00 0.04500 kg Paku Campur Rp 22,000.00 Rp 990.00

Upah0.10000 Org/hari Tukang kayu Rp 80,000.00 Rp 8,000.00 0.01000 Org/hari Kepala Tukang Rp 100,000.00 Rp 1,000.00 0.10000 Org/hari Pekerja Rp 60,000.00 Rp 6,000.00 0.00500 Org/hari Mandor Rp 100,000.00 Rp 500.00

Alat bantu Rp 818.20 Total Rp 41,728.20

E.3 1 M' PEK. LISPLANK PAPAN ( 3 X 20 CM)Bahan

0.01300 Kayu Kls. II (Papan) Rp 2,035,000.00 Rp 26,455.00 0.05000 kg Paku Campur Rp 22,000.00 Rp 1,100.00



E.4 1 M2 ATAP SENG GELOMBANG BJCBahan

0.70000 Lbr Seng BJC .0,25 Rp 50,000.00 Rp 35,000.00 0.02000 Kg Paku seng Rp 27,000.00 Rp 540.00

Upah0.06000 Org/hari Tukang Rp 80,000.00 Rp 4,800.00 0.00600 Org/hari Kepala Tukang Rp 100,000.00 Rp 600.00 0.12000 Org/hari Pekerja Rp 60,000.00 Rp 7,200.00 0.00600 Org/hari Mandor Rp 100,000.00 Rp 600.00


E.5 1 M2 ATAP GENTENG METAL Bahan

1.62000 Lbr Genteng Metal Rp 50,000.00 Rp 81,000.00 0.20000 Kg Paku seng Rp 27,000.00 Rp 5,400.00



M3

M3

M3

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E.6 1 M2 ATAP GENTENG ZINCALUMBahan

1.02000 m2 Genteng Zincalum Rp 65,000.00 Rp 66,300.00 0.20000 Kg Paku seng Rp 27,000.00 Rp 5,400.00



E.4a 1 M' PEKERJAAN NOCK SENG POLOSBahan

0.30000 lbr Seng Plat Polos Rp 50,000.00 Rp 15,000.00 0.04000 Kg Paku seng Rp 27,000.00 Rp 1,080.00

Upah0.07000 Org/hari Tukang kayu Rp 80,000.00 Rp 5,600.00 0.00800 Org/hari Kepala Tukang Rp 100,000.00 Rp 800.00 0.01500 Org/hari Pekerja Rp 60,000.00 Rp 900.00 0.00600 Org/hari Mandor Rp 100,000.00 Rp 600.00


E.5a 1 M' PEKERJAAN NOCK GENTENG METALBahan

1.10000 Bh Nok Genteng Metal Rp 32,100.00 Rp 35,310.00 0.05000 kg Paku seng Rp 27,000.00 Rp 1,350.00

Upah0.15000 Org/hari Tukang Rp 80,000.00 Rp 12,000.00 0.01500 Org/hari Kepala Tukang Rp 100,000.00 Rp 1,500.00 0.25000 Org/hari Pekerja Rp 60,000.00 Rp 15,000.00 0.01300 Org/hari Mandor Rp 100,000.00 Rp 1,300.00

Total Rp 66,460.00 E.5b 1 M' PEKERJAAN NOCKTEPI GENTENG METAL

Bahan1.00000 Bh Nok Genteng Metal Rp 20,000.00 Rp 20,000.00 0.04500 kg Paku seng Rp 27,000.00 Rp 1,215.00


Total Rp 51,015.00 E.6a 1 M' PEKERJAAN NOCK ATAS

Bahan1.10000 Bh Nok Atas Rp 32,500.00 Rp 35,750.00 0.05000 kg Paku seng Rp 27,000.00 Rp 1,350.00


Total Rp 66,900.00

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E.6b 1 M' PEKERJAAN NOCKTEPI Bahan

1.00000 Bh Nok Tepi Rp 30,000.00 Rp 30,000.00 0.04500 kg Paku seng Rp 27,000.00 Rp 1,215.00


Total Rp 61,015.00 E.7 1 M2 ATAP GENTENG

Bahan25.00000 BH Genteng Rp 3,500.00 Rp 87,500.00

Upah0.07500 Org/hari Tukang Rp 80,000.00 Rp 6,000.00 0.00800 Org/hari Kepala Tukang Rp 100,000.00 Rp 800.00 0.15000 Org/hari Pekerja Rp 60,000.00 Rp 9,000.00 0.00800 Org/hari Mandor Rp 100,000.00 Rp 800.00


E.7a 1 M' PEKERJAAN BUBUNGAN GENTENGBahan

5.00000 Bh Genteng Bubung Rp 4,000.00 Rp 20,000.00 0.16000 zak Semen portland Rp 70,200.00 Rp 11,232.00 0.03200 m3 Pasir Rp 113,712.00 Rp 3,638.78


Alat bantuTotal Rp 64,670.78

E.8 1 M2 ATAP GENTENG BETONBahan

11.00000 bh Genteng Beton Rp 7,500.00 Rp 82,500.00 0.03000 kg Paku Rp 22,000.00

Upah 0.10000 Org/hari Tukang Rp 80,000.00 Rp 8,000.00 0.01000 Org/hari Kepala Tukang Rp 100,000.00 Rp 1,000.00 0.20000 Org/hari Pekerja Rp 60,000.00 Rp 12,000.00 0.01000 Org/hari Mandor Rp 100,000.00 Rp 1,000.00


E.8a 1 M' BUBUNGAN GENTENG BETONBahan

3.50000 Bh Genteng Bubung Rp 9,000.00 Rp 31,500.00 0.21600 zak Semen portland Rp 70,200.00 Rp 15,163.20 0.03200 m3 Pasir Rp 113,712.00 Rp 3,638.78 0.05000 kg paku Rp 22,000.00 Rp 1,100.00



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E.9 PEK. MEMASANG TALANG JURAIBahan

0.50000 lbr Seng Plat BJLS .030 Rp 50,000.00 Rp 25,000.00 0.01500 kg Paku Seng Rp 27,000.00 Rp 405.00 0.01900 m3 kayu Kls III Papan Rp 1,760,000.00 Rp 33,440.00 0.30000 kg Flincote / Meni besi Rp 35,000.00 Rp 10,500.00

Upah0.40000 Org/hari Tukang Kayu Rp 80,000.00 Rp 32,000.00 0.02500 Org/hari Kepala Tukang Rp 100,000.00 Rp 2,500.00 0.04000 Org/hari Pekerja Rp 60,000.00 Rp 2,400.00 0.00125 Org/hari Mandor Rp 100,000.00 Rp 125.00

Total Rp 106,370.00

F.1 1 M2 Pek. PLAPOND TRIPLEKS + RANGKA ( 60 X 120)Bahan

1.50000 kg Besi Siku Rp 20,000.00 Rp 30,000.00 0.39000 lbr Tripleks 4 mm Rp 74,000.00 Rp 28,860.00 0.06000 kg Paku Biasa Rp 22,000.00 Rp 1,320.00



F.2 1 M' LIST PROPIL PLAFOND Bahan

1.05000 m' List Profil Rp 22,000.00 Rp 23,100.00 0.01000 kg Paku Biasa Rp 22,000.00 Rp 220.00

Upah0.05000 Org/hari Tukang kayu Rp 80,000.00 Rp 4,000.00 0.00500 Org/hari Kepala Tukang Rp 100,000.00 Rp 500.00 0.05000 Org/hari Pekerja Rp 60,000.00 Rp 3,000.00


G.1 PEK. MEMASANG KLOSET JONGKOK Bahan

1.00000 bh Kloset Jongkok Rp 113,400.00 Rp 113,400.00 0.12000 Zak Semen PC Rp 70,200.00 Rp 8,424.00 0.01000 m3 Pasir Pasang Rp 113,712.00 Rp 1,137.12



G.2 PEK. MEMASANG WASHTAFELBahan

1.00000 bh Washtafel Rp 220,000.00 Rp 220,000.00 0.12000 set Perlengkapan Rp 246,400.00 Rp 29,568.00 0.12000 Zak Semen PC Rp 70,200.00 Rp 8,424.00 0.01000 m3 Pasir Pasang Rp 113,712.00 Rp 1,137.12



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G.3a 1 M' PEK. MEMASANG PIPA PVC D' 3/4"Bahan

1.20000 M' Pipa PVC AW 3/4" Rp 30,800.00 Rp 36,960.00 0.35000 ls Perlengkapan Rp 34,496.00 Rp 12,073.60

Upah0.06000 Org/hari Tukang Batu Rp 80,000.00 Rp 4,800.00 0.00600 Org/hari Kepala Tukang Rp 100,000.00 Rp 600.00 0.36000 Org/hari Pekerja Rp 60,000.00 Rp 21,600.00 0.00180 Org/hari Mandor Rp 100,000.00 Rp 180.00

Total Rp 76,213.60 G.3b 1 M' PEK. MEMASANG PIPA PVC D' 3"

Bahan1.20000 M' Pipa PVC AW 3" Rp 88,810.00 Rp 106,572.00 0.35000 ls Perlengkapan Rp 99,467.20 Rp 34,813.52

Upah0.13500 Org/hari Tukang Batu Rp 80,000.00 Rp 10,800.00 0.01350 Org/hari Kepala Tukang Rp 100,000.00 Rp 1,350.00 0.08100 Org/hari Pekerja Rp 60,000.00 Rp 4,860.00 0.00410 Org/hari Mandor Rp 100,000.00 Rp 410.00

Total Rp 158,805.52 G.3c PEK. MEMASANG PIPA PVC D' 4"


Upah0.13500 Org/hari Tukang Batu Rp 80,000.00 Rp 10,800.00 0.01350 Org/hari Kepala Tukang Rp 100,000.00 Rp 1,350.00 0.08100 Org/hari Pekerja Rp 60,000.00 Rp 4,860.00 0.00410 Org/hari Mandor Rp 100,000.00 Rp 410.00

Total Rp 240,570.64 G.3d PEK. MEMASANG PIPA PVC D' 1"


Upah0.06000 Org/hari Tukang Batu Rp 80,000.00 Rp 4,800.00 0.00600 Org/hari Kepala Tukang Rp 100,000.00 Rp 600.00 0.03600 Org/hari Pekerja Rp 60,000.00 Rp 2,160.00 0.00180 Org/hari Mandor Rp 100,000.00 Rp 180.00

Total Rp 77,788.00

G.4 PEK. MEMASANG KRAN AIRBahan

1.00000 M' Kran Air Rp 21,600.00 Rp 21,600.00 0.02500 bh Seal Tape Rp 5,000.00 Rp 125.00

Upah0.10000 Org/hari Tukang Batu Rp 80,000.00 Rp 8,000.00 0.01000 Org/hari Kepala Tukang Rp 100,000.00 Rp 1,000.00 0.01000 Org/hari Pekerja Rp 60,000.00 Rp 600.00 0.00500 Org/hari Mandor Rp 100,000.00 Rp 500.00

Total Rp 31,825.00

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G.5 PEK. MEMASANG FLOOR DRAINBahan

1.00000 bh Floor Drain Rp 25,000.00 Rp 25,000.00 Upah

0.10000 Org/hari Tukang Batu Rp 80,000.00 Rp 8,000.00 0.01000 Org/hari Kepala Tukang Rp 100,000.00 Rp 1,000.00 0.01000 Org/hari Pekerja Rp 60,000.00 Rp 600.00 0.00500 Org/hari Mandor Rp 100,000.00 Rp 500.00

Total Rp 35,100.00 G.6 PEK. MEMASANG 1 BH BAK FIBER kap. 0.3 M3

Bahan1.00000 bh Bak fiber kap.0,3 m3 Rp 385,000.00 Rp 385,000.00

18.00000 % Perlengkapan Rp 69,300.00 Rp 69,300.00 Upah

1.50000 Org/hari Tukang Batu Rp 80,000.00 Rp 120,000.00 0.54000 Org/hari Kepala Tukang Rp 100,000.00 Rp 54,000.00 1.50000 Org/hari Pekerja Rp 60,000.00 Rp 90,000.00

Total Rp 718,300.00

G.7 PEK. MEMASANG 1 BH BAK stanlistBahan

1.00000 bh Bak stanlist Rp 450,000.00 Rp 450,000.00 1.00000 set Waterdrain+assesoris Rp 67,500.00 Rp 67,500.00

Upah0.30000 Org/hari Tukang Batu Rp 80,000.00 Rp 24,000.00 0.03000 Org/hari Kepala Tukang Rp 100,000.00 Rp 3,000.00 0.03000 Org/hari Pekerja Rp 60,000.00 Rp 1,800.00 0.00200 Org/hari Mandor Rp -

Total Rp 546,300.00

G.8 PEK. MEMASANG TERALI BESI PENGAMANBahan

11.50000 btg Besi Strip 2 x 3 Rp 40,000.00 Rp 460,000.00 Upah

1.20000 Org/hari Tukang Rp 80,000.00 Rp 96,000.00 0.01200 Org/hari Kepala Tukang Rp 100,000.00 Rp 1,200.00 1.20000 Org/hari Pekerja Rp 60,000.00 Rp 72,000.00 0.00060 Org/hari Mandor Rp 100,000.00 Rp 60.00

Total Rp 629,260.00 H.1 1 M2 PAS. LANTAI KERAMIK 20 X 20 CM

Bahan1.00000 m2 Keramik 20 x 20 Rp 64,000.00 Rp 64,000.00 0.20800 zak Semen PC Rp 70,200.00 Rp 14,601.60 0.04500 m3 Pasir Pasang Rp 113,712.00 Rp 5,117.04 0.16000 kg semen warna Rp 65,200.00 Rp 10,432.00

Upah0.35000 Org/hari Tukang batu Rp 80,000.00 Rp 28,000.00 0.03500 Org/hari Kepala tukang Rp 100,000.00 Rp 3,500.00 0.06200 Org/hari Pekerja Rp 60,000.00 Rp 3,720.00 0.03000 Org/hari Mandor Rp 100,000.00 Rp 3,000.00


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H.2 1 M2 PAS. LANTAI KERAMIK 40 X 40 CM (polos)Bahan

1.00000 m2 Keramik 40x40 Rp 62,600.00 Rp 62,600.00 0.16000 zak Semen PC Rp 70,200.00 Rp 11,232.00 0.04500 m3 Pasir Pasang Rp 113,712.00 Rp 5,117.04



H.3 1 M2 PAS. LANTAI KERAMIK 40 X 40 CM (antislip)Bahan

1.00000 m2 Keramik 30x30 antislip Rp 65,600.00 Rp 65,600.00 0.20000 zak Semen PC Rp 70,200.00 Rp 14,040.00 0.04500 m3 Pasir Pasang Rp 113,712.00 Rp 5,117.04



H.4 1 M2 PAS. DINDING KERAMIK 20 X 20 CMBahan

1.00000 m2 Keramik 20 x 20 Rp 64,000.00 Rp 64,000.00 0.18600 zak Semen PC Rp 70,200.00 Rp 13,057.20 0.01800 m3 Pasir Pasangan Rp 113,712.00 Rp 2,046.82



I.1 1 M2 PEK. PLAMUR DINDING/PLAFONDBahan

0.04980 bks lem rajawali Rp 4,000.00 Rp 199.20 0.09960 kg calsium Rp 50,000.00 Rp 4,980.00 0.04980 kg semen putih Rp 25,000.00 Rp 1,245.00 0.03000 lbr kertas gosok

Upah0.08300 Org/hari Tukang Cat Rp 80,000.00 Rp 6,640.00 0.00630 Org/hari Kepala Tukang Rp 100,000.00 Rp 630.00 0.02000 Org/hari Pekerja Rp 60,000.00 Rp 1,200.00 0.00250 Org/hari Mandor Rp 100,000.00 Rp 250.00


C1022

Budhi Prayogo:

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I.2 1 M2 MENGECAT KAYU Bahan

0.20000 kg Cat Meni Rp 30,000.00 Rp 6,000.00 0.15000 kg Plamir Kayu Rp 35,000.00 Rp 5,250.00 0.21600 ltr Minyak cat0.16000 kg Cat Kayu Rp 50,000.00 Rp 8,000.00

Upah0.00900 Org/hari Tukang Rp 80,000.00 Rp 720.00 0.00600 Org/hari Kepala Tukang Rp 100,000.00 Rp 600.00 0.07000 Org/hari Pekerja Rp 60,000.00 Rp 4,200.00 0.00250 Org/hari Mandor Rp 100,000.00 Rp 250.00


I.3 1 M2 MENGECAT DINDING/PLAFONDBahan

0.26000 kg Cat Tembok Rp 25,000.00 Rp 6,500.00 Upah

0.06300 Org/hari Tukang Cat Rp 80,000.00 Rp 5,040.00 0.00630 Org/hari Kepala Tukang Rp 100,000.00 Rp 630.00 0.02000 Org/hari Pekerja Rp 60,000.00 Rp 1,200.00 0.00250 Org/hari Mandor Rp 100,000.00 Rp 250.00


I.4 1 M2 MENGECAT PERMUKAAN BESI/BAJA

Bahan0.30000 kg Cat Besi Rp 50,000.00 Rp 15,000.00

Upah0.06000 Org/hari Tukang Cat Rp 80,000.00 Rp 4,800.00 0.01200 Org/hari Kepala Tukang Rp 100,000.00 Rp 1,200.00 0.00600 Org/hari Pekerja Rp 60,000.00 Rp 360.00 0.00600 Org/hari Mandor Rp 100,000.00 Rp 600.00


I.5 1 M2 PEK. RESIDU/TEER RANGKA ATAP/KUDA-KUDA/GORDINGBahan

0.03000 ltr Teer/residu Rp 14,000.00 Rp 420.00 Upah

0.00600 Org/hari Tukang Rp 80,000.00 Rp 480.00 0.01200 Org/hari Kepala Tukang Rp 100,000.00 Rp 1,200.00 0.00800 Org/hari Pekerja Rp 60,000.00 Rp 480.00 0.00600 Org/hari Mandor Rp 100,000.00 Rp 600.00


J 1 TITIK PEK. INSTALASI LISTRIK

Bahan0.20000 roll Kabel NYA 2.5 mm Rp 350,000.00 Rp 70,000.00 5.00000 set Isolator, Sekrup dan pengikat Rp 3,500.00 Rp 17,500.00

Upah0.16000 Org/hari Tukang Rp 80,000.00 Rp 12,800.00


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J.1 1 BH PAS. STOP KONTAK

Bahan

2.00000 pipa PVC 3/8" Rp 3,000.00 Rp 6,000.00 0.08000 roll Kabel NYA 2,5 mm Rp 350,000.00 Rp 28,000.00 1.00000 bh Inbow dos Rp 5,000.00 Rp 5,000.00 1.00000 bh Stop Kontak Rp 14,300.00 Rp 14,300.00

Upah0.20000 Org/hari Pekerja Rp 60,000.00 Rp 12,000.00 0.25000 Org/hari Tukang Rp 80,000.00 Rp 20,000.00


J.2 1 BH PAS. SAKLAR TUNGGALBahan

2.00000 pipa PVC 3/8" Rp 3,000.00 Rp 6,000.00 0.08000 roll Kabel NYA 2,5 mm Rp 350,000.00 Rp 28,000.00 1.00000 bh Inbow dos Rp 5,000.00 Rp 5,000.00 1.00000 bh Saklar tunggal Rp 22,000.00 Rp 22,000.00



J.3 1 BH PAS. SAKLAR GANDABahan

2.00000 pipa PVC 3/8" Rp 3,000.00 Rp 6,000.00 0.08000 roll Kabel NYA 2,5 mm Rp 350,000.00 Rp 28,000.00 1.00000 bh Inbow dos Rp 5,000.00 Rp 5,000.00 1.00000 bh Saklar ganda Rp 24,000.00 Rp 24,000.00



J.4 1 TITIK PAS. LAMPU PIJAR

Bahan1.00000 bh Lampu pijar Rp 19,000.00 Rp 19,000.00 1.00000 bh Piting Rp 5,000.00 Rp 5,000.00

Upah0.10000 Org/hari Pekerja Rp 60,000.00 Rp 6,000.00


J.5 1 TITIK PAS. LAMPU TL 1x18

Bahan1.00000 bh Lampu TL 1x18 Rp 42,000.00 Rp 42,000.00

Upah0.20000 Org/hari Pekerja Rp 60,000.00 Rp 12,000.00


m1

m1

m1

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J.6 PEMASANGAN BOX SIKRING+ MCB

Bahan

3.00000 pipa PVC 3/8" Rp 3,000.00 Rp 9,000.00 0.20000 roll Kabel NYA 2,5 mm Rp 350,000.00 Rp 70,000.00 1.00000 bh Box sikring Rp 42,000.00 Rp 42,000.00 2.00000 bh MCB Rp 38,000.00 Rp 76,000.00



J.7 PEMASANGAN KABEL DAYA

Bahan0.40000 roll Kabel NYGBY Rp 3,000.00 Rp 1,200.00 1.00000 bh Klem Kabel Rp 35,000.00 Rp 35,000.00

Upah1.00000 Org/hari Tukang Rp 80,000.00 Rp 80,000.00


J.8 1 M' Pas. Kabel tofoor1.00000 Kabel 3x2,5mm Rp 475,000.00 Rp 475,000.00 0.20000 Upah pasang Rp 80,000.00 Rp 16,000.00

Total Rp 491,000.00 J.9 1 TITIK Pemasangan Grounding pentanahan

8.00000 Kabel 3x2,5mm Rp 4,750.00 Rp 38,000.00 1.00000 Pipa Galfanis dia 25mm Rp 16,500.00 Rp 16,500.00 1.00000 Alat bantu Rp 5,000.00 Rp 5,000.00 1.00000 Upah Rp 80,000.00 Rp 80,000.00

Total Rp 139,500.00 K.3 1 M' PASANG RANGKA BAJA

Bahan1.10000 kg Baja Siku 50.50.5 Rp 20,000.00 Rp 22,000.00 0.08000 kg Cat besi Rp 22,399.20 Rp 1,791.94 1.00000 ls Biaya Las Rp 80,000.00 Rp 80,000.00

Upah0.06000 Org/hari Tukang Besi Rp 80,000.00 Rp 4,800.00 0.00600 Org/hari Kepala Tukang Rp 100,000.00 Rp 600.00 0.00600 Org/hari Pekerja Rp 60,000.00 Rp 360.00 0.00030 Org/hari Mandor Rp 100,000.00 Rp 30.00

Total Rp 109,581.94 K.4 1 M' PAS. SALURAN KELILING BANGUNAN

0.16000 Galian tanah biasa Rp 44,000.00 Rp 7,040.00

0.04800 Urugan tanah kembali Rp 15,833.33 Rp 760.00

0.04000 Urugan pasir Rp 155,454.40 Rp 6,218.18

0.60000 Pas. Bata 1:5 Rp 93,147.76 Rp 55,888.66

0.60000 Pelesteran 1:5 +acian Rp 36,774.37 Rp 22,064.62

Total Rp 91,971.45 K.5 1 M' PAS. SALURAN LINGKUNGAN

0.50000 M3 Batu kali Rp 648,269.33 Rp 324,134.66 3.00000 m2 Plesteran Rp 22,000.00 Rp 66,000.00 0.25000 Org. Pekerja Rp 60,000.00 Rp 15,000.00 0.12500 Org. Tukang batu Rp 80,000.00 Rp 10,000.00 0.10000 Org. Kepala tukang batu Rp 100,000.00 Rp 10,000.00

Total Rp 425,134.66

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Taman Kanak-kanak Masitha desa Salugatta

DAFTAR HARGA UPAH

NO. ITEM SAT

1 2 3 4

1 Mandor org-hari 100,000 2 Kepala Tukang org-hari 100,000 3 Tukang Batu org-hari 80,000 4 Tukang Kayu org-hari 80,000 5 Tukang Besi / Tukang Pipa org-hari 80,000 6 Tukang Cat org-hari 80,000 7 Tukang Las org-hari 80,000 8 Tukang Listrik org-hari 80,000 9 Pekerja org-hari 60,000

DAFTAR HARGA BAHAN

NO. ITEM SAT

1 2 3 4 Rangka Atap & Atap M2 260,000

1 Batu kali/pecah 228,660 2 Bata merah bh 775 3 Batako bh 2,675 4 Paving Block Natural 6 Cm bh 2,250 5 Kerikil /koral bersih 132,664

6 Pasir pasang 113,712

7 Pasir beton 113,712

8 Pasir Urug 113,712

9 S i r t u 113,712

10 Tanah Timbunan 124,372 11 Semen PC Zak 70,200 12 Semen Putih zak 134,270 13 Semen Warna kg 65,200 14 Kaca Bening 3 mm 120,000

15 Kaca Bening 5 mm 105,000

16 Kayu kls I (Papan) 2,600,000

17 Kayu kls I (Balok) 2,600,000

18 Kayu kls II (Papan) 2,035,000

19 Kayu kls II (Balok) 2,035,000

20 Kayu kls III (Papan cor/bekisting) 1,760,000

21 Kayu kls III (Balok) 1,760,000 22 List Plafond m' 22,000 23 Kayu Dolken btg 10,000 24 Kawat beton kg 22,000 25 Besi beton Dia 12 Btg 108,900 26 Besi beton Dia 10 Btg 74,120 27 Besi beton Dia 8 Btg 52,800 28 Besi Strip kg 40,000 29 Besi Siku kg 20,000 30 Paku campur kg 22,000 31 Paku tripleks kg 27,500 32 Paku Seng kg 27,000 33 Seng Gelombang lbr 50,000 34 Seng Plat / Seng Bubungan lbr 25,000 35 Seng Plat Lembaran lbr 60,000 36 Genteng Metal 50,000 37 Nok Genteng Metal bh 32,100

HARGA SATUAN

HARGA SATUAN

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DAFTAR HARGA BAHAN

NO. ITEM SAT

1 2 3 4

HARGA SATUAN

38 Nok Tepi Genteng Metal m' 20,000 38 Genteng pelentong bh 3,500 39 Genteng bubung bh 4,000 40 Genteng beton bh 7,500 41 Genteng bubung beton bh 9,000 42 Genteng Zincalum m2 65,000 43 Nok Atas bh 32,500 44 Nok Tepi m' 30,000 45 Tripleks 3 mm ( 122 x 244 ) cm lbr 66,000 46 Tripleks 4 mm ( 122 x 244 ) cm lbr 74,000 47 Tripleks 6 mm ( 122 x 244 ) cm lbr 85,600 48 Multiplek 9 mm ( 122 x 244 ) cm lbr 110,000 49 Closet Jongkok bh 113,400 50 Washtafel bh 220,000 51 Bak fiber kap.0,3 m3 bh 385,000 52 Bak cuci piring (stanlist) bh 450,000 53 Keramik 40 x 40 cm (polos) m2 62,600 54 Keramik 40 x40 cm (anti slip) m2 65,600 55 Keramik Mozaik 20 x 20 cm m2 64,800 56 Keramik 20 x 20 cm m2 64,000 57 Keramik 10 x 20 cm m2 64,000 58 Plat Siku 50.50.5 m' 42,000 59 Plat Besi 2 mm lbr 660,000 60 Pipa PVC AW' 4 " m' 140,170 61 Pipa PVC AW' 3 " m' 88,810 62 Pipa PVC AW' 1 " m' 44,000 63 Pipa PVC AW' 3/4 " m' 30,800 64 Pipa PVC AW' 1/2 " m' 22,000 65 Kran Air bh 21,600 66 Floor Drain bh 25,000 67 Seal Tape / Isolasi Pipa bh 5,000 68 Kunci Pintu tanam 1 x putar psg 38,000 69 Kunci Pintu tanam 2 x putar psg 88,000 70 Kunci Selot Kecil psg 10,000 71 Engsel pintu bh 18,700 72 Engsel Jendela Kupu2 bh 22,000 73 Handle Pintu set 96,300 74 Grendel bh 16,500 75 Grendel tanam set 16,500 76 Huck Angin bh 15,000 77 Tarikan bh 15,000 78 Cat Meni Besi / Flincote kg 35,000 79 Cat Meni Kayu kg 30,000 80 Plamur Kayu kg 35,000 81 Plamur Tembok kg 20,000 82 Cat Tembok kg 25,000 83 Cat Kayu/Besi kg 50,000 84 Cat Seng kg 40,000 85 Minyak cat kg 12,000 86 Kuas ltr 8,500 87 Ampelas ( kertas gosok ) bh 3,500 88 Kabel NYM 3x2,5 mm m' 475,000 89 Kabel NYA 1x2,5 mm roll 350,000 90 Kabel NGBY m' 10,000 91 Pipa konduit PVC dia 5/8" m' 15,000 92 Te Doos PVC m' 5,000 93 Inbouwdoos PVC m' 5,000 94 Isolasi m' 7,500 95 Lampu TL 1 x 18 Watt bh 42,000 96 Lampu Pijar 25 watt bh 19,000

of 87

DAFTAR HARGA BAHAN

NO. ITEM SAT

1 2 3 4

HARGA SATUAN

97 Lampu TL 2 x 20 W (Down Light) bh 112,000 98 Sakelar Tunggal Putih (Broco) bh 22,000 99 Sakelar Ganda Putih (Broco) bh 24,000

100 Stop Kontak (biasa) Putih bh 14,300 101 Box Sekring - Sekring Cast (Biasa) bh 42,000 102 MCB bh 38,000 103 Panel box Utama bh 450,000 104 Isolator set set 3,500 105 pipa PVC 3/8" M' 3,000 106 Klem Kabel bks 3,500 107 Fitting bh 5,000 108 Bak Fiber Glass 500 Ltr bh 440,000 109 Pipa Galvanis 3" m' 650,000 110 Pipa Galvanis 2" m' 300,000 111 Pipa Galvanis 1,5" m' 200,000 112 Pipa Galvanis 1" m' 99,000 113 Pipa Galvanis 3/4" m' 90,000 114 Pipa Galvanis 1/2" m' 70,200 115 Elbow PVC 3/4" bh 2,500 116 Stop Kran bh 35,000 117 Pompa air unit 500,000 118 Gorong-gorong dia. 80 cm unit 220,000 119 Gorong-gorong dia. 100 cm unit 250,000 120 Paku Ulir bh 500 121 Lem Kayu kg 30,000


Taman Kanak-kanak Masitha Desa Salugatta0

Gedung Kantor & Ruang Adminitrasi


( Rp ) ( Rp )1 2 3 4.00 5 6 7

I. PEK. PERSIAPAN1. Pengukuran & Pasangan Bouwplank A.1 54.00 m' 42,040.00 2,270,160.00





4 Urugan material urug di bawah Lantai B.3 64.80 19,000.00 1,231,200.00

II. Total 6,014,955.10III. PEKERJAAN PONDASI , BETON DAN DINDING

1 Pas. Aanstamping C. 1 10.12 409,315.58 4,142,273.71


3 Beton Sloof 1:2:3 (S1 20/25) C.11 5.05 3,846,676.29 19,425,715.27

4 Beton Sloof 1:2:3 (S1 15/20) C.10 1.02 4,383,261.82 4,470,927.05

5 Beton Kolom 1:2:3 (K1 20/25) C.12 2.55 3,214,879.56 8,214,017.28

6 Beton Kolom Selasar 1:2:3 (K1 15/15) C.14 0.61 6,303,568.87 3,843,601.12


8 Beton Balok Konsol 1:2:3 C.15 0.87 4,002,514.39 3,479,786.01

9 Balok linetel diatas kusen (12/20) C.15 0.97 4,002,514.39 3,890,443.98

10 Beton Ring Balok 1:2:3 (12/25) C.15 3.52 4,002,514.39 14,088,850.64Beton Sofi-sofi 1:2:3 (12/15) C.15 0.36 M3 4,002,514.39 1,455,314.23Plat Beton 1:2:3 Tebal 10 Cm C.17 0.60 m3 3,691,545.14 2,214,927.08



13 Pekerjaan Acian C.9 644.53 13,159.00 8,481,349.22

III. Total 160,361,446.13IV. PEKERJAAN PINTU DAN JENDELA

1 Pek. Pas Kusen Pintu P2 D.2 3.00 Unit 346,967.90 1,040,903.702 Pek. Pas Kusen Pintu P3 D.4 5.00 Unit 208,812.44 1,044,062.213 Pek. Pas Kusen PJ1a D.5 2.00 Unit 687,677.28 1,375,354.554 Pek. Pas Kusen PJ1b D.5 1.00 Unit 687,677.28 687,677.285 Pek. Pas Kusen Jendela J3 D.9 5.00 Unit 157,716.48 788,582.406 Kusen Jalusi Atap (Lubang Angin) D.14 5.00 Unit 206,765.26 1,033,826.307 Pas. Bouven (BV1) D.11 6.00 Unit 144,121.53 864,729.17

Pas. Bouven (BV2) D.12 1.00 Unt 259,582.53 259,582.538 Pas. Daun pintu P2 (panil) D.16 3.00 Unit 713,543.04 2,140,629.129 Pas. Daun pintu P3 D.18 5.00 Unit 802,735.92 4,013,679.60

10 Pas. Daun pintu PJ1a +PJ1b (panil) D.19 3.00 Unit 1,137,285.66 3,411,856.9711 Pas. Daun Jendela D.21 10.00 Unit 256,848.58 2,568,485.8112 Pas. Kaca Mati D.22 4.32 129,975.00 560,868.12

Pek. Kunci & gantungan 0.00 - Pas. Kait Angin D.23b 26.00 bh 32,175.00 836,550.00 - Pas. Engsel Pintu D.23 33.00 bh 35,875.00 1,183,875.00 - Pas. Engsel jendela D.23a 26.00 bh 33,450.00 869,700.00 - Pas. Grendel Jendela D.23c 13.00 bh 27,175.00 353,275.00 - Pas. Tarikan D.23f 13.00 bh 32,175.00 418,275.00 - Pas. Kunci Tanam 1 Slag D.23e 5.00 bh 88,950.00 444,750.00 - Pas. Kunci Tanam 2 Slag D.23d 6.00 bh 139,900.00 839,400.00

IV. Total 24,736,062.76V. PEKERJAAN KUDA-KUDA DAN ATAP

1 Pek Kuda-kuda, Gording dan ikatan angin ( kayu kls II) E.1 3.56 4,387,734.00 15,628,266.062 Pek. List Plank Papan Kayu Klas II E.3 73.20 M' 53,096.10 3,886,634.523 Pek rangka atap ( kaso 5/7 & reng 3/5).4 Pek. Penutup Atap (Zincalum) E.6 272.76 95,166.00 25,957,478.165 Pek. Nok Atas E.6a 23.10 m' 66,900.00 1,545,390.006 Pek. Talang Jurai E.9 7.80 m' 106,370.00 829,686.00

VI. Total 47,847,454.74VI. PEKERJAAN PLAFOND

1 Pek Plafond Triplek + Rangka F.1 220.51 116,004.60 25,579,594.322 Pek. List Plafond F.2 316.60 m' 31,436.40 9,952,764.24

VII. Total 35,532,358.56

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( Rp ) ( Rp )1 2 3 4.00 5 6 7


2 Keramik Dinding KM/WC (20/25) H.4 64.77 130,380.50 8,444,092.84

3 Lantai keramik km/wc 20/20 H.1 21.00 135,018.05 2,835,379.11

4 Pek. Lantai keramik 30x30 cm H.2 131.77 139,484.02 18,379,112.005 Pek. Lantai keramik 30x30 cm (Teras) H.3 44.18 Rp 125,946.58 5,563,816.15

VI. Total 40,153,921.32VIII. PEKERJAAN PENGECATAN



3 Pek. Cat Dinding I.3 644.53 13,892.40 8,954,046.34

4 Pek. Cat Plafond I.3 220.51 13,892.40 3,063,343.66

5 Pek. Cat kayu (cat dasar, plamur & finishing) I.2 147.38 25,520.40 3,761,135.30

6 Pek. Teer Rangka Atap I.5 222.52 3,243.60 721,765.87VIII. Total 29,862,534.77

IX. PEKERJAAN INSTALASI LISTRIK1 Pas. Box Sekring J.6 1.00 bh 313,140.00 313,140.002 Pas. Instalasi Titik lampu J 14.00 ttk 102,306.00 1,432,284.003 Pas. Stop Kontak J.1 5.00 bh 87,006.00 435,030.004 Pas. Saklar tunggal J.2 2.00 bh 94,860.00 189,720.005 Pas. Saklar Double J.3 3.00 bh 96,900.00 290,700.006 Pas. Lampu Pijar/XL J.4 6.00 ttk 30,600.00 183,600.007 Pas. Lampu downligth TL 2x18 watt 0.00 bh 112,000.00 0.008 Pas. Lampu TL 1x18 watt J.5 8.00 bh 55,080.00 440,640.00


1 Pas. Saluran Kel. Bangunan K.4 65.56 m' 91,971.45 6,029,648.452 Rabat Beton Kel. bangunan 1: 3 : 5 C' 4.38 592,374.92 2,594,128.253 Pas. Pipa PVC 4" saluran Air Kotor G.3c 15.00 m' 240,570.64 3,608,559.604 Pas. Pipa PVC 3" saluran Air Kotor G.3b 15.00 m' 158,805.52 2,382,082.805 Pas. Pipa PVC 3/4" Saluran air bersih G.3a 14.50 m' 76,213.60 1,105,097.206 Pas. Kran air 3/4" G.4 6.00 ttk 31,825.00 190,950.007 Floor Drain G.5 5.00 bh 35,100.00 175,500.008 Pas. Bak Air G.6 5.00 bh 718,300.00 3,591,500.009 Pas. Klosed Jongkok G.1 5.00 bh 340,640.34 1,703,201.71

10 Pas. Wastafel G.2 1.00 bh 472,129.12 472,129.1211 Pek. Septictank + Rembesan K.1 0.00 bh 4,261,502.57 0.0012 Pas. Kitchen Zink 1 Lubang K.13 1.00 bh 1,140,378.00 1,140,378.0013 Pas. Antirayap B. 6 165.00 25,350.00 4,182,750.00

X. Total 27,175,925.13

. Grand Total 377,239,932.52

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Pekerjaan Perpustakaan


( Rp ) ( Rp )1 2 3 4 5 6 7

I. PEK. PERSIAPAN1. Pengukuran & Pasangan Bouwplank A.1 48.00 m' 42,040.00 2,017,920.00





4 Urugan material urug di bawah Lantai B.3 54.00 19,000.00 1,026,000.00

II. Total 4,605,064.45III. PEKERJAAN PONDASI , BETON DAN DINDING

1 Pas. Aanstamping C. 1 10.66 409,315.58 4,363,304.13


3 Beton Sloof 1:2:3 (S1 20/25) C.11 2.90 3,846,676.29 11,155,361.24

4 Beton Sloof 1:2:3 (S1 15/20) C.10 0.69 4,383,261.82 3,024,450.65

5 Beton Kolom 1:2:3 (K1 20/25) C.12 2.16 3,214,879.56 6,944,139.85








13 Pekerjaan Acian C.9 415.12 13,159.00 5,462,608.82III. Total 102,106,486.24

IV. PEKERJAAN PINTU DAN JENDELA1 Pek. Pas Kusen Pintu P1 D.1 1.00 Unit 702,876.55 702,876.552 Pek. Pas Kusen Pintu P2 D.2 3.00 Unit 346,967.90 1,040,903.703 Pek. Pas Kusen Jendela J3 D.9 6.00 Unit 157,716.48 946,298.884 Kusen Jalusi Atap (Lubang Angin) D.14 4.00 Unit 206,765.26 827,061.045 Pas. Bouven (BV3) D.13 1.00 Unit 369,311.42 369,311.426 Pas. Daun pintu P1 (panil) D.15 1.00 Unit 1,019,347.20 1,019,347.207 Pas. Daun pintu P2 (panil) D.16 3.00 Unit 713,543.04 2,140,629.128 Pas. Daun Jendela + Kaca D.21 12.00 Unit 256,848.58 3,082,182.989 Pas. Kaca Mati D.22 2.54 129,975.00 329,876.55

10 Pek. Kunci & gantungan 0.00 - Pas. Kait Angin D.23b 24.00 bh 32,175.00 772,200.00 - Pas. Engsel Pintu D.23 15.00 bh 35,875.00 538,125.00 - Pas. Engsel jendela D.23a 24.00 bh 33,450.00 802,800.00 - Pas. Grendel Jendela D.23c 12.00 bh 27,175.00 326,100.00 - Pas. Tarikan D.23f 12.00 bh 32,175.00 386,100.00 - Pas. Kunci Tanam 1 Slag bh 0.00 0.00 - Pas. Kunci Tanam 2 Slag D.23d 4.00 bh 139,900.00 559,600.00


1 Pek Kuda-kuda, Gording dan ikatan angin ( kayu kls II) E.1 2.888 4,387,734.00 12,671,705.592 Pek. List Plank Papan Kayu Klas II E.3 60.40 m' 53,096.10 3,207,004.443 Pek rangka atap ( kaso 5/7 & reng 3/5).4 Pek. Penutup Atap (Zincalum) E.6 226.20 95,166.00 21,526,549.205 Pek. Nok Atas E.6a 17.40 m' 66,900.00 1,164,060.006 Pek. Pas. Nok Tepi E.6b m' 61,015.00 0.00

VI. Total 38,569,319.23VI. PEKERJAAN PLAFOND


VII. Total 29,902,896.30

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( Rp ) ( Rp )1 2 3 4 5 6 7


2 Pek. Lantai keramik 30x30 cm H.2 105.000 139,484.02 14,645,822.183 Pek. Lantai keramik 30x30 cm (Teras) H.3 33.060 Rp 125,946.58 4,163,793.96

VI. Total 22,008,440.72VIII. PEKERJAAN PENGECATAN



3 Pek. Cat Dinding I.3 415.12 13,892.40 5,767,060.32

4 Pek. Cat Plafond I.3 189.70 13,892.40 2,635,388.28

5 Pek. Cat kayu I.2 108.70 25,520.40 2,774,002.66

6 Pek. Teer rangka atap I.5 226.20 3,243.60 733,702.32VIII. Total 21,252,911.45

IX. PEKERJAAN INSTALASI LISTRIK1 Pas. Box Sekring J.6 1.00 bh 313,140.00 313,140.002 Pas. Instalasi Titik lampu J 14.00 ttk 102,306.00 1,432,284.003 Pas. Stop Kontak J.1 5.00 bh 87,006.00 435,030.004 Pas. Saklar tunggal J.2 2.00 bh 94,860.00 189,720.005 Pas. Saklar Double J.3 3.00 bh 96,900.00 290,700.006 Pas. Lampu Pijar/XL J.4 6.00 ttk 30,600.00 183,600.007 Pas. Lampu downligth TL 2x18 watt bh 112,000.00 0.008 Pas. Lampu TL 1x18 watt J.5 8.00 bh 55,080.00 440,640.00


1 Pas. Saluran Kel. Bangunan K.4 56.11 m' 91,971.45 5,160,518.222 Rabat Beton Kel. bangunan 1: 3 : 5 C' 4.74 592,374.92 2,808,212.55

3 Pas. Antirayap B. 6 135.00 25,350.00 3,422,250.00X. Total 11,390,980.77

Grand Total 248,982,545.59

2,074,855

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Gedung Musholah

No Uraian Pekerjaan Analisa Volume SatHarga Satuan

( Rp )1 2 3 4.00 5 6

I. PEK. PERSIAPAN1. Pengukuran & Pasangan Bouwplank A.1 36.00 m' 42,040.00

I. TotalII. PEK. TANAH DAN URUGAN

1 Galian Tanah Pondasi B.1 65.68 44,000.00

2 Urugan Tanah Kembali (Ex galian) B. 2 20.11 15,833.33

3 Urugan Pasir Bawah Pondasi B. 4 6.57 155,454.40

4 Urugan material urug di bawah Lantai B.3 40.00 19,000.00

II. TotalIII. PEKERJAAN PONDASI , BETON DAN DINDING

1 Pas. Aanstamping C. 1 13.14 409,315.58

2 Pas. Pondasi Batu Belah 1:4 C. 2 25.86 648,269.33

3 Beton Sloof 1:2:3 (S1 20/25) C.11 1.49 3,846,676.29

4 Beton Sloof 1:2:3 (S1 15/20) C.10 1.57 4,383,261.82

5 Beton Kolom 1:2:3 (K1 20/25) C.12 1.49 3,214,879.56

6 Beton Kolom Selasar 1:2:3 (K1 15/15) C.14 0.67 6,303,568.877 Beton Kolom Praktis 1:2:3 (Kp 12/12) C.16 0.29 7,636,964.888 Beton Balok Konsol 1:2:3 (15/20) C.15 1.08 4,002,514.39

9 Balok linetel diatas kusen (12/20) C.16 0.50 7,636,964.88

10 Beton Ring Balok 1:2:3 (12/25) C.15 2.46 4,002,514.39

11 Pas. Dinding 1/2 bata 1:5 C.5 78.54 93,147.76

12 Plesteran Dinding C.6 167.59 36,774.37

13 Pekerjaan Acian C.9 167.59 13,159.00III. Total

IV. PEKERJAAN PINTU DAN JENDELA1 Pek. Pas Kusen PJ2 D.20 2.00 Unit 1,085,874.052 Pek. Pas Kusen Jendela J5 D.9 6.00 Unit 157,716.483 Pek. Pas Kusen Jendela J4 D.10 4.00 Unit 949,891.89

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( Rp )1 2 3 4.00 5 6

4 Pas. Daun pintu PJ2 +kaca D.20 2.00 Unit 1,085,874.055 Pas Jendela J4 D.21a 12.00 Unit 87,354.486 Pas. Kaca Mati D.22 3.24 129,975.007 Pek. Kunci & gantungan

- Pas. Kait Angin D.23b 24.00 bh 32,175.00 - Pas. Engsel Pintu D.23 12.00 bh 35,875.00 - Pas. Engsel jendela D.23a 24.00 bh 33,450.00 - Pas. Grendel Jendela D.23c 12.00 bh 27,175.00 - Pas. Tarikan D.23f 12.00 bh 32,175.00 - Pas. Grendel pintu (Spanyolet) ls 4.00 bh 50,000.00 - Pas. Kunci Tanam 2 Slag D.23d 2.00 bh 139,900.00

IV. TotalV. PEKERJAAN KUDA-KUDA DAN ATAP

1 Pek Kuda-kuda, Gording dan ikatan angin ( kayu kls II) E.1 4.24 4,387,734.00

2 Konsol Kayu E.1 0.00 4,387,734.003 Pek. List Plank Papan Kayu Klas II E.3 49.60 m' 53,096.104 Pek rangka atap ( kaso 5/7 & reng 3/5). E.2 5 Pek. Penutup Atap (Zincalum) E.6 198.78 95,166.006 Pek. Nok Atas E.6a 35.20 m' 66,900.007 Pek. Pas. Nok Tepi E.6b 0.00 m' 61,015.00

VI. TotalVI. PEKERJAAN PLAFOND

1 Pek Plafond Triplek + Rangka F.1 153.76 116,004.602 Pek. List Plafond F.2 158.65 m' 31,436.40

VII. TotalVII. PEKERJAAN LANTAI

1 Beton Lantai Kerja 1: 3 : 5 C' 4.00 592,374.92

2 Pek. Lantai keramik 30x30 cm H.2 48.62 139,484.02

3 Pek. Lantai keramik 30x30 cm (Teras) H.3 32.76 125,946.58

4 Lantai keramik km/wc 20/20 H.1 6.70 135,018.05

5 Keramik Dinding KM/WC (20/25) H.4 7.14 130,380.50VI. Total

VIII. PEKERJAAN PENGECATAN1 Pek. Plamur dinding I.1 78.54 15,447.08

2 Pek. Plamur Plafond I.1 153.76 15,447.08

3 Pek. Cat Dinding I.3 78.54 13,892.40

4 Pek. Cat Plafond I.3 153.76 13,892.40

5 Pek. Cat kayu I.2 128.19 25,520.40

6 Pek. Teer rangka atap I.5 198.78 3,243.60VIII. Total

IX. PEKERJAAN INSTALASI LISTRIK1 Pas. Box Sekring J.6 1.00 bh 313,140.002 Pas. Instalasi Titik lampu J 12.00 ttk 102,306.003 Pas. Stop Kontak J.1 2.00 bh 87,006.004 Pas. Saklar tunggal J.2 1.00 bh 94,860.005 Pas. Saklar Double J.3 2.00 bh 96,900.006 Pas. Lampu Pijar/XL J.4 6.00 ttk 30,600.007 Pas. Lampu downligth TL 2x18 watt bh 112,000.008 Pas. Lampu TL 1x18 watt J.5 6.00 bh 55,080.00

IX. TotalX. PEKERJAAN LAIN-LAIN

1 Pas. Saluran Kel. Bangunan K.4 48.92 m' 91,971.452 Rabat Beton Kel. bangunan 1: 3 : 5 C' 3.91 592,374.923 Pas. Pipa PVC 3" saluran Air Kotor G.3b 4.00 m' 158,805.524 Pas. Pipa PVC 3/4" Saluran air bersih G.3a 14.00 m' 76,213.605 Pas. Kran air 3/4" G.4 6.00 ttk 31,825.006 Sal. Pembuang air kotor 0.00 unit 0.007 Pas. Antirayap B. 6 121.00 25,350.00

X. Total

Grand Total

m2

m3

m3

m2

m2

m3

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

M3

m2

of 87



Jumlah Harga

( Rp )7

1,513,440.001,513,440.00

2,889,920.00

318,479.58

1,021,024.50

760,000.00

4,989,424.08

5,376,769.51

16,765,217.23

5,712,314.29

6,890,487.58

4,782,133.35

4,254,908.982,199,445.894,325,289.95

3,849,030.30

9,858,192.93

7,316,202.51

6,162,946.61

2,205,291.8679,698,230.98

2,171,748.10946,298.88

3,799,567.56

of 87

Jumlah Harga

( Rp )72,171,748.101,048,253.71

420,651.09

772,200.00430,500.00802,800.00326,100.00386,100.00200,000.00279,800.00

13,755,767.44

18,593,022.83

0.002,633,566.56

18,916,945.212,354,880.00

0.0042,498,414.60

17,836,867.304,987,384.86

22,824,252.16

2,369,499.68

6,782,061.80

4,125,852.55

904,620.95

930,916.7415,112,951.74

1,213,276.57

2,375,143.64

1,091,165.39

2,136,095.42

3,271,538.17

644,757.6210,731,976.80

313,140.001,227,672.00

174,012.0094,860.00

193,800.00183,600.00

0.00330,480.00

2,517,564.00

4,499,243.472,318,318.49

635,222.081,066,990.40

190,950.000.00

3,067,350.0011,778,074.44

205,420,096.24

of 87



Ruang KM/WC Siswa


( Rp )1 2 3 4.00 5 6










3 Beton Sloof 1:2:3 (S1 20/25) C.11 2.21 3,846,676.29

4 Beton Sloof 1:2:3 (S1 15/20) C.10 0.59 4,383,261.82

5 Beton Kolom 1:2:3 (K1 20/25) C.12 1.02 3,214,879.56

6 Beton Kolom 1:2:3 (K1 15/15) C.14 0.17 6,303,568.87

7 Beton Kolom Praktis 1:2:3 (Kp 12/12) C.16 0.98 7,636,964.88

8 Beton Balok Konsol 1:2:3 C.15 0.16 4,002,514.39



11 Pas. Dinding 1/2 bata 1PC : 5PP C.3 150.87 93,147.76

12 Plesteran Dinding 1PC : 5PP, tebal 20 mm C.5 236.65 36,774.37


IV. PEKERJAAN PINTU DAN JENDELA1 Pek. Pas Kusen Pintu P2/P2a D.3 4.00 Unit 336,907.472 Pek. Pas Kusen Pintu P3 D.4 5.00 Unit 208,812.44

Pas. Bouven (BV3) D.13 2.00 Unit 369,311.423 Pas. Bouven (BV2) D.12 2.00 Unit 259,582.534 Pas. Bouven (BV1) D.11 3.00 Unit 144,121.535 Pas. Daun pintu P2b (panil) D.17 4.00 Unit 802,735.926 Pas. Daun pintu P3 D.18 4.00 Unit 802,735.927 Pek. Kunci & gantungan

- Pas. Kunci Tanam 1 Slag D.23e 4.00 bh 88,950.00 - Pas. Kunci Tanam 2 Slag D.23d 4.00 bh 139,900.00


1 Pek Kuda-kuda, Gording dan ikatan angin ( kayu kls II) E.1 0.97 4,387,734.00

2 Kosol Kayu E.1 0.00 4,387,734.003 Pek. List Plank Papan Kayu Klas II E.3 41.68 m' 53,096.104 Pek rangka atap ( kaso 5/7 & reng 3/5). E.2 5 Pek. Penutup Atap (Zincalum) E.6 103.65 95,166.006 Pek. Nok Atas E.6a 8.20 m' 66,900.007 Pek. Pas. Nok Tepi E.6b 0.00 m' 61,015.00

V. TotalVI. PEKERJAAN PLAFOND


VI. TotalVII. PEKERJAAN LANTAI


2 Keramik Dinding KM/WC (20/25) H.4 69.00 130,380.50

3 Lantai keramik km/wc 20/20 H.1 42.00 135,018.05

4 Pek. Lantai keramik 30x30 cm H.2 13.05 139,484.02VII. Total



3 Pek. Cat Dinding I.3 236.65 13,892.40

4 Pek. Cat Plafond I.3 91.04 13,892.40

5 Pek. Cat kayu I.2 70.25 25,520.40


m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m2

m2

m3

m3

m2

m2

m3

m2

m2

m2

m2

m2

m2

m2

m2

m2

of 87

Ruang KM/WC Siswa


( Rp )1 2 3 4.00 5 6



1 Pas. Saluran Kel. Bangunan K.4 34.40 m' 91,971.452 Rabat Beton Kel. bangunan 1: 3 : 5 C' 2.79 592,374.923 Pas. Pipa PVC 4" saluran Air Kotor G.3c 34.00 m' 240,570.644 Pas. Pipa PVC 3" saluran Air Kotor G.3b 10.00 m' 158,805.525 Pas. Pipa PVC 3/4" Saluran air bersih G.3a 14.50 m' 76,213.606 Pas. Kran air 3/4" G.4 8.00 ttk 31,825.007 Floor Drain G.5 2.00 bh 35,100.008 Pas. Bak Air G.6 2.00 bh 718,300.009 Pas. Klosed Jongkok G.1 2.00 bh 340,640.34

10 Pas. Klosed Duduk - 2.00 Unit 2,100,000.0011 Pas. Wastafel G.2 4.00 bh 472,129.1212 Pek. Septictank + Rembesan K.1 1.00 bh 4,261,502.5713 Pas. Antirayap B. 6 42.00 25,350.00

X. Total

Grand Total

M3

m2

of 87



Jumlah Harga

( Rp )7

1,093,040.001,093,040.00

1,763,168.00

194,307.46

622,936.87

319,200.00

2,899,612.33

3,280,418.82

10,228,620.35

8,501,154.60

2,603,657.52

3,279,177.15

1,063,727.25

7,500,110.47

656,188.22

3,390,812.41

7,359,423.20

14,053,528.57

8,702,543.86

3,114,037.8773,733,400.29

1,347,629.881,044,062.21

738,622.83519,165.05432,364.58

3,210,943.683,210,943.68

0.00355,800.00559,600.00

11,419,131.91

4,238,551.04

0.002,213,045.45

9,863,765.57548,580.00

0.0016,863,942.06

10,561,058.785,620,828.32

16,181,887.10

995,189.87

8,996,254.25

5,670,758.22

1,820,266.4717,482,468.80

3,655,506.09

1,406,302.53

3,287,594.78

1,264,764.10

1,792,920.39

280,247.0411,687,334.92

of 87

Jumlah Harga

( Rp )7

313,140.001,432,284.00

0.00284,580.00193,800.00428,400.00

0.000.00

2,652,204.00

3,163,817.981,653,910.788,179,401.761,588,055.201,105,097.20

254,600.0070,200.00

1,436,600.00681,280.68

4,200,000.001,888,516.484,261,502.571,064,700.00

29,547,682.65

183,560,704.08

1,529,673



Rumah Jaga


( Rp ) ( Rp )1 2 3 4 5 6 7

I. PEK. PERSIAPAN1. Pemasangan Bowplank A.1 22.00 m' 42,040.00 924,880.00

I. Total 924,880.00II. PEK. TANAH DAN URUGAN

1 Galian Tanah Pondasi B.1 17.76 44,000.00 781,440.00






3 Beton Sloof 1:2:3 (S1 15/20) C.10 0.00 4,383,261.82 0.00

4 Beton Kolom 1:2:3 (K1 20/25) C.12 0.83 3,214,879.56 2,676,387.23

5 Beton Kolom 1:2:3 (K1 15/15) C.14 0.48 6,303,568.87 3,020,985.38


7 Beton Balok Konsol 1:2:3 C.15 0.10 4,002,514.39 413,059.48





12 Pekerjaan Acian C.9 0.00 13,159.00 0.00III. Total 31,410,192.96

IV. PEKERJAAN PINTU DAN JENDELA1 Pek. Pas Kusen Pintu P2 D.2 3.00 Unit 346,967.90 1,040,903.702 Pek. Pas Kusen Pintu P3 D.4 1.00 Unit 208,812.44 208,812.443 Pek. Pas Kusen Jendela J1 D.7 3.00 Unit 546,605.63 1,639,816.894 Pas. Bouven (BV1) D.11 1.00 Unit 144,121.53 144,121.535 Pas. Daun pintu P2 (panil) D.16 3.00 Unit 713,543.04 2,140,629.126 Pas. Daun pintu P3 D.18 1.00 Unit 802,735.92 802,735.927 Pas. Daun Jendela D.21 3.00 Unit 256,848.58 770,545.748 Pas. Kaca Mati D.22 1.62 129,975.00 210,325.559 Pek. Kunci & gantungan

- Pas. Kait Angin D.23b 6.00 bh 32,175.00 193,050.00 - Pas. Engsel Pintu D.23 12.00 bh 35,875.00 430,500.00 - Pas. Engsel jendela D.23a 6.00 bh 33,450.00 200,700.00 - Pas. Grendel Jendela D.23c 3.00 bh 27,175.00 81,525.00 - Pas. Tarikan D.23f 3.00 bh 32,175.00 96,525.00 - Pas. Kunci Tanam 1 Slag D.23e 1.00 bh 88,950.00 88,950.00 - Pas. Kunci Tanam 2 Slag D.23d 3.00 bh 139,900.00 419,700.00


1 Pek Kuda-kuda, Gording dan ikatan angin ( k E.1 0.58 4,387,734.00 2,551,969.282 Pek. List Plank Papan Kayu Klas II E.3 32.30 m' 53,096.10 1,715,004.033 Pek rangka atap ( kaso 5/7 & reng 3/5).4 Pek. Penutup Atap (Zincalum) E.6 65.20 95,166.00 6,204,823.205 Pek. Nok Atas E.6a 8.15 m' 66,900.00 545,235.00

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m2

m2

m2

m3

m2

Rumah Jaga


( Rp ) ( Rp )1 2 3 4 5 6 7

6 Pek. Pas. Nok Tepi E.6b 16.00 m' 61,015.00 976,240.00V. Total 11,993,271.51

VI. PEKERJAAN PLAFOND1 Pek Plafond Triplek + Rangka F.1 24.92 116,004.60 2,890,544.622 Pek. List Plafond F.2 54.40 m' 31,436.40 1,710,140.16

VI. Total 4,600,684.78VII. PEKERJAAN LANTAI

1 Beton Lantai Kerja 1: 3 : 5 C' 1.16 592,374.92 689,524.412 Pekerjaan acian lantai C.9 0.00 m2 13,159.00 0.003 Pek. Lantai keramik 30x30 cm H.2 24.45 139,484.02 3,409,965.86

4 Lantai keramik km/wc 20/20 H.1 1.05 135,018.05 142,174.01



2 Pek. Plamur Plafond I.1 24.92 15,447.08 384,902.72

3 Pek. Cat Dinding I.3 130.72 13,892.40 1,815,997.86

4 Pek. Cat Plafond I.3 24.92 13,892.40 346,163.88

5 Pek. Cat kayu I.2 38.44 25,520.40 980,932.72


IX. PEKERJAAN INSTALASI LISTRIK1 Pas. Box Sekring J.6 1.00 bh 313,140.00 313,140.002 Pas. Instalasi Titik lampu J 5.00 ttk 102,306.00 511,530.003 Pas. Stop Kontak J.1 3.00 bh 87,006.00 261,018.004 Pas. Saklar tunggal J.2 1.00 bh 94,860.00 94,860.005 Pas. Saklar Double J.3 2.00 bh 96,900.00 193,800.006 Pas. Lampu Pijar/XL J.4 5.00 ttk 30,600.00 153,000.007 Pas. Lampu TL 2x18 watt 0 0.00 bh 112,000.00 0.008 Pas. Lampu TL 1x18 watt J.5 0.00 bh 55,080.00 0.00


1 Pas. Saluran Kel. Bangunan K.4 26.50 m' 91,971.45 2,437,243.502 Rabat Beton Kel. bangunan 1: 3 : 5 C' 1.59 592,374.92 941,876.123 Pas. Pipa PVC 4" saluran Air Kotor G.3c 2.00 m' 240,570.64 481,141.284 Pas. Pipa PVC 3" saluran Air Kotor G.3b 2.00 m' 158,805.52 317,611.045 Pas. Pipa PVC 3/4" Saluran air bersih G.3a 1.00 m' 76,213.60 76,213.606 Pas. Kran air 3/4" G.4 1.00 ttk 31,825.00 31,825.007 Floor Drain G.5 1.00 bh 35,100.00 35,100.008 Pas. Bak Air G.6 1.00 bh 718,300.00 718,300.009 Pas. Klosed Jongkok G.1 1.00 bh 340,640.34 340,640.34

10 Pek. Septictank + Rembesan B. 6 0.50 unit 4,261,502.57 2,130,751.2911 Pas. Antirayap B. 6 26.38 25,350.00 668,606.25

X. Total 8,179,308.42

Grand Total 78,473,973.46

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m3

m2

m2

m2

m2

m2

m2

m2

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m3

m2

of 87


Taman Kanak-kanak Masitha Desa Salugatta

0Pekerjaan Pompa, Menara Air


( Rp ) ( Rp )1 2 3 4 5 6 7

I. PEK. PERSIAPAN1. Pemasangan Bowplank A. 7 8.00 m' 42,040.00 336,320.00

I. Total 336,320.00A PEK. MENARAII. PEK. TANAH / PONDASI


2 Urugan Kembali bekas Galian B. 2 0.17 15,833.33 2,638.89


4 Pasangan Batu Kosong C. 1 0.78 409,315.58 319,266.16II. Total 383,701.37

III. PEKERJAAN BETON + MENARA1 Beton Pondasi Setempat C.17 0.32 3,691,545.14 1,181,294.442 Pas. Rangka Baja Tangki Air L 50.50.5 K.3 60.00 m' 109,581.94 6,574,916.163 Pas. Plat Lantai Menara 2 mm K.27 1.80 m2 781,590.00 1,406,862.00

III. Total 9,163,072.60IV. PEKERJAAN PENGECATAN

1. Pek. Cat Besi Baja I.4 19.00 22,399.20 425,584.80IV. Total 425,584.80

V. PEKERJAAN INSTALASI LISTRIK1 Pas. Instalasi Listrik J 3.00 ttk 102,306.00 306,918.002 Pas. Grounding Pentanahan J.9 1.00 ttk 139,500.00 139,500.003 Pas. Saklar tunggal J.2 0.00 unit 94,860.00 0.004 Pas. Stop Kontak J.1 1.00 bh 87,006.00 87,006.005 Pas. Stop Kabel toofoor J.8 0.00 m' 139,500.00 0.00

V. Total 533,424.00VI. PEKERJAAN INSTALASI AIR

1 Tangki Air Fiber Glass 500 ltr K.17 2.00 unit 566,200.00 1,132,400.002 Kran Air 3/4" G.4 2.00 bh 31,825.00 63,650.003 Pompa Air 250 watt K.18 1.00 bh 660,000.00 660,000.004 Pas. Pipa PVC 3/4" G.3a 24.00 m' 76,213.60 1,829,126.405 Elbow PVC 3/4" K.21 5.00 bh 10,860.00 54,300.00

VI. Total 3,739,476.40B. PEK. SUMUR DAN POMPA AIR

1 Sumur Bor ls 1.00 ls 2,000,000.00 2,000,000.002 Plat Tutup Pompa Air K.27 0.00 bh 781,590.00 0.003 Gorong-gorong dia. 100 cm K.15 0.00 bh 616,692.06 0.004 Rabat Beton 1: 3 : 5 C' 0.00 592,374.92 0.005 Pek. Papan Tutup Sumur K.16 0.00 bh 924,376.58 0.006 Pompa Air 0.00 ls 500,000.00 0.00

B Total 2,000,000.00


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m2

m3

of 87



Pekerjaan Pintu Gerbang dan Pagar


( Rp ) ( Rp )1 2 3 4 5 6 7A PEKERJAAN PINTU GERBANG

I. PEK. PERSIAPAN1 Pemasangan Bowplank A.1 4.00 m' 42,040.00 168,160.00

I. Total 168,160.00

PEKERJAAN PINTU GERBANGII. PEK. TANAH / PONDASI




II. Total 118,275.74III. PEKERJAAN BETON / BAJA

1 Lantai Kerja beton 1:3 : 5 C' 0.06 592,374.92 35,542.50

2 Beton Bertulang Pondasi setempat 1:2:3 C.17 0.16 3,691,545.14 590,647.22

3 Beton Kolom 1:2:3 C.13 0.48 4,718,148.50 2,264,711.28

4 Beton balok 1:2:3 C.15 0.48 4,002,514.39 1,921,206.915 Pas. Dinding 1/2 bata 1PC : 5PP 4.00 93,147.76 372,591.046 Plesteran Dinding 1:5 C.5 20.00 36,774.37 735,487.36

7 Pek. Acian C.9 20.00 13,159.00 263,180.00III. Total 6,183,366.30

IV. PEKERJAAN KUDA-KUDA DAN ATAP1 Pek Kuda-kuda E.1 0.17 4,387,734.00 745,914.782 Pek. List Plank Papan E.3 11.20 m' 53,096.10 594,676.323 Pek rangka atap ( kaso & reng ). E.2 0.00 41,728.20 0.00

4 Pek. Penutup Atap (Zincalum) E.4 5.44 49,714.80 270,448.515 Pek. Bubungan E.4a 8.00 m' 24,459.60 195,676.80

IV. Total 1,806,716.41V. PEKERJAAN PENGECATAN

1 Pek. Plamur dinding I.1 20.00 15,447.08 308,941.682 Pek. Cat Tembok I.3 20.00 13,892.40 277,848.00

3 Pek. Cat Besi I.4 15.00 22,399.20 335,988.00

4 Pek. Cat List Plank Papan I.2 2.80 25,520.40 71,457.12V. Total 994,234.80

VI. PEKERJAAN LAIN-LAIN1 Pintu Besi Gerbang K. 12 3.50 M' 2,667,275.00 9,335,462.502 Pek Anti rayap Pondasi B. 6 8.00 m' 25,350.00 202,800.00

VI. Total 10,532,497.30Grand Total A 19,803,250.55

B PEKERJAAN PAGAR DEPAN 6 m'

I. PEK. TANAH / PONDASI1 Galian Tanah Pondasi B.1 3.84 44,000.00 168,960.00




I. Total 2,398,066.89II. PEKERJAAN BETON & DINDING

1 Beton Sloof 1:2:3 (S1 20/25) C.10 0.30 4,383,261.82 1,314,978.55

2 Beton Kolom Praktis 1:2:3 (Kp 12/12) C.16 0.07 7,636,964.88 571,855.93

3 Pas. Dinding Bata 1:5 C.3 12.00 93,147.76 1,117,773.12

4 Plesteran Dinding 1:5 C.5 24.00 36,774.37 882,584.83

5 Pek. Acian C.9 24.00 13,159.00 315,816.00II. Total 4,203,008.43

III. PEKERJAAN PENGECATAN1 Pek. Plamur dinding I.1 24.00 15,447.08 370,730.022 Pek. Cat Tembok I.3 24.00 13,892.40 333,417.60

III. Total 704,147.62Grand Total B 7,305,222.94

C. PEKERJAAN PAGAR KELILING a Pek. Pagar Kawat Duri K.9 311.00 m' 70,244.01 21,845,886.07

Grand Total C 21,845,886.07

Total 48,954,359.57

m3

m3

m3

m3

m3

m3

m2

m2

m2

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of 87



Site Development


( Rp ) ( Rp )

1 2 3 4 5 6 7

I. Selasar Penghubung Antar Bangunan S. 01 17.00 m' 455,431.12 7,742,329.09II. Entance ( Rabat beton ) 200 m2

1 Galian Tanah B.1 1.80 44,000.00 79,200.00

2 Urugan Pasir B. 4 10.00 155,454.40 1,554,544.00

3 Pas. Bata 1:5 C.3 15.00 93,147.76 1,397,216.40

4 Rabat beton 1 : 3 : 5 C' 10.00 592,374.92 5,923,749.21II. Total 8,954,709.61

III. Pembuatan Lapangan Upacara1 Gebalan Rumput TM 01 100.00 42,000.00 4,200,000.00

III. Total 4,200,000.00IV. Pembuatan Lapangan Olah Raga

1 Pas. Bata 1:5 C.3 24.00 93,147.76 2,235,546.24

2 Rabat beton 1 : 3 : 5 C' 25.65 592,374.92 15,194,416.733 Tiang dan Ring Basket BS 04 2.00 unit 1,883,649.91 3,767,299.814 Pengecatan I.4 5.00 22,399.20 111,996.00

IV. Total 21,309,258.78V. Saluran lingkungan K.5 6.00 m' 425,134.66 2,550,807.98

V. Total 2,550,807.98

VI. Saluran Air bersih1 Pas. Pipa PVC Dia. 3/4" K.6 0.00 m' 66,463.20 0.00

VI. Total 0.00

VII. Landscape1 Penanaman pohon pelindung TM 02 50.00 btg 100,000.00 5,000,000.002 Penanaman Pohon Hias 0.00 btg 46,000.00 0.003 Pembuatan Taman 0.00 LS 500,000.00 0.00

VII. Total 5,000,000.00VIII. Pekerjaan Papan Prasasti

1 Pasang Marmer prasasti LS 1.00 ls 1,500,000.00 1,500,000.00VIII. Total 1,500,000.00

IX PEKERJAAN TIANG BENDERA 2 UNIT 1 Pekerjaan Pipa Galpanis 3" J 301 6.00 m' 804,400.00 4,826,400.00 2 Pekerjaan Pipa Galpanis 2" J 201 6.00 m' 430,400.00 2,582,400.00 3 Galian Tanah Pondasi B.1 0.76 m3 44,000.00 33,440.00 4 Urugan Kembali bekas Galian B. 2 0.26 m3 15,833.33 4,116.675 Beton Pondasi Setempat C.17 0.04 3,691,545.14 147,661.81 6 Rabat Beton 1: 3 : 5 C' 0.02 m3 592,374.92 9,329.91 7 Pek. Cat Tiang Bendera I.4 4.30 m2 22,399.20 96,316.56

IX. Total 7,699,664.94 PEKERJAAN PAPAN NAMA SEKOLAH

X PEK. TANAH / PONDASI1 Galian tanah pondasi B.1 1.62 m3 44,000.00 71,280.00

2 Urugan Kembali bekas Galian B. 2 0.53 15,833.33 8,391.673 Urugan pasir bawah pondasi B. 4 0.18 m3 155,454.40 27,981.79

4 Pasangan Batu Kosong C. 1 0.54 409,315.58 221,030.425 Pas. Pondasi Batu Belah 1:4 C. 2 0.72 m3 648,269.33 466,753.92

X. Total 795,437.79XI PEKERJAAN BETON / DINDING

1 Beton Dinding 1 : 2 : 3 C.17 0.10 m3 3,691,545.14 354,388.33 2 Plesteran Ad 1:4 C.5 2.66 m2 36,774.37 97,819.82 3 Pengecatan tembok I.3 2.66 m2 13,892.40 36,953.78 4 Penulisan papan nama 1.00 ls 1,500,000.00 1,500,000.00

XI. Total 1,989,161.94PEKERJAAN RABAT DAN RELING RAMP1 Pek. Ramp Beton 1 : 3 : 5 C' 4.08 m3 592,374.92 2,416,889.682 Pek. Railing Ramp pipa galvanis Ls 31.00 m' 200,000.00 6,200,000.003 Pek. Handraling Grapbar stenlish 1.00 bh 500,000.00 500,000.00

9,116,889.68PEKERJAAN SEPTIC TANK DAN REMBESAN1 Septik tank dan Rembesan K.1 2.00 bh 4,261,502.57 8,523,005.14

XII. Total 8,523,005.14


m3

m3

m2

m2

m2

m2

m3

m2

m3

m3

m3

of 87



FURNITURE


( Rp ) ( Rp )1 2 3 4 5 6 7

I. GEDUNG KANTOR DAN ADMINISTRASI1 Meja Kerja Pimpinan M 06 1.00 bh 576,700.00 576,700.002 Kursi Kerja Pimpinan 1.00 bh 650,000.00 650,000.003 Kursi Hadap K 01 4.00 bh 143,100.00 572,400.004 Lemari Simpan L 01 1.00 bh 1,030,065.00 1,030,065.005 Lemari Kaca L 02 1.00 bh 1,260,316.00 1,260,316.006 Lemari Arsip L 03 1.00 bh 968,300.00 968,300.007 Lemari Loker L 16 1.00 bh 1,495,772.00 1,495,772.008 Kursi dan Meja Tamu - 1.00 Set 2,250,000.00 2,250,000.009 Meja Ketik M 12 1.00 bh 327,250.00 327,250.00

10 Meja Guru M 08 13.00 bh 245,662.00 3,193,606.0011 Kursi Guru K 05 13.00 bh 207,700.40 2,700,105.2012 Papan Jadwal P 07 1.00 bh 409,050.00 409,050.0013 Rak Gudang R 04 1.00 bh 621,064.00 621,064.0014 Papan Tulis Pultih P 01 2.00 bh 319,050.00 638,100.0015 Papan Statistik P 04 1.00 bh 409,050.00 409,050.0016 Standar Bendera U 04 0.00 bh 250,000.00 0.0017 Kotak Sampah KS 3.00 bh 198,550.00 595,650.00

I. Total 17,697,428.20II. GEDUNG TEORI / RUANG KELAS

1 Meja Siswa Tunggal M 01 96.00 bh 215,750.00 20,712,000.002 Meja Guru Stenga Biro M 07 3.00 bh 245,662.00 736,986.003 Kursi Siswa K 01 96.00 bh 143,100.00 13,737,600.004 Kursi Guru K 05 3.00 bh 207,700.40 623,101.205 Papan Tulis P 01 3.00 bh 319,050.00 957,150.006 Lemari Buku L 01 3.00 bh 1,030,065.00 3,090,195.007 Kotak Sampah KS 3.00 bh 198,550.00 595,650.00

II. Total 40,452,682.20III. GEDUNG PERPUSTAKAAN DAN MEDIA

1 Meja Baca Individu M 03 6.00 bh 331,218.70 1,987,312.202 Meja Baca Kelompol M 04 6.00 bh 613,762.00 3,682,572.003 Meja Guru Stenga Biro M 07 1.00 bh 434,200.00 434,200.004 Meja Sirkulasi M 10 1.00 bh 565,300.00 565,300.005 Meja Ketik M 12 1.00 bh 327,250.00 327,250.006 Kursi Siswa K 01 45.00 bh 143,100.00 6,439,500.007 Kursi Kerja K 05 2.00 bh 207,700.40 415,400.808 Lemari Buku L 01 3.00 bh 1,030,065.00 3,090,195.009 Lemari Katalog L 11 1.00 bh 3,040,084.63 3,040,084.63

10 Lemari Kardek L 12 1.00 bh 790,500.00 790,500.0011 Rak Tas / Barang R 01 3.00 bh 574,096.00 1,722,288.0012 Rak Buku I R 02 2.00 bh 536,652.00 1,073,304.0013 Rak Buku II R 03 1.00 bh 621,064.00 621,064.0014 Rak Gudang R 07 1.00 bh 397,350.00 397,350.0015 Rak Majalah R 06 1.00 bh 332,209.65 332,209.6516 Rak Atlas R 07 1.00 bh 397,350.00 397,350.0017 Rak Ensiklopedia R 08 1.00 bh 211,354.34 211,354.3418 Rak Koran R 09 1.00 bh 379,598.00 379,598.0019 Rak Dorong R 10 2.00 bh 536,652.00 1,073,304.0020 Papan Tulis Gantung P 08 1.00 bh 319,050.00 319,050.00

III. Total 27,299,186.62

of 87

PERENCANAAN PEMBANGUNAN

UNIT PENDIDIKAN ANAK USIA DINI (PAUD/TK)


Biaya Administrasi Komite

Uraian Pekerjaan Analisa Volume Sat.No. Harga Satuan

( Rp )1 2 3 4 5 6

I. HONOR KP-USB1 Ketua - 6.00 Bln 1,250,000.002 Sekretaris - 6.00 Bln 900,000.003 Bendahara - 6.00 Bln 900,000.004 Adm./Keuangan - 6.00 Bln 900,000.005 Kepala Pelaksana - 6.00 Bln 1,250,000.00

Jumlah Sub I

II. BIAYA RAPAT KP-USB 1 Transport anggota FKP ke lokasi 1 trip - 6.00 Ls 50,000.002 Komsumsi - 6.00 Bln 250,000.003 ATK, AMK, Dokumentasi, dll - - Bln 0.00

Jumlah Sub II

III. BIAYA DOKUMENTASI & PELAPORAN 1 Laporan Mingguan - 24.00 Mg 200,000.00

Buku laporan 3 rangkap, Dokumentasi, Surat menyurat, Telepon, ATK dll.

2 Laporan Bulanan - 6.00 Bln 750,000.00Buku laporan 3 rangkap, Dokumentasi,

3 Surat menyurat, Telepon, ATK dll. 1.00 ls 1,000,000.004 Biaya penggandaan Dok. Rincian Adm., Teknis & Biaya - Sewa komputer dan printer 1.00 Bln 1,000,000.00 - Rincian teknis (Gambar & RKS) 4.00 expl 250,000.00 - Rincian administrasi 4.00 expl 100,000.00 - Rincian Biaya (RAB) 4.00 expl 100,000.00

5 Biaya Penggandaan As built Drawing 4.00 expl 250,000.006 Biaya Penggandaan Manual Pemeliharaan 4.00 expl 100,000.007 Laporan Akhir - 4.00 expl 100,000.008 Biaya Pengiriman dokumen 1.00 ls 400,000.00

Jumlah Sub III

IV. BIAYA TRANSPORTASI KP-USB + SURVEY1 Transportasi KP-USB 6.00 Bln 200,000.002 Biaya Oprasional Survey - 6.00 Bln 150,000.00

Jumlah Sub IV

V. BIAYA ALAT TULIS KANTOR

1 Biaya Pengadaan Komputer - 1.00 Unit 5,000,000

2 Biaya Pengadaan Printer 1.00 Unit 1,000,000

2 Biaya Pengadaan Kamera - 1.00 Unit 1,150,000

Jumlah Sub V

Jumlah Total

of 87

PERENCANAAN PEMBANGUNAN

UNIT PENDIDIKAN ANAK USIA DINI (PAUD/TK)


Jumlah Harga( Rp )

7

7,500,000.005,400,000.005,400,000.005,400,000.007,500,000.00

31,200,000.00

300,000.001,500,000.00

0.00

1,800,000.00

4,800,000.00

4,500,000.00

1,000,000.00

1,000,000.001,000,000.00

400,000.00400,000.00

1,000,000.00400,000.00400,000.00400,000.00

15,300,000.00

1,200,000.00900,000.00

2,100,000.00

5,000,000.00

1,000,000.00

1,150,000.00

7,150,000.00

57,550,000.00



Gedung Lab Sain IPA


( Rp )1 2 3 4 5 6










3 Beton Sloof 1:2:3 (S1 20/25) C.11 2.85 3,846,676.29

4 Beton Sloof 1:2:3 (S1 15/20) C.10 0.63 4,383,261.82

5 Beton Kolom 1:2:3 (K1 20/25) C.12 2.04 3,214,879.56

6 Beton Kolom Selasar 1:2:3 (K1 15/15) C.14 0.34 6,303,568.87








IV. PEKERJAAN PINTU DAN JENDELA1 Pek. Pas Kusen Pintu P1 D.1 1.00 Unit 702,876.552 Pek. Pas Kusen Pintu P2 D.2 2.00 Unit 346,967.903 Pek. Pas Kusen Jendela J3 D.9 7.00 Unit 157,716.484 Pek. Pas Kusen Jendela J2 D.8 2.00 Unit 398,381.385 Kusen Jalusi Atap (Lubang Angin) D.14 4.00 Unit 206,765.266 Pas. Daun pintu P1 (panil) D.15 1.00 Unit 1,019,347.207 Pas. Daun pintu P2 (panil) D.16 2.00 Unit 713,543.048 Pas. Daun Jendela + Kaca D.21 18.00 Unit 256,848.589 Pas. Kaca Mati D.22 3.78 129,975.00

10 Pek. Kunci & gantungan - Pas. Kait Angin D.23b 36.00 bh 32,175.00 - Pas. Engsel Pintu D.23 12.00 bh 35,875.00 - Pas. Engsel jendela D.23a 36.00 bh 33,450.00 - Pas. Grendel Jendela D.23c 18.00 bh 27,175.00 - Pas. Tarikan D.23f 18.00 bh 32,175.00 - Pas. Kunci Tanam 1 Slag 0 bh 0.00 - Pas. Kunci Tanam 2 Slag D.23d 3.00 bh 139,900.00


1 Pek Kuda-kuda, Gording dan ikatan angin ( kayu kls II) E.1 2.85 4,387,734.002 Pek. List Plank Papan Kayu Klas II E.3 63.14 m' 53,096.103 Pek rangka atap ( kaso 5/7 & reng 3/5). E.2 4 Pek. Penutup Atap (Zincalum) E.6 246.56 95,166.005 Pek. Nok Atas E.6a 17.40 m' 66,900.006 Pek. Pas. Nok Tepi E.6b 28.34 m' 61,015.00




1 Beton Lantai Kerja 1: 3 : 5 C' 6.00 592,374.922 Lantai panggung kelas

- Urugan material urug di bawah Lantai B.3 0.80 19,000.00

- Pas. Bata 1:5 C.3 0.59 93,147.76

- Plesteran 1:5 C.5 0.59 36,774.37

3 Keramik Dinding (20/25) H.4 11.29 130,380.50

4 Pek. Lantai keramik 30x30 cm H.2 115.40 139,484.02

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m2

m2

M2

m3

m2

m2

m3

m3

m2

m2

m2

m2

Gedung Lab Sain IPA


( Rp )1 2 3 4 5 6

5 Pek. Lantai keramik 30x30 cm (Teras) H.3 33.06 125,946.58 VI. Total



3 Pek. Cat Dinding I.3 413.50 13,892.40

4 Pek. Cat Plafond I.3 200.69 13,892.40

5 Pek. Cat kayu I.2 133.88 25,520.40




1 Pas. Saluran Kel. Bangunan K.4 58.00 m' 91,971.452 Rabat Beton Kel. bangunan 1: 3 : 5 C' 4.85 592,374.923 Pas. Pipa PVC 1" saluran Air Kotor G.3b 10.00 m' 158,805.524 Pas. Pipa PVC 3/4" Saluran air bersih G.3a 14.50 m' 76,213.605 Pas. Kran air 3/4" G.4 5.00 ttk 31,825.006 Pas. Meja beton K.14 0.99 2,897,534.83

7 Pas. Antirayap B. 6 135.00 25,350.008 Pas. Kitchen Zink 1 Lubang K.13 4.00 Unit 1,140,378.009 Pek. Ramp Beton 1 : 3 : 5 C' 0.96 m3 592,374.92

10 Pek. Railing Ramp Ls 6.00 Ls 300,000.00X. Total

Grand Total

m2

m2

m2

m2

m2

m2

m2

M3

m3

m2



Jumlah Harga

( Rp )7

2,102,000.002,102,000.00

2,745,600.00

302,575.00

970,035.46

1,140,000.00

5,158,210.46

5,108,258.49

15,927,977.39

10,963,027.43

2,761,454.95

6,558,354.30

2,127,454.49

3,079,224.24

3,638,285.58

6,781,624.82

11,623,301.78

16,212,628.44

15,206,186.46

5,441,241.24105,429,019.59

702,876.55693,935.80

1,104,015.36796,762.77827,061.04

1,019,347.201,427,086.084,623,274.46

490,759.610.00

1,158,300.00430,500.00

1,204,200.00489,150.00579,150.00

0.00419,700.00

15,966,118.87

12,488,570.353,352,487.75

23,463,938.631,164,060.001,729,165.10

42,198,221.83

23,280,673.1610,039,214.3433,319,887.50

3,554,249.53

15,200.00

54,957.18

21,696.88

1,472,582.52

16,095,758.58

Jumlah Harga

( Rp )74,163,793.96

25,378,238.64

6,387,363.06

3,100,036.67

5,744,501.84

2,788,031.03

3,416,667.58

799,735.5322,236,335.70

313,140.001,432,284.00

435,030.00189,720.00290,700.00183,600.00

0.00440,640.00

3,285,114.00

5,334,344.262,874,203.121,588,055.201,105,097.20

159,125.002,868,559.48

3,422,250.004,561,512.00

568,679.921,800,000.00

24,281,826.18

279,354,972.77

2,327,958



Gedung Lab Bahasa


( Rp )1 2 3 4 5 6










3 Beton Sloof 1:2:3 (S1 20/25) C.11 2.55 3,846,676.29

4 Beton Sloof 1:2:3 (S1 15/20) C.10 4,383,261.82

5 Beton Kolom 1:2:3 (K1 20/25) C.12 2.40 3,214,879.56









IV. PEKERJAAN PINTU DAN JENDELA1 Pek. Pas Kusen Pintu P1 D.1 1.00 Unit 702,876.552 Pek. Pas Kusen Pintu P2 D.2 2.00 Unit 346,967.903 Pek. Pas Kusen Jendela J3 D.9 8.00 Unit 157,716.484 Pek. Pas Kusen Jendela J2 D.8 1.00 Unit 398,381.385 Kusen Jalusi Atap (Lubang Angin) D.14 4.00 Unit 206,765.266 Pas. Bouven (BV1) D.11 2.00 Unit 144,121.537 Pas. Daun pintu P1 (panil) D.15 1.00 Unit 1,019,347.208 Pas. Daun pintu P2 (panil) D.16 2.00 Unit 713,543.049 Pas. Daun Jendela + kaca D.21 20.00 Unit 256,848.58

10 Pas. Kaca Mati D.22 4.32 129,975.0011 Pek. Kunci & gantungan

- Pas. Kait Angin D.23b 40.00 bh 32,175.00 - Pas. Engsel Pintu D.23 12.00 bh 35,875.00 - Pas. Engsel jendela D.23a 40.00 bh 33,450.00 - Pas. Grendel Jendela D.23c 20.00 bh 27,175.00 - Pas. Tarikan D.23f 20.00 bh 32,175.00 - Pas. Kunci Tanam 1 Slag 0 bh 0.00 - Pas. Kunci Tanam 2 Slag D.23d 3.00 bh 139,900.00


1 Pek Kuda-kuda, Gording dan ikatan angin ( kayu kls II) E.1 4.50 4,387,734.002 Pek. List Plank Papan Kayu Klas II E.3 60.20 m' 53,096.103 Pek rangka atap ( kaso 5/7 & reng 3/5). E.2 4 Pek. Penutup Atap (Zincalum) E.6 259.68 95,166.005 Pek. Nok Atas E.6a 17.00 m' 66,900.00

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m2

m2

M2

m3

m2

Gedung Lab Bahasa


( Rp )1 2 3 4 5 6

6 Pek. Pas. Nok Tepi E.6b m' 61,015.00VI. Total

VI. PEKERJAAN PLAFOND1 Pek Plafond Triplek + Rangka F.1 210.54 116,004.602 Pek. List Plafond F.2 128.00 m' 31,436.40



2 Pek. Lantai keramik 30x30 cm H.2 119.00 139,484.023 Pek. Lantai keramik 30x30 cm (Teras) H.3 34.00 125,946.58

VI. TotalVIII. PEKERJAAN PENGECATAN

1 Pek. Plamur dinding I.1 386.76 15,447.08


3 Pek. Cat Dinding I.3 386.76 13,892.40

4 Pek. Cat Plafond I.3 210.54 13,892.40

5 Pek. Cat kayu I.2 119.35 25,520.40




1 Pas. Saluran Kel. Bangunan K.4 48.00 m' 91,971.452 Rabat Beton Kel. bangunan 1: 3 : 5 C' 18.30 592,374.92

3 Pas. Antirayap B. 6 119.00 25,350.004 Pek. Ramp Beton 1 : 3 : 5 C' 0.72 m3 592,374.925 Pek. Railing Ramp Ls 3.00 Ls 200,000.00

X. Total

Grand Total

m2

m3

m2

m2

m2

m2

m2

m2

m2

m2

M3

m2


Taman Kanak-kanak Masitha Desa Salugatta###

######

Jumlah Harga

( Rp )7

2,438,320.002,438,320.00

###

2,538,800.00

209,332.50

943,608.21

1,026,000.00###

4,717,740.71###

4,970,728.45

22,537,083.19

9,809,024.54

0.00

7,715,710.94

6,051,426.11

5,498,614.72

6,820,284.51

4,200,330.69

9,125,732.80

18,013,100.12

14,222,854.57

5,089,374.84114,054,265.48

###702,876.55693,935.80

1,261,731.84398,381.38827,061.04288,243.06

1,019,347.201,427,086.085,136,971.63

560,868.120.00

1,287,000.00430,500.00

1,338,000.00543,500.00643,500.00

0.00419,700.00

16,978,702.70###

19,759,282.523,196,385.22

###

24,712,706.881,137,300.00

######

Jumlah Harga

( Rp )7

0.0048,805,674.62

###

24,423,608.484,023,859.20

28,447,467.68###

3,625,334.52

16,598,598.48

4,282,183.7524,506,116.74

###

5,974,314.21

3,252,229.07

5,373,024.62

2,924,905.90

3,045,859.74

842,298.0521,412,631.58

###313,140.00

1,432,284.00870,060.00379,440.00193,800.00183,600.00

0.00440,640.00

3,812,964.00

4,414,629.7310,840,461.06

3,016,650.00426,509.94600,000.00

19,298,250.73

284,472,134.25

2,370,601



Gedung Lab Keterampilan


( Rp )1 2 3 4.00 5 6






4 Urugan material urug di bawah Lantai B.3 19,000.00




3 Beton Sloof 1:2:3 (S1 20/25) C.11 2.55 3,846,676.29

4 Beton Sloof 1:2:3 (S1 15/20) C.10 0.57 4,383,261.82

5 Beton Kolom 1:2:3 (K1 20/25) C.12 2.40 3,214,879.56









IV. PEKERJAAN PINTU DAN JENDELA1 Pek. Pas Kusen Pintu P1 D.1 2.00 Unit 702,876.552 Pek. Pas Kusen Pintu P2 D.2 2.00 Unit 346,967.903 Pek. Pas Kusen Jendela J3 D.9 7.00 Unit 157,716.484 Pek. Pas Kusen Jendela J2 D.8 1.00 Unit 398,381.385 Kusen Jalusi Atap (Lubang Angin) D.14 4.00 Unit 206,765.266 Pas. Bouven (BV1) D.11 2.00 Unit 144,121.537 Pas. Daun pintu P1 (panil) D.15 2.00 Unit 1,019,347.208 Pas. Daun pintu P2 (panil) D.16 2.00 Unit 713,543.049 Pas. Daun Jendela + kaca D.21 14.00 Unit 256,848.58

10 Pas. Kaca Mati D.22 4.32 129,975.0011 Pek. Kunci & gantungan

- Pas. Kait Angin D.23b 28.00 bh 32,175.00 - Pas. Engsel Pintu D.23 12.00 bh 35,875.00 - Pas. Engsel jendela D.23a 28.00 bh 33,450.00 - Pas. Grendel Jendela D.23c 14.00 bh 27,175.00 - Pas. Tarikan D.23f 4.00 bh 32,175.00 - Pas. Kunci Tanam 1 Slag 0 bh 0.00 - Pas. Kunci Tanam 2 Slag D.23d 4.00 bh 139,900.00


1 Pek Kuda-kuda, Gording dan ikatan angin ( kayu kls II) E.1 4.50 4,387,734.002 Pek. List Plank Papan Kayu Klas II E.3 60.20 m' 53,096.103 Pek rangka atap ( kaso 5/7 & reng 3/5).4 Pek. Penutup Atap (Zincalum) E.6 259.68 95,166.005 Pek. Nok Atas E.6a 41.68 m' 66,900.006 Pek. Pas. Nok Tepi E.6b m' 61,015.00





2 Pek. Lantai keramik 30x30 cm H.2 119.00 139,484.023 Pek. Lantai keramik 30x30 cm (Teras) H.3 34.00 Rp 125,946.58

VI. TotalVIII. PEKERJAAN PENGECATAN

1 Pek. Plamur dinding I.1 386.76 15,447.08

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m2

m2

M2

m3

m2

m2

m3

m2

m2

m2

Gedung Lab Keterampilan


( Rp )1 2 3 4.00 5 6


3 Pek. Cat Dinding I.3 386.76 13,892.40

4 Pek. Cat Plafond I.3 210.54 13,892.40

5 Pek. Cat kayu I.2 119.35 25,520.40






X. Total

Grand Total

m2

m2

m2

m2

m2

M3

m2



Jumlah Harga

( Rp )7

2,438,320.002,438,320.00

2,538,800.00

209,332.50

943,608.21

0.00

3,691,740.71

4,970,728.45

22,537,083.19

9,809,024.54

2,498,459.24

7,715,710.94

6,051,426.11

5,498,614.72

1,801,131.47

3,513,003.85

9,125,732.80

18,013,100.12

14,222,854.57

5,089,374.84110,846,244.84

1,405,753.10693,935.80

1,104,015.36398,381.38827,061.04288,243.06

2,038,694.401,427,086.083,595,880.14

560,868.120.00

900,900.00430,500.00936,600.00380,450.00128,700.00

0.00559,600.00

15,676,668.48

19,759,282.523,196,385.22

24,712,706.882,788,392.00

0.0050,456,766.62

24,423,608.484,023,859.20

28,447,467.68

3,625,334.52

16,598,598.48

4,282,183.7524,506,116.74

5,974,314.21

Jumlah Harga

( Rp )73,252,229.07

5,373,024.62

2,924,905.90

3,045,859.74

842,298.0521,412,631.58

313,140.001,432,284.00

435,030.00189,720.00290,700.00183,600.00

0.00440,640.00

3,285,114.00

4,856,092.7110,840,461.06

3,878,550.00426,509.94600,000.00

20,601,613.71

281,362,684.36

2,344,689



Gedung UKS, OSIS


( Rp )1 2 3 4 5 6










3 Beton Sloof 1:2:3 (S1 20/25) C.11 2.70 3,846,676.29

4 Beton Sloof 1:2:3 (K1 15/20) C.10 0.39 4,383,261.82

5 Beton Kolom 1:2:3 (K1 20/25) C.12 1.36 3,214,879.56









IV. PEKERJAAN PINTU DAN JENDELA1 Pek. Pas Kusen PJ1a D.5 3.00 Unit 687,677.282 Kusen Jalusi Atap (Lubang Angin) D.14 4.00 Unit 206,765.263 Pas. Bouven (BV3) D.13 3.00 Unit 369,311.424 Pas. Daun pintu PJ1a (panil) D.19 3.00 Unit 1,137,285.665 Pas. Daun Jendela + kaca D.21 3.00 Unit 256,848.586 Pas. Kaca Mati D.22 1.62 129,975.007 Pek. Kunci & gantungan

- Pas. Kait Angin D.23b 6.00 bh 32,175.00 - Pas. Engsel Pintu D.23 9.00 bh 35,875.00 - Pas. Engsel jendela D.23a 6.00 bh 33,450.00 - Pas. Grendel Jendela D.23c 3.00 bh 27,175.00 - Pas. Tarikan D.23f 3.00 bh 32,175.00 - Pas. Kunci Tanam 1 Slag bh - Pas. Kunci Tanam 2 Slag D.23d 3.00 bh 139,900.00


1 Pek Kuda-kuda, Gording dan ikatan angin ( kayu kls II) E.1 1.32 4,387,734.002 Pek. List Plank Papan Kayu Klas II E.3 51.10 m' 53,096.103 Pek rangka atap ( kaso 5/7 & reng 3/5).4 Pek. Penutup Atap (Zincalum) E.6 160.72 95,166.005 Pek. Nok Atas E.6a 11.20 m' 66,900.006 Pek. Pas. Nok Tepi E.6b 28.70 m' 61,015.00

V. TotalVI. PEKERJAAN PLAFOND


VI. TotalVII. PEKERJAAN LANTAI


2 Pek. Lantai keramik 30x30 cm H.2 67.12 139,484.023 Pek. Lantai keramik 30x30 cm anti slip (teras) H.3 18.40 125,946.58

VII. Total

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m2

m2

M2

m3

m2

m2

m3

m2

m2

Gedung UKS, OSIS


( Rp )1 2 3 4 5 6



3 Pek. Cat Dinding I.3 322.83 13,892.40

4 Pek. Cat Plafond I.3 125.65 13,892.40

5 Pek. Cat kayu I.2 79.10 25,520.40






X. Total

Grand Total

m2

m2

m2

m2

m2

m2

M3

m2



Jumlah Harga

( Rp )7

1,597,520.001,597,520.00

2,217,600.00

244,387.50

783,490.18

684,000.00

3,929,477.68

4,125,901.09

12,864,904.81

10,386,025.99

1,709,472.11

4,372,236.20

2,836,605.99

2,573,351.69

1,330,858.45

3,299,168.83

9,942,245.73

14,793,480.40

11,872,042.06

4,248,181.8284,354,475.16

2,063,031.83827,061.04

1,107,934.253,411,856.97

770,545.74210,325.55

193,050.00322,875.00200,700.00

81,525.0096,525.00

0.00419,700.00

9,705,130.38

5,785,350.142,713,210.71

15,295,079.52749,280.00

1,751,130.5026,294,050.87

14,576,268.004,190,472.12

18,766,740.12

2,132,549.72

9,361,818.77

2,317,417.0913,811,785.57

Jumlah Harga

( Rp )7

4,986,854.73

1,940,964.72

4,484,948.79

1,745,614.79

2,018,782.57

521,311.3915,698,476.99

313,140.001,023,060.00

522,036.000.00

387,600.00183,600.00

0.00440,640.00

2,870,076.00

4,230,686.832,196,526.21

2,053,350.00426,509.94600,000.00

9,507,072.98

186,534,805.74

2,302,899

of 87



Gedung Kantin dan Koperasi


( Rp ) ( Rp )1 2 3 4 5 6 7









3 Beton Sloof 1:2:3 (S1 20/25) C.11 1.30 3,846,676.29 5,000,679.18

4 Beton Sloof 1:2:3 (S1 15/20) C.10 0.27 4,383,261.82 1,183,480.69

5 Beton Kolom 1:2:3 (K1 20/25) C.12 0.68 3,214,879.56 2,186,118.10









IV. PEKERJAAN PINTU DAN JENDELA1 Pek. Pas Kusen Pintu P2 D.2 1.00 Unit 346,967.90 346,967.902 Pek. Pas Kusen PJ1 D.5 4.00 Unit 687,677.28 2,750,709.103 Kusen Jalusi Atap (Lubang Angin) D.14 4.00 Unit 206,765.26 827,061.044 Pas. Bouven (BV3) D.13 1.00 Unit 369,311.42 369,311.425 Pas. Daun pintu P2 (panil) D.16 1.00 Unit 713,543.04 713,543.046 Pas. Daun pintu PJ1 (panil) D.19 4.00 Unit 1,137,285.66 4,549,142.637 Pas. Daun Jendela + kaca D.21 4.00 Unit 256,848.58 1,027,394.338 Pas. Kaca Mati D.22 2.16 129,975.00 280,434.069 Pek. Kunci & gantungan

- Pas. Kait Angin D.23b 8.00 bh 32,175.00 257,400.00 - Pas. Engsel Pintu D.23 15.00 bh 35,875.00 538,125.00 - Pas. Engsel jendela D.23a 8.00 bh 33,450.00 267,600.00 - Pas. Grendel Jendela D.23c 4.00 bh 27,175.00 108,700.00 - Pas. Tarikan D.23f 4.00 bh 32,175.00 128,700.00 - Pas. Kunci Tanam 1 Slag 0 bh 0.00 0.00 - Pas. Kunci Tanam 2 Slag D.23d 5.00 bh 139,900.00 699,500.00


1 Pek Kuda-kuda, Gording dan ikatan angin ( kayu kls II) E.1 0.77 4,387,734.00 3,384,698.012 Pek. List Plank Papan Kayu Klas II E.3 41.45 m' 53,096.10 2,200,833.353 Pek rangka atap ( kaso 5/7 & reng 3/5).4 Pek. Penutup Atap (Zincalum) E.6 106.68 95,166.00 10,152,308.885 Pek. Nok Atas E.6a 11.20 m' 66,900.00 749,280.006 Pek. Pas. Nok Tepi E.6b 19.05 m' 61,015.00 1,162,335.75

V. Total 17,649,455.98

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m2

m2

M2

m3

m2

of 87

Gedung Kantin dan Koperasi


( Rp ) ( Rp )1 2 3 4 5 6 7

VI. PEKERJAAN PLAFOND1 Pek Plafond Triplek + Rangka F.1 93.85 116,004.60 10,887,611.732 Pek. List Plafond F.2 105.10 m' 31,436.40 3,303,965.64


1 Beton Lantai Kerja 1: 3 : 5 C' 2.52 592,374.92 1,492,784.80

2 Pek. Lantai keramik 30x30 cm H.2 35.48 139,484.02 4,949,241.77

3 Pek. Lantai keramik 30x30 cm anti slip (teras) H.3 24.77 125,946.58 3,120,011.67VII. Total 9,562,038.24

VIII. PEKERJAAN PENGECATAN1 Pek. Plamur dinding I.1 209.02 15,447.08 3,228,676.90


3 Pek. Cat Dinding I.3 209.02 13,892.40 2,903,724.15

4 Pek. Cat Plafond I.3 93.85 13,892.40 1,303,871.20

5 Pek. Cat kayu I.2 82.60 25,520.40 2,107,969.73


IX. PEKERJAAN INSTALASI LISTRIK1 Pas. Box Sekring J.6 1.00 bh 313,140.00 313,140.002 Pas. Instalasi Titik lampu J 8.00 ttk 102,306.00 818,448.003 Pas. Stop Kontak J.1 1.00 bh 87,006.00 87,006.004 Pas. Saklar tunggal J.2 4.00 bh 94,860.00 379,440.005 Pas. Saklar Double J.3 1.00 bh 96,900.00 96,900.006 Pas. Lampu Pijar/XL J.4 4.00 ttk 30,600.00 122,400.007 Pas. Lampu TL 2x18 watt 0 0.00 bh 112,000.00 0.008 Pas. Lampu TL 1x18 watt J.5 4.00 bh 55,080.00 220,320.00


1 Pas. Saluran Kel. Bangunan K.4 40.00 m' 91,971.45 3,678,858.112 Rabat Beton Kel. bangunan 1: 3 : 5 C' 3.11 592,374.92 1,841,101.253 Pas. Kitchen Zink 1 Lubang K.13 1.00 unit 1,140,378.00 1,140,378.004 Pas. Antirayap B. 6 51.00 25,350.00 1,292,850.005 Pek. Ramp Beton 1 : 3 : 5 C' 0.72 m3 592,374.92 426,509.946 Pek. Railing Ramp Ls 3.00 Ls 200,000.00 600,000.00

X. Total 8,979,697.31

Grand Total 139,763,833.36

2740467.32076656

m2

m3

m2

m2

m2

m2

m2

m2

m2

m2

m3

m2

67



Mes Guru


( Rp ) ( Rp )1 2 3 4.00 5 6 7









3 Beton Sloof 1:2:3 (S1 20/25) C.11 2.69 3,846,676.29 10,328,325.844 Beton Sloof 1:2:3 (S1 15/20) C.10 4,383,261.82 0.005 Beton Kolom 1:2:3 (K1 20/25) C.12 1.02 3,214,879.56 3,279,177.15




9 Balok linetel diatas kusen C.16 0.14 7,636,964.88 1,099,722.94





IV. PEKERJAAN PINTU DAN JENDELA1 Pek. Pas Kusen Pintu P2 D.2 5.00 Unit 346,967.90 1,734,839.502 Pek. Pas Kusen Pintu P3 D.4 5.00 Unit 208,812.44 1,044,062.213 Pek. Pas Kusen PJ1 D.5 5.00 Unit 687,677.28 3,438,386.384 Kusen Jalusi Atap (Lubang Angin) D.14 4.00 Unit 206,765.26 827,061.045 Pas. Daun pintu P2 (panil) D.16 5.00 Unit 713,543.04 3,567,715.206 Pas. Daun pintu P3 D.18 5.00 Unit 802,735.92 4,013,679.607 Pas. Daun pintu PJ1 (panil) D.19 5.00 Unit 1,137,285.66 5,686,428.288 Pas. Daun Jendela + kaca D.21 5.00 Unit 256,848.58 1,284,242.919 Pas. Kaca Mati D.22 2.70 129,975.00 350,542.58

10 Pek. Kunci & gantungan - Pas. Kait Angin D.23b 10.00 bh 32,175.00 321,750.00 - Pas. Engsel Pintu D.23 45.00 bh 35,875.00 1,614,375.00 - Pas. Engsel jendela D.23a 10.00 bh 33,450.00 334,500.00 - Pas. Grendel Jendela D.23c 5.00 bh 27,175.00 135,875.00 - Pas. Tarikan D.23f 5.00 bh 32,175.00 160,875.00 - Pas. Kunci Tanam 1 Slag D.23e 5.00 bh 88,950.00 444,750.00 - Pas. Kunci Tanam 2 Slag D.23d 10.00 bh 139,900.00 1,399,000.00


1 Pek Kuda-kuda, Gording dan ikatan angin ( kayu kls II) E.1 2.27 4,387,734.00 9,960,156.182 Pek. List Plank Papan Kayu Klas II E.3 43.84 m' 53,096.10 2,327,733.024 Pek rangka atap ( kaso 5/7 & reng 3/5).5 Pek. Penutup Atap (Zincalum) E.6 167.28 95,166.00 15,919,368.486 Pek. Nok Atas E.6a 17.00 m' 66,900.00 1,137,300.007 Pek. Pas. Nok Tepi E.6b 25.60 m' 61,015.00 1,561,984.00



m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m2

m2

M2

m3

m2

m2

68

Mes Guru


( Rp ) ( Rp )1 2 3 4.00 5 6 7


1 Beton Lantai Kerja 1: 3 : 5 C' 4.73 592,374.92 2,801,933.38

2 Keramik Dinding KM/WC (20/25) H.4 5.25 130,380.50 684,497.61

3 Lantai keramik km/wc 20/20 H.1 22.30 135,018.05 3,010,902.58

4 Pek. Lantai keramik 30x30 cm H.2 4.73 139,484.02 659,759.425 Pek. Lantai keramik 30x30 cm (Teras) H.3 63.00 125,946.58 7,934,634.59




3 Pek. Cat Dinding I.3 433.08 13,892.40 6,016,520.59

4 Pek. Cat Plafond I.3 153.00 13,892.40 2,125,537.20

5 Pek. Cat kayu I.2 80.11 25,520.40 2,044,490.28


IX. PEKERJAAN INSTALASI LISTRIK1 Pas. Box Sekring J.6 1.00 bh 313,140.00 313,140.002 Pas. Instalasi Titik lampu J 24.00 ttk 102,306.00 2,455,344.003 Pas. Stop Kontak J.1 6.00 bh 87,006.00 522,036.004 Pas. Saklar tunggal J.2 0.00 bh 94,860.00 0.005 Pas. Saklar Double J.3 10.00 bh 96,900.00 969,000.006 Pas. Lampu Pijar/XL J.4 19.00 ttk 30,600.00 581,400.007 Pas. Lampu downligth TL 2x18 watt 0 0.00 bh 112,000.00 0.008 Pas. Lampu TL 1x18 watt J.5 5.00 bh 55,080.00 275,400.00


1 Pas. Saluran Kel. Bangunan K.4 52.00 m' 91,971.45 4,782,515.552 Rabat Beton Kel. bangunan 1: 3 : 5 C' 4.80 592,374.92 2,843,399.623 Pas. Pipa PVC 4" saluran Air Kotor G.3c 33.00 m' 240,570.64 7,938,831.124 Pas. Pipa PVC 3" saluran Air Kotor G.3b 24.75 m' 158,805.52 3,930,436.625 Pas. Pipa PVC 3/4" Saluran air bersih G.3a 22.00 m' 76,213.60 1,676,699.206 Pas. Kran air 3/4" G.4 5.00 ttk 31,825.00 159,125.007 Floor Drain G.5 5.00 bh 35,100.00 175,500.008 Pas. Bak Air G.6 5.00 bh 718,300.00 3,591,500.009 Pas. Klosed Jongkok G.1 5.00 bh 340,640.34 1,703,201.71

10 Pas. Antirayap B. 6 19.00 25,350.00 481,650.00X. Total 27,282,858.82

Grand Total 253,081,782.68

m3

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m3

m2

69



Rumah Dinas


( Rp ) ( Rp )1 2 3 4 5 6 7









3 Beton Sloof 1:2:3 (S1 15/20) C.10 1.44 4,383,261.82 6,325,046.80

4 Beton Kolom 1:2:3 (K1 20/25) C.12 3,214,879.56 0.00

5 Beton Kolom 1:2:3 (K1 15/15) C.14 0.00 6,303,568.87 0.00


7 Beton Balok Konsol 1:2:3 C.15 0.10 4,002,514.39 413,059.48






IV. PEKERJAAN PINTU DAN JENDELA1 Pek. Pas Kusen Pintu P2 D.2 3.00 Unit 346,967.90 1,040,903.702 Pek. Pas Kusen Pintu P3 D.4 1.00 Unit 208,812.44 208,812.443 Pek. Pas Kusen PJ1 D.5 1.00 Unit 687,677.28 687,677.284 Pek. Pas Kusen Jendela J2 D.8 3.00 Unit 398,381.38 1,195,144.155 Pek. Pas Kusen Jendela J1 D.7 1.00 Unit 546,605.63 546,605.636 Pas. Bouven (BV1) D.11 1.00 Unit 144,121.53 144,121.537 Pas. Daun pintu P2 (panil) D.16 3.00 Unit 713,543.04 2,140,629.128 Pas. Daun pintu PJ1 (panil) D.19 1.00 Unit 1,137,285.66 1,137,285.669 Pas. Daun Jendela + kaca D.21 8.00 Unit 256,848.58 2,054,788.65

10 Pas. Kaca Mati D.22 0.54 129,975.00 70,108.52

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m2

m2

m2

70

Rumah Dinas


( Rp ) ( Rp )1 2 3 4 5 6 7

11 Pek. Kunci & gantungan - Pas. Kait Angin D.23b 16.00 bh 32,175.00 514,800.00 - Pas. Engsel Pintu D.23 12.00 bh 35,875.00 430,500.00 - Pas. Engsel jendela D.23a 16.00 bh 33,450.00 535,200.00 - Pas. Grendel Jendela D.23c 8.00 bh 27,175.00 217,400.00 - Pas. Tarikan D.23f 8.00 bh 32,175.00 257,400.00 - Pas. Kunci Tanam 1 Slag D.23e 1.00 0.00 88,950.00 88,950.00 - Pas. Kunci Tanam 2 Slag D.23d 3.00 0.00 139,900.00 419,700.00


1 Pek Kuda-kuda, Gording dan ikatan angin ( kayu kls II) E.1 0.77 4,387,734.00 3,374,272.752 Pek. List Plank Papan Kayu Klas II E.3 43.90 m' 53,096.10 2,330,918.793 Pek rangka atap ( kaso 5/7 & reng 3/5).4 Pek. Penutup Atap (Zincalum) E.6 102.00 95,166.00 9,706,932.005 Pek. Nok Atas E.6a 10.00 m' 66,900.00 669,000.006 Pek. Pas. Nok Tepi E.6b 20.40 m' 61,015.00 1,244,706.00




1 Beton Lantai Kerja 1: 3 : 5 C' 1.64 592,374.92 972,442.67

2 Keramik Dinding KM/WC (20/25) H.4 0.00 130,380.50 0.00

3 Lantai keramik km/wc 20/20 H.1 1.35 135,018.05 182,274.37

4 Pekerjaan acian lantai C.9 31.01 13,159.00 408,021.115 Pek. Lantai keramik 30x30 cm (Teras) H.3 0.00 125,946.58 0.00




3 Pek. Cat Dinding I.3 215.09 13,892.40 2,988,049.63

4 Pek. Cat Plafond I.3 37.54 13,892.40 521,479.02

5 Pek. Cat kayu I.2 66.62 25,520.40 1,700,250.71


IX. PEKERJAAN INSTALASI LISTRIK1 Pas. Box Sekring J.6 8.00 bh 313,140.00 2,505,120.002 Pas. Instalasi Titik lampu J 4.00 ttk 102,306.00 409,224.003 Pas. Stop Kontak J.1 1.00 bh 87,006.00 87,006.004 Pas. Saklar tunggal J.2 4.00 bh 94,860.00 379,440.005 Pas. Saklar Double J.3 4.00 bh 96,900.00 387,600.006 Pas. Lampu Pijar/XL J.4 4.00 ttk 30,600.00 122,400.007 Pas. Lampu downligth TL 2x18 watt 0 1.00 bh 112,000.00 112,000.008 Pas. Lampu TL 1x18 watt J.5 1.00 bh 55,080.00 55,080.00


1 Pas. Saluran Kel. Bangunan K.4 19.20 m' 91,971.45 1,765,851.892 Rabat Beton Kel. bangunan 1: 3 : 5 C' 1.98 592,374.92 1,172,902.343 Pas. Pipa PVC 4" saluran Air Kotor G.3c 8.00 m' 240,570.64 1,924,565.124 Pas. Pipa PVC 3" saluran Air Kotor G.3b 10.00 m' 158,805.52 1,588,055.205 Pas. Pipa PVC 3/4" Saluran air bersih G.3a 11.00 m' 76,213.60 838,349.606 Pas. Kran air 3/4" G.4 2.00 ttk 31,825.00 63,650.007 Floor Drain G.5 1.00 bh 35,100.00 35,100.008 Pas. Bak Air G.6 1.00 bh 718,300.00 718,300.009 Pas. Kitchen Zink 1 Lubang K.13 1.00 bh 1,140,378.00 1,140,378.00

10 Pas. Klosed Jongkok G.1 1.00 bh 340,640.34 340,640.3411 Pek. Septictank + Rembesan K.1 1.00 unit 4,261,502.57 4,261,502.5712 Pas. Antirayap B. 6 41.04 25,350.00 1,040,364.00

X. Total 14,889,659.07

Grand Total 124,615,555.59

m3

m2

m2

m3

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m3

m2

Harga satuan 2015 Matengtopoyo tobadak karossa budong2 pangale

Batu gunung m3 247200 247200 247200 247200 247200Batu Kali m3 228660 228660 251526 228660 276678Kerikil Sungai m3 115360 126896 126896 132664 107824Batu Pecah 7-10 cm m3 301790 331969 331969 347058 271611Batu Pecah 5-7 cm m3 301790 331969 331969 347058 271611Batu Pecah 3-5 cm m3 316210 347831 347831 363641 284589Batu Pecah 2-3 cm m3 316210 347831 347831 363641 400005Batu Pecah 1-2 cm m3 330630 363693 363693 380224 2297567Batu Pecah 0.5-1 cm m3 345050 379555 379555 396807 310545Agregat base m3 345050 379555 379555 396807 310545pasir m3 98880 108768 108768 113712 88992sirtu m3 98880 108768 108768 113712 88992Tanah timbunan piliham3 111034 122137 122137 127689 140458Tanah timbunan biasa m3 108150 122137 122137 124372 136809

DAFTAR HARGA SATUAN BAHAN BANGUNAN

NO. U R A I A N SATUANHARGA SATUAN ( RP. ) / KECAMATAN

KETTOPOYO TOBADAK KAROSSA BUDONG2 PANGALE

1 2 3 4 8 9 10 11 12

I. BAHAN DASAR :

1 Semen ( PC ) :

Tonasa 50 Kg Zak 71,500 70,200 79,000 80,400 79,000

Tiga Roda 40 Kg Zak 60,500 57,800 60,000 67,200 60,000

Tonasa 40 Kg Zak 59,400 59,850 62,400 68,400 62,400

Bosowa 40 Kg Zak 57,200 56,700 60,000 67,200 60,000

Semen Putih Tiga Roda (50 Kg) Zak 133,750 134,270 150,000 155,000 150,000 20

Skim Coot 20 Kg Zak 71,500 65,200 71,500 71,500 71,500

2 Batu Merah Buah 775 650 675 675 675

3 Paving Block Buah 2,140 2,250 2,250 2,250 2,250

4 Bataco Buah 2,675 2,650 2,600 2,650 2,600

II. BAHAN JALAN

1 Aspal AC Ton 1,279,800 1,285,000 1,279,800 1,279,800 1,279,800

Adektif (Campuran Aspal) Ltr 81,000 81,000 81,000 81,000 81,000

2 Aspal Emulsi Kg. 16,740 23,436 25,110 29,295 29,295

3 Wetfiks BE Kg. 118,800 118,800 118,800 118,800 118,800

4 Minyak Tanah Ltr 11,880 12,000 11,880 12,000 12,000

5 Solar Ltr 11,340 11,340 11,340 11,340 11,340

6 Pelumas / Oli Ltr 28,080 28,080 28,080 28,080 28,080

III. BAHAN KAYU

1 Kayu Klas I ( Bayam / Ulin )

- Sawang-sawang 2,700,000 2,700,000 2,700,000 2,700,000 2,700,000

- Uruh 2,700,000 2,700,000 2,700,000 2,700,000 2,700,000

144

M3

M3

1 2 3 4 8 9 10 11 12

- Saponi 2,700,000 2,700,000

- Palapi 2,700,000 2,720,000 2,700,000 2,700,000 2,700,000 2100000

- Bradak 2,700,000 2,720,000 2,700,000 2,700,000 2,700,000 168000

3 Kayu Klas II : 2268000

- Nato 2,996,000 3,205,688 3,262,940 2,235,600 3,299,600

- Balado 2,996,000 3,205,688 3,262,940 2,235,600 3,299,600 2100000

- Tapi-tapi / Batabg 2,160,000 2,224,800 2,160,000 2,235,600 2,268,000 420000

- Bunga-bunga / Batabg 2,160,000 2,224,800 2,160,000 2,235,600 2,268,000 2520000

- Jambu-jambu / Batabg 2,160,000 2,224,800 2,160,000 2,235,600 2,268,000

4 Kayu Kelas III

- Nato 2,415,000 2,370,000 2,360,000 2,410,000 2,415,000

- Bawang 2,415,000 2,370,000 2,360,000 2,410,000 2,415,000

- Bakke 2,415,000 2,370,000 2,360,000 2,410,000 2,415,000

- Dao 2,415,000 2,370,000 2,360,000 2,410,000 2,415,000

-Bollung 2,415,000 2,370,000 2,360,000 2,410,000 2,415,000

- Dagor 2,415,000 2,370,000 2,360,000 2,410,000 2,415,000

IV. BAHAN LANTAI / DINDING

1 Tegel Keramik :

- Putih 20 x 20 cm 71,500 64,800 65,400 64,200 66,000

- Warna 20 x 20 cm 77,000 64,800 65,400 64,200 66,000

- Putih 20 x 25 cm 68,200 64,800 65,400 64,200 66,000

- Warna 20 x 25 cm 64,200 64,800 65,400 64,200 66,000

- Putih 30 x 30 cm 71,500 100,100 107,250 125,125 125,125

- Warna 30 x 30 cm 77,000 107,800 115,500 134,750 134,750

- Putih 40 x 40 cm 62,060 62,640 63,220 62,060 63,800

- Warna 40 x 40 cm 209,000 75,600 76,300 74,900 77,000

- Warna 50 x 50 cm 50,000 108,000 109,000 107,750 100,010

- Warna 60 x 60 cm 40,000 189,000 190,750 187,000 192,500

145

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Dos/M2

Dos/M2

Dos/M2

Dos/M2

Dos/M2

Dos/M2

Dos/M2

Dos/M2

Dos/M2



1 2 3 4 8 9 10 11 12

2 Roster Keramik (30 x 30 cm) Buah 55,000 51,840 52,320 51,360 52,800

Roster Keramik (20 x 20 cm) Buah 44,000 41,040 41,420 40,660 41,800

Roster Kaca (20 x 20 cm) Buah 25,300 21,600 21,800 21,400 22,000

Roster Beton 20 x 20 cm Buah 39,000 21,600 58,500 68,250 68,250



3 Batu Alam Marmer ( 10 x 20 ) 312,500 317,500 312,500 317,000 317,500

Palimanan Kasar (10x20) 384,000 389,000 384,000 388,500 389,000 328125

Under Sheet Patah / Lurus 468,000 473,000 468,000 472,500 473,000 312500

Batu Coral Zak 100,000 105,000 100,000 104,500 105,000 15625

4 Casting (30 x 40 cm) Buah 25,800 30,800 25,800 30,300 30,800

Cincin Beton (Semua Ukuran) Buah 150,000 155,000 150,000 154,500 155,000

Gorong-Gorong (Semua Ukuran) Buah 201,600 206,600 201,600 206,100 206,600

V. BAHAN KACA

1 Kaca Bening 3 mm 120,000 129,600 130,800 120,000 132,000

2 Kaca Bening 5 mm 105,000 113,400 114,450 105,000 115,000

3 Kaca Rayben 3 mm 185,000 199,800 201,650 135,000 203,500

4 Kaca Rayben 5 mm 197,950 202,950 200,000 202,450 202,950

VI. BAHAN BESI

1 Besi Beton :

- Besi beton diameter = 6 mm Batang 31,900 30,240 30,520 39,960 30,800






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1 2 3 4 8 9 10 11 12




2 Besi Ulir :








3 Paku :

- Paku Biasa ( 2 - 3 CM ) Kg. 22,000 21,600 21,800 21,400 22,000

- Paku Biasa ( 4 - 10 CM ) Kg. 16,500 15,200 16,350 16,050 16,500

- Paku asbes Kg. 27,500 27,000 27,250 26,750 27,500

- Paku seng ( Payung ) RRT Kg. 33,000 27,000 27,250 26,750 27,500

- Paku Sirap 2 cm Kg. 22,000 27,000 27,250 26,750 27,500

- Paku beton (2-3 cm) Dos 33,000 37,800 38,150 37,450 38,500 - Paku beton (4-10 cm) Dos 55,000 32,400 32,700 32,100 33,000 - Paku Gypsum Dos 27,500 27,000 27,250 26,750 27,500 - Baut Buah 32,450 37,800 38,150 34,950 34,950

Kawat :

Kawat beton Kg. 22,000 19,440 22,000 19,260 19,800

Rang Nyamuk dan Bingkai 26,750 27,000 11,000 26,750 27,500

Ayakan kecil 19,800 21,600 19,800 21,400 22,000

Kawat Duri 10 Kg Roll 176,000 178,200 198,000 176,550 181,500

Kawat Duri 8 Kg Roll 176,550 178,200 159,500 176,550 181,500

147

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1 2 3 4 8 9 10 11 12

Kawat Raam 48,000 51,000 50,000 51,000 50,500

Les Aluminium P. 6 m Batang 139,100 140,400 141,700 139,100 143,000

Besi Plat tebal 2 mm Lembar 660,000 665,000 825,000 664,000 665,000

Besi Plat tebal 3 mm Lembar 935,000 940,000 1,045,000 939,000 940,000

Besi Plat tebal 5 mm Lembar 1,540,000 1,545,000 1,628,000 1,544,000 1,545,000

Besi Siku 30.30.3 Btg. 66,000 64,800 71,500 64,200 66,000

Besi Siku 40.40.4 Btg. 88,000 72,600 110,000 74,900 77,000

Besi Siku 50.50.5 Btg. 137,500 159,200 165,000 123,050 126,500

Besi Siku 60.60.6 Btg. 192,500 197,500 194,500 196,500 197,500

VII BAHAN PIPA

PIPA BESI GIP - - - -

Ø 1/2 inc - 6 m (Medium) A Btg. 110,000 70,200 165,000 69,550 71,500

Ø 3/4 inc - 6 m (Biasa) Btg. 148,500 135,000 198,000 133,750 137,500

Ø 1 inc - 6 m (Medium) A Btg. 176,000 162,000 275,000 160,500 165,000

Ø 1 1/2 inc - 6 m (Medium) B Btg. 242,000 232,200 385,000 230,050 236,500


Ø 2 inc - 6 m (Medium) B Btg. 275,000 275,400 495,000 272,850 280,500


Ø 3 inc - 6 m (Medium) A Btg. 715,000 702,000 11,000,000 695,500 715,000

2 PIPA PVC AIR BERSIH

Ø 1/2 inc - 4 m Btg. 22,000 12,968 22,000 12,840 13,200

Ø 3/4 inc - 4 m Btg. 30,800 16,200 30,800 16,050 16,500

Ø 1 inc - 4 m Btg. 44,000 19,440 44,000 19,260 19,800

Ø 1 1/4 inc - 4 m Btg. 60,500 32,400 49,500 32,100 33,000

SS Ø 1 1/2 inc - 4 m Btg. 66,000 39,960 55,000 39,590 40,700

Ø 2 inc - 4 m Btg. 83,600 51,840 60,500 51,360 52,800

Ø 2 1/2 inc - 4 m Btg. 127,600 70,200 77,000 69,550 71,500

Ø 3 inc - 4 m Btg. 181,500 89,640 99,000 88,810 91,300

Ø 4 inc - 4 m Btg. 286,000 141,480 137,500 140,170 144,100

Ø 5 inc - 4 m Btg. 225,770 227,880 352,000 225,770 232,100

Ø 6 inc - 4 m Btg. 299,600 302,400 550,000 299,600 308,000

148

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Ø 8 inc - 4 m Btg. 525,370 530,280 800,000 525,370 540,100

Ø 10 inc - 4 m Btg. 865,630 815,400 1,100,000 865,630 889,900

Ø 12 inc - 4 m Btg. 1,215,520 1,226,880 1,320,000 1,215,520 1,249,600

3 SAMBUNGAN PIPA

Sambungan Pipa keni 2" Buah 5,500 6,480 7,700 6,420 6,600



Sambungan Pipa Lurus 2" Buah 5,500 6,480 5,500 6,420 60,600



Sambungan Pipa tee 2" Buah 7,700 6,480 11,000 6,420 6,600



3. PIPA UNTUK INSTALASI LISTRIK

Ø 5/8 inc - 4 m Btg. 8,025 8,100 11,000 8,025 8,250

Ø 3/4 inc - 4 m Btg. 38,000 40,500 16,500 41,000 41,000

Ø 1 inc - 4 m Btg. 48,000 50,500 22,000 51,000 51,000

Ø 1 1/2 inc - 4 m Btg. 88,000 90,500 24,200 91,000 91,000 24,200

VIII. BAHAN LANGIT - LANGIT1 - Gypsum Lbr. 74,800 79,800 82,500 80,800 79,800

- Hexa Board Lbr. 50,600 70,200 82,500 69,550 71,500 - Tripleks 122 x 244 cm tebal 2 mm Lbr. 61,600 45,360 55,000 44,940 46,200 - Tripleks 122 x 244 cm tebal 3 mm Lbr. 88,000 59,400 66,000 58,850 60,500 - Tripleks 122 x 244 cm tebal 6 mm Lbr. 104,500 86,400 99,000 85,600 88,000 - Tripleks 122 x 244 cm tebal 3 mm Melamin Lbr. 137,500 142,500 137,500 143,500 142,500 2 - Teakwood 122 x 244 cm tebal 3 mm Lbr. 137,500 142,500 165,000 143,500 142,500

- Teakwood 80 x 244 cm tebal 3 mm Lbr. 102,000 107,000 110,000 108,000 107,000 3 - List profil 3 cm Btg. 22,000 27,000 22,000 28,000 27,000 - List profil 4 cm Btg. 26,280 31,280 23,100 32,280 31,280

- List profil 5 cm Btg. 27,500 32,500 27,500 33,500 32,500 - List profil 7 cm Btg. 33,600 38,600 34,650 39,600 38,600

IX. BAHAN ATAP : 1 - Genteng Metal (Sakura Roof) Lbr. 38,500 35,640 38,500 35,210 36,300

- Genteng Metal (Surya Roof) Lbr. 49,500 59,400 49,500 58,850 60,500 - Genteng Metal (Multi Roof) Lbr. 88,000 97,200 93,500 96,300 99,000

149

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2 - Seng Gelombang Besar Kaki 7,260 7,095 7,370 6,259,500 6,435,000

- Seng Gelombang Kecil Kaki 7,370 7,150 7,480 10,370 6,545,000

- Seng plat lebar 30 cm Meter 12,100 10,800 14,300 10,700 11,000

- Seng plastik ( Fiber ) Kaki 15,400 27,000 11,000 26,750 27,500

- Seng Spandek KR 5 AZ 150 Tebal 0,35 mm Meter 66,000 48,600 49,500 45,000 49,500

- Seng Spandek KR 5 AZ 150 Tebal 0,40 mm Meter 60,500 59,400 60,500 58,850 60,500

3 - Nok Genteng Metal bh 32,100 32,400 33,000 32,100 33,000

- Nok Seng M 32,100 32,400 14,300 34,100 33,000

4 - Talang Karet Meter 7,700 5,400 6,600 5,400 5,500

- Talang Seng Lebar 30 cm Meter 12,100 10,800 14,300 10,700 11,000

- Talang Seng Lebar 40 cm Meter 15,400 13,500 16,500 13,375 13,750

- Talang U - P = 4 m Buah 71,500 81,000 93,500 80,250 82,500

5 Sambungan Talang

- Sambungan Lurus Buah 5,500 5,400 11,000 6,350 5,500

- Sambungan Siku Buah 11,000 27,250 27,500 6,350 5,500

- Gantungan Buah 11,000 11,200 11,000 6,350 5,500

- Pancuran Buah 38,500 37,800 38,500 37,450 38,500

X. BAHAN BAJA RINGAN

- Rangka Atap 260,000 265,000 715,000 266,000 265,500

XI. BAHAN PENGGANTUNG

1 Kunci Tanam

- Kualitas Biasa Buah 33,000 38,000 99,000 38,000 37,000

- Kualitas baik Buah 88,000 27,000 137,500 26,750 27,500

- Double Handle Kualitas Biasa Buah 48,500 48,600 137,500 48,500 49,500

- Double Handle Kualitas Baik Buah 96,300 97,200 220,000 96,300 99,000

2 Penggantung

- Hak angin kecil Buah 11,000 5,400 11,000 5,350 5,500

- Hak angin besar Buah 22,000 11,880 16,500 11,700 12,100

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- Grendel Biasa kecil Buah 5,500 6,480 5,500 6,420 6,600

- Grendel Biasa besar Buah 16,500 16,200 11,000 16,050 16,500

- Grendel Kuningan kecil Buah 8,800 5,400 8,250 5,350 5,500

- Grendel Kuningan besar Buah 16,500 8,640 16,500 8,560 8,800

- Engsel Biasa kecil Psg. 5,500 3,240 11,000 3,210 3,300

- Engsel Biasa besar Psg. 8,800 6,400 16,500 6,420 6,600

- Engsel Kuningan Kecil Psg. 18,700 10,800 16,500 10,700 11,000

- Engsel Kuningan Besar Psg. 22,000 16,200 27,500 16,050 16,500

- Engsel Stainles Kecil Psg. 11,000 10,800 27,500 10,700 11,000

- Engsel Stainles Besar Psg. 22,000 16,200 33,000 16,050 16,500

3 - Pintu PVC Kaca Buah 963,000 1,040,040 385,000 963,000 1,059,300

- Pintu PVC Buah 299,600 302,400 330,000 299,600 308,000

- Pintu Urat Kayu Buah 963,000 972,000 990,000 963,000 99,000

XII. BAHAN SANITER

1 Kloset Duduk kualitas baik (Toto)/Lengkap Buah 2,420,000 2,170,800 2,200,000 2,150,700 2,211,000

Kloset Duduk kualitas sedang (Toto) Buah 660,000 270,000 825,000 26,750 275,000

2 Kloset Jongkok kualitas baik (Toto) Buah 319,000 410,400 385,000 406,600 418,000

Kloset Jongkok kualitas sedang (Toto) Buah 112,350 113,400 165,000 112,350 115,500

3 - Washtafel Stainlesteel 1 Lobang Buah 330,000 199,800 220,000 197,950 203,500

- Washtafel Stainlesteel 2 Lobang Buah 539,000 754,600 495,000 589,000 639,000

- Washtafel Keramik (Toto) Buah 385,000 539,000 550,000 460,000 465,000

- Urinoir Buah 1,050,000 1,470,000 1,070,000 1,150,000 1,125,000

4 Tempat Sabun kualitas baik Buah 53,500 54,000 27,500 53,500 55,500

Tempat Sabun kualitas sedang Buah 48,150 48,600 22,000 48,150 49,500

5 Kran air 1/2 inc kualitas biasa Buah 11,000 10,800 16,500 10,700 11,000

Kran air 1/2 inc kualitas baik Buah 53,500 21,600 27,500 21,400 22,000

151

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6 Kran air 3/4 inc kualitas biasa Buah 11,000 19,440 27,500 19,260 19,800

Kran air 3/4 inc kualitas baik Buah 77,000 27,000 38,500 26,750 27,500

7 Drainase filter KM/WC Plastik Buah 11,000 15,400 11,000 19,250 19,250

Drainase filter KM/WC kuningan Buah 88,000 123,200 27,500 154,000 154,000

8 Bak Mandi Biasa Buah 224,700 226,800 275,000 224,700 231,000

9 Bak Mandi Fiber Buah 385,000 539,000 440,000 410,000 409,000

10 Tanki Air Stainless (650 Ltr) Buah 2,640,000 3,696,000 3,850,000 4,620,000 4,620,000

11 Tanki Air Stainless (1200 Ltr) Buah 3,420,000 4,788,000 5,500,000 5,985,000 5,985,000

12 Tanki Air Plastik Fiber (650ML) Buah 1,045,000 918,000 935,000 1,020,000 935,000

13 Tanki Air Plastik Fiber (1200ML) Buah 1,430,000 1,404,000 1,650,000 1,560,000 1,430,000

XIII. BAHAN FINISHING / CAT

1 Cat tembok dalam liter 81,600 114,240 55,000 86,600 86,100

2 Cat tembok Luar liter 108,000 151,200 71,500 113,000 112,500

3 Cat Kayu/Besi kaleng 66,000 59,400 66,000 66,000 60,500

4 Cat atap kaleng 104,500 97,200 55,000 108,000 98,100

5 Cat marka ltr 72,000 100,800 44,000 77,000 76,500

6 Meni Ltr 22,000 19,440 27,500 21,600 19,800

7 Tenner Ltr 26,400 21,600 38,500 24,000 22,000

8 Dempul Kg. 27,500 19,440 27,500 21,600 19,800

9 Plamur Kg. 55,000 64,800 38,500 64,200 66,000

10 Kertas Gosok M 8,800 8,640 11,000 9,600 8,800

11 Lem Seng M 6,600 9,240 11,000 11,600 11,100 XIV. BAHAN INSTALASI LISTRIK

1 Kabel Listrik - NYA 1.1/2 mm Roll 156,000 140,400 137,500 156,000 143,000 - NYA 2.1/2 mm Roll 180,000 162,000 247,500 180,000 165,000 - NYM 2 X 1.5 mm M' 13,200 11,800 8,800 13,200 12,100

- NYM 2 X 2.5 mm M' 14,400 12,960 13,200 14,400 13,200

152

1 2 3 4 8 9 10 11 12

- NYM 2 X 4 mm M' 18,000 23,000 20,000 24,000 22,000

- NYM 3 X 6 mm M' 33,600 38,600 35,600 39,600 37,600

- NYM 3 X 1.5 mm M' 15,600 14,040 14,170 15,600 14,300

- NYM 3 X 2.5 mm M' 16,800 15,120 15,260 16,800 15,400

- NYM 3 X 4 mm M' 23,000 28,000 33,000 29,000 27,000

- NYM 4 X 2.5 mm M' 27,600 32,600 29,600 33,600 31,600

- NYM 4 X 4 mm M' 42,000 47,000 44,000 48,000 46,000

- NYM 4 X 6 mm M' 48,000 53,000 50,000 54,000 52,000

- NYM 4 X 10 mm M' 72,000 77,000 6,600 78,000 76,000

2 Kabel Twisted Aluminium

- 2 x 16 mm M' 18,000 21,000 19,000 21,000 20,500

- 4 x 16 mm M' 30,000 33,000 31,000 33,000 32,500

- 4 x 25 mm M' 33,600 36,600 34,600 36,600 36,100

- 3 x 35 + 25 mm M' 48,000 51,000 49,000 51,000 50,500

- 3 x 70 + 50 mm M' 54,000 57,000 55,000 57,000 56,500

3 Lampu TL (Philips)

- 5 watt Buah 29,000 33,000 27,500 34,000 33,000

- 10 watt Buah 13,200 17,200 33,000 18,200 17,200

- 11 watt Buah 30,000 34,000 38,500 35,000 34,000

- 20 watt Buah 48,000 52,000 44,000 53,000 52,000

- 40 watt Buah 52,800 56,800 93,500 57,800 56,800

4 Lampu TL gantung (Philips)

- 8 watt Buah 30,000 42,000 38,500 52,500 52,500

- 18 watt Buah 42,000 58,800 55,000 73,500 73,500

5 Lampu Pijar

- 5 watt Buah 45,600 41,041 5,500 45,600 41,800

- 10 watt Buah 8,400 9,400 11,000 10,400 9,900

- 15 watt Buah 50,400 45,360 16,500 50,400 46,200

- 25 watt Buah 18,000 19,000 22,000 20,000 19,500

- 40 watt Buah 24,000 25,000 27,500 26,000 25,500

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6 Lampu Essential (Philips)

- 5 watt Buah 29,700 29,160 29,700 32,400 29,700

- 8watt Buah 33,000 31,320 33,000 34,800 31,900

- 11 watt Buah 36,300 34,560 36,300 38,400 35,200

- 14 watt Buah 38,500 36,720 39,600 40,800 37,400

- 18 watt Buah 41,800 38,880 44,000 43,200 39,600

- 23 watt Buah 44,000 43,200 49,500 48,000 44,000

7 Lampu Sorot Halogen

- 150 Watt Buah 78,000 85,000 88,000 84,000 83,500

- 500 Watt Buah 144,000 151,000 143,000 150,000 149,500

- 1.000 Watt Buah 150,000 157,000 170,500 156,000 155,500

8 Lampu Taman

- SM BG 12" ST KUBEL Buah 112,500 192,500 117,000 137,500 135,500

- SM BG 38 BTD TULIP Buah 132,000 212,000 136,500 157,000 155,000

- SM BG 38 HF LOTUS Buah 112,500 192,500 117,000 137,500 135,500

- SM BG 33 ST LOTUS Buah 112,500 192,500 117,000 137,500 135,500

- SM BG 12" OQ KUBEL Buah 112,500 192,500 117,000 137,500 135,500

- SM BG 15" BTD RDMA Buah 132,000 212,000 136,500 157,000 155,000

9 Lampu Jalan

- 250 Watt Philips Pakai Travo 1 set 937,500 1,312,500 1,406,250 1,640,625 1,640,625

- 250 Watt Tanpa Travo Buah 781,250 1,093,750 1,171,875 1,367,188 1,367,188

10 Shakelar

- Phase tunggal putih (Broco) Buah 18,000 16,200 22,000 18,000 16,500

- Phase tunggal Cokelat (Broco) Buah 18,000 16,200 27,500 18,000 16,500

- Phase double Cokelat Buah 24,000 21,600 38,500 24,000 22,000

11 Stop Kontak

- TV Cable + Stop Buah 58,800 82,320 88,200 102,900 102,900

- Telp. + Stop Buah 56,700 79,380 85,050 99,225 99,225

- TV Cable Buah 46,800 65,520 60,500 81,900 81,900

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- Stop Kontak Tunggal Buah 14,300 10,800 22,000 12,000 11,000

- Stop Kontak Telepon Buah 46,800 65,520 88,000 81,900 81,900

- Stop Kontak Seri 4 Buah 44,000 19,440 38,500 21,600 19,800

- Stop Kontak Double Buah 27,500 16,200 38,500 18,000 16,500

12 M C B

- MCB Emby 2- 20 A Buah 66,000 8,640 8,250 21,600 8,800

- Box MCB 1 Group Buah 5,500 7,700 5,500 9,625 9,625





13 Fitting tempel Buah 18,000 16,200 16,500 18,000 16,500

Fitting gantung Buah 5,500 6,480 11,000 7,200 6,600

Down Light Uk. Kecil Buah 27,500 37,800 55,000 42,000 38,500

Down Light Uk. Sedang Buah 55,000 48,600 71,500 54,000 49,500

Down Light Uk. Besar Buah 62,060 62,640 77,000 62,060 63,800

XV. ALAT BANTU

1 Gerobak dorong Merk Sakai Buah 420,000 425,000 418,000 435,000 735,000

Gerobak dorong Merk Arco Buah 462,000 410,400 495,000 456,000 418,000

2 Sekop Kualitas Baik Buah 82,500 86,400 88,000 96,000 808,000

Sekop Kualitas Sedang Buah 55,000 70,200 71,500 78,000 71,500

3 Sendok semen Buah 16,500 21,600 27,500 24,000 22,000

4 Palu Kecil Buah 38,500 21,600 49,500 24,000 22,000

Palu Sedang Buah 49,500 37,800 71,500 42,000 38,500

5 Gergaji Sedang Buah 38,500 70,200 55,000 78,000 71,500

Gergaji Besar Buah 55,000 81,000 99,000 80,250 82,500

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6 Meter Roll : 50 M Rol 77,000 78,100 54,500 60,000 55,000

7 M Rol 27,500 37,800 38,150 42,000 22,000

5 M Rol 27,500 27,000 27,250 30,000 27,500

7 Siku : 30 Cm Buah 11,000 27,000 27,250 30,000 27,500

25 Cm Buah 16,050 16,200 16,350 16,050 16,500

8 Pahat Besar Buah 38,500 32,400 32,700 36,000 33,000

Pahat kecil Buah 22,000 16,200 16,350 16,050 16,500

9 Bambu Besar Buah 18,000 21,000 23,000 21,000 22,000

10 Bambu Sedang Buah 15,000 18,000 20,000 18,000 19,000

11 Bambu Kecil Buah 10,000 13,000 15,000 13,000 14,000

XVI. BAHAN ALUMINIUM

1 Pintu Seloding Kaca Uk. Standar Buah 1,620,000 1,740,000 1,710,000 1,765,000 1,730,000

2 Kuseng Kaca Mati 900,000 1,020,000 990,000 1,045,000 1,010,000

3 Pintu Has Tower Kaca (200 CM x 1200 CM) Buah 1,020,000 1,140,000 1,110,000 1,165,000 1,130,000

4 Jendela Kain 1 Lubang (200 CM x 200 CM) Buah 2,160,000 2,280,000 2,250,000 2,305,000 2,270,000

5 Jendela Dorong (200 CM x 200 CM) Buah 1,920,000 2,040,000 2,010,000 2,060,000 2,030,000

6 Pintu Sming/Partisi+Hanle (100 CM x 100 CM) Buah 2,100,000 2,220,000 2,210,000 2,240,000 2,210,000

7 Pintu Holidoor Buah 1,440,000 1,560,000 1,550,000 1,580,000 1,550,000

8 Pintu Maraton Buah 1,800,000 1,920,000 1,910,000 1,940,000 1,910,000

9 Door Koloser Buah 1,800,000 1,920,000 1,910,000 1,940,000 1,910,000

10 Engsel Tanam Aluminium (Door Max) Buah 60,000 54,000 54,500 60,000 55,000

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DAFTAR HARGA SATUAN UPAH KERJA

HARGA SATUAN ( RP. ) / KECAMATAN

NO. U R A I A N SATUAN TOPOYO TOBADAK KAROSSA BUDONG2 PANGALE KET

1 2 3 4 5 6 7 8 12

1 Kepala Tukang batu, kayu, besi, cat dan listrik Org/Hari Rp 100,000 Rp 100,000 Rp 100,000 Rp 100,000 Rp 100,000

2 Tukang batu, kayu, besi, cat dan listrik Org/Hari Rp 80,000 Rp 80,000 Rp 80,000 Rp 80,000 Rp 80,000

3 Mandor / Pengawas Org/Hari Rp 100,000 Rp 100,000 Rp 100,000 Rp 100,000 Rp 100,000

4 Pekerja Org/Hari Rp 60,000 Rp 60,000 Rp 60,000 Rp 60,000 Rp 60,000

5 Pekerja tak terlatih Org/Hari Rp 50,000 Rp 50,000 Rp 50,000 Rp 50,000 Rp 50,000

6 Penjaga Gudang Org/Hari Rp 50,000 Rp 50,000 Rp 50,000 Rp 50,000 Rp 50,000

7 Penjaga Malam Org/Hari Rp 60,000 Rp 60,000 Rp 60,000 Rp 60,000 Rp 60,000

8 Operator Alat Berat Org/Jam Rp 35,000 Rp 35,000 Rp 35,000 Rp 35,000 Rp 35,000

9 Penjaga Siang Org/Hari Rp 55,000 Rp 55,000 Rp 55,000 Rp 55,000 Rp 55,000

PROGRAM BLOCK GRANT PEMBANGUNANUNIT SEKOLAH BARU SMP NEGERI

Dengan Mekanisme Partisipasi Masyarakat

BANGSAL SEPEDA


( Rp ) ( Rp )1 2 3 4 5 6 7

I. PEK. PERSIAPAN1 Pemasangan Bowplank A.1 5.00 m' 42,040.00 210,200.00

I. Total 210,200.00II. PEK. TANAH / PONDASI



3 Beton Pondasi Setempat C.17 0.89 3,691,545.14 3,285,475.17II. Total 3,342,318.51

III. PEKERJAAN BETON / DINDING1 Beton Kolom 1:2:3 C.13 0.40 4,718,148.50 1,863,668.66

3 Beton Konsol 1:2:3 C.15 1.05 4,002,514.39 4,202,640.10

4 Plesteran Kolom 1:4 C.5 1.58 36,774.37 58,103.50

5 Rabat Beton 1: 3 : 5 C' 2.38 592,374.92 1,409,852.31III. Total 7,534,264.58

IV. PEKERJAAN KUDA-KUDA DAN ATAP1 Pek Kuda-kuda, Gording dan ikatan angin ( kayu kls II) E.1 0.23 4,387,734.00 1,009,178.822 Pek. List Plank Papan Kayu Klas II E.3 20.40 m' 53,096.10 1,083,160.443 Pek. Atap Genteng Metal E.6 34.32 95,166.00 3,266,097.124 Pek. Bubungan Genteng Metal E.6a 7.80 m' 66,900.00 521,820.00

IV. Total 5,880,256.38VII. PEKERJAAN PENGECATAN

1 Pek. Plamur dinding I.1 8.64 15,447.08 133,462.81

2 Pek. Cat Dinding I.3 8.64 13,892.40 120,030.34

3 Pek. Cat List Plank Papan N. 9 4.08 25,520.40 104,123.23VII. Total 357,616.37


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PROGRAM BLOCK GRANT PEMBANGUNANUNIT SEKOLAH BARU SMP NEGERI

Dengan Mekanisme Partisipasi Masyarakat

POS JAGA


( Rp ) ( Rp )1 2 3 4 5 6 7

I. PEK. PERSIAPAN1 Pemasangan Bowplank A. 7 8.00 m' 42,040.00 336,320.00

I. Total 336,320.00II. PEK. TANAH / PONDASI

1 Galian Tanah Pondasi B. 9 6.08 44,000.00 267,520.00



4 Pasangan Batu Kosong C. 16 0.28 409,315.58 116,245.63

5 Pas. Pondasi Batu Belah 1:4 C. 5 2.80 648,269.33 1,815,154.12II. Total 2,308,193.86

III. PEKERJAAN BETON / DINDING1 Beton Sloof 1:2:3 (S1 20/25) C.10 4,383,261.82 0.002 Beton Sloof 1:2:3 (S1 15/20) C.10 0.24 4,383,261.82 1,051,982.843 Beton Kolom 1:2:3 C.16 0.19 7,636,964.88 1,445,524.71

4 Beton Ring Balok & Sopi-sopi 1:2:3 C.15 0.24 4,002,514.39 960,603.45

5 Pas. Dinding Bata 1:5 C.3 11.80 93,147.76 1,099,143.57

6 Plesteran Dinding 1:5 C.5 26.80 36,774.37 985,553.06

7 Pekerjaan Acian C.9 26.80 13,159.00 352,661.20

8 Beton Lantai Kerja 1: 3 : 5 C' 0.40 592,374.92 236,949.97

9 Rabat Beton 1: 3 : 5 C' 1.04 592,374.92 616,069.92III. Total 6,748,488.72

IV. PEKERJAAN KUDA-KUDA DAN ATAP1 Pek Kuda-kuda, Gording dan ikatan angin ( kay E.1 0.33 4,387,734.00 1,447,952.222 Pek. List Plank Papan Kayu Klas II E.3 14.40 m' 53,096.10 764,583.843 Pek rangka atap ( kaso 5/7 & reng 3/5). E.24 Pek. Penutup Atap (Zincalum) E.6 4.21 95,166.00 400,648.865 Pek. Nok Atas E.6a 9.36 m' 66,900.00 626,184.00

IV. Total 3,239,368.92V. PEKERJAAN LANTAI

1 Urugan Tanah bawah lantai B.3 0.06 19,000.00 1,140.00

2 Urugan Pasir bawah lantai B. 4 0.06 155,454.40 9,327.26

3 Pekerjaan acian lantai C.9 4.00 13,159.00 52,636.00V. Total 63,103.26

VI. PEKERJAAN PLAFOND1 Pek Plafond Triplek + Rangka F.1 12.96 116,004.60 1,503,419.622 Pek. List Plafond F.2 30.40 m' 31,436.40 955,666.56

VI. Total 2,459,086.18VII. PEKERJAAN PENGECATAN

1 Pek. Plamur dinding I.1 26.80 15,447.08 413,981.85


3 Pek. Cat Dinding I.3 26.80 13,892.40 372,316.32

4 Pek. Cat Plafond I.3 12.96 13,892.40 180,045.50

5 Pek. Cat List Plank Papan I.2 3.84 25,520.40 97,998.34VII. Total 1,264,536.22

VIII. PEKERJAAN INSTALASI LISTRIK1 Pas. Titik Instalasi J 2.00 ttk 102,306.00 204,612.002 Pemasangan Lampu Pijar J.4 2.00 ttk 30,600.00 61,200.003 Pas. Saklar Double inbow J.3 1.00 bh 96,900.00 96,900.004 Pas. Stop Kontak J.1 1.00 bh 87,006.00 87,006.00

VIII. Total 449,718.00


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rab tk .xls

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