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PROYEK TALIABU

JADWAL PELAKSANAANRENCANA JADWAL PELAKSANAANProgram: Pembangunan Prasarana Pemerintah DaerahKegiatan: Pembangunan Kantor Bupati Pulau TaliabuPekerjaan: Pembangunan Gedung Kantor BupatiLokasi Pekerjaan: Kilong - Kec. Taliabu Barat - Kab. Pulau TaliabuTahun Perencanaan: 2014Waktu Rencana: 120 (Seratus Dua Puluh) Hari Kalender

No.Uraian Jenis PekerjaanSatuanVolumeHargaJumlah% Pek. Terhadap Biaya TotalRENCANA JADWAL PELAKSANAANDurasiSatuanHargaBULAN IBULAN IIBULAN IIIBULAN IV( Rp. )( Rp. )Minggu 1Minggu 2Minggu 3Minggu 4Minggu 5Minggu 6Minggu 7Minggu 8Minggu 9Minggu 10Minggu 11Minggu 12Minggu 13Minggu 14Minggu 15Minggu 16Minggu 17f

I.PEKERJAAN AWAL91,327,682.001.285%1Pembuatan Direksi KeetM216.001,000,000.0016,000,000.000.225%7 hr2Pembuatan Gudang BahanM216.001,000,000.0016,000,000.000.225%7 hr3Penyediaan Air KerjaLs1.003,000,000.003,000,000.000.042%112 hr1124Pengobatan/P3K & Perlengkapan Keselamatan KerjaLs1.001,500,000.001,500,000.000.021%112 hr5Papan nama proyekBh1.00300,000.00300,000.000.004%7 hr6Pengukuran dan Pemasangan Bouwplank M1708.0077,016.5054,527,682.000.767%14 hr8,250,000,000.00II.GEDUNG A (BANGUNAN UTAMA KANTOR BUPATI)6,510,993,189.7991.592%6,602,320,871.79II.A.PEKERJAAN TANAH DAN LANTAI KERJA102,867,726.761.447%660,232,087.181Galian Tanah BiasaM3640.87138,187.5088,559,877.661.246%7,262,552,958.9714 hr2Urugan KembaliM3160.2222,110.003,542,395.110.050%987,447,041.0349 hr3Pemadatan Tanah (Per 20 cm) Dengan AlatM3160.2228,888.324,628,396.510.065%49 hr4Urugan Pasir Dibawah Konstruksi Poer dan Pondasi Menerus M311.37195,415.002,221,062.460.031%56 hr5Lantai Kerja ; t = 5 CmM36.48604,786.883,915,995.020.055%21 hr

II.B.PEKERJAAN BETON BERTULANG (MUTU BETON K-250) DAN BETON TUMBUK/RABAT6,250,035,597.4587.921%(a)Lantai Dasar3,764,977,199.2152.963%1Cor Pondasi Telapak Uk. 1.50 x 1.50 x 0.60 m ( Besi =159.78Kg/m3 )M318.906,217,625.16117,513,115.571.653%28 hr2Cor Pondasi Telapak Uk. 1.00 x 1.00 x 0.60 m ( Besi =187.87Kg/m3 )M332.406,952,652.24225,265,932.623.169%28 hr3Cor Pondasi Telapak Uk. 1.00 x 1.00 x 0.40 m ( Besi =195.81Kg/m3 )M317.607,164,846.17126,101,292.631.774%28 hr4Cor Kolom Pendek uk. 90/90 Cm( Besi =198.27Kg/m3 )M36.807,393,557.3050,305,763.860.708%21 hr5Cor Kolom Pendek uk. 60/60 Cm( Besi =213.55Kg/m3 )M38.218,249,162.2367,709,123.550.952%21 hr6Cor Kolom Pendek uk. 40/60 Cm( Besi =180.20Kg/m3 )M32.308,116,808.8818,701,127.650.263%21 hr7Cor Kolom Pendek uk. 40/40 Cm( Besi =199.46Kg/m3 )M34.328,262,542.3135,694,182.780.502%21 hr8Cor Sloof uk. 30/80 Cm( Besi =200.27Kg/m3 )M390.477,488,993.07677,517,820.169.531%21 hr9Cor Sloof uk. 30/60 Cm( Besi =182.43Kg/m3 )M3137.717,131,487.88982,089,319.1613.815%21 hr10Cor Sloof Pinggir uk. 15/40 Cm( Besi =128.59Kg/m3 )M35.246,660,778.1234,929,120.470.491%21 hr11Cor Kolom Lantai Dasar uk. 90/90 Cm( Besi =185.41Kg/m3 )M368.046,887,544.52468,628,529.296.592%21 hr12Cor Kolom Lantai Dasar uk. 60/60 Cm( Besi =201.65Kg/m3 )M366.487,671,718.45510,052,666.757.175%21 hr13Cor Kolom Lantai Dasar uk. 40/60 Cm( Besi =178.92Kg/m3 )M318.666,733,240.55125,658,428.411.768%21 hr14Cor Kolom Lantai Dasar uk. 40/40 Cm( Besi =151.70Kg/m3 )M334.997,197,735.81251,863,171.543.543%8.92521 hr15Cor Plat Tangga (Termasuk Anak Tangga)( Besi =147.20Kg/m3 )M39.316,186,446.1457,621,982.510.811%14 hr16Cor Bordes Tangga ; t = 0.18 Cm( Besi =103.36Kg/m3 )M32.396,420,386.1615,325,622.270.216%5433571292.660%14 hr

(b)Lantai 22,485,058,398.2434.958%1220.248751Cor Balok uk. 30/80 Cm( Besi =184.05Kg/m3 )M323.637,301,277.90172,562,782.692.427%1220.2487528 hr2Cor Balok uk. 30/60 Cm( Besi =204.83Kg/m3 )M367.767,880,705.27534,010,711.017.512%1220.2487528 hr3Cor Balok uk. 25/40 Cm( Besi =158.66Kg/m3 )M30.957,913,016.447,477,800.540.105%28 hr4Cor Balok uk. 15/60 Cm( Besi =132.85Kg/m3 )M31.006,764,675.966,794,440.530.096%28 hr5Cor Balok uk. 15/80 Cm( Besi =144.74Kg/m3 )M31.327,013,299.239,228,099.130.130%28 hr6Cor Lantai 2 ; t = 0.12 m( Besi =151.01Kg/m3 )M3146.437,068,118.901,034,983,589.6114.559%1217.0787528 hr7Cor Deck ; t = 0.11 m( Besi =127.02Kg/m3 )M3108.266,650,551.00720,000,974.7410.128%146.0494528 hr

II.C.PEKERJAAN PASANGAN BATU158,089,865.582.224%4516.853%1Pasangan Batu Kosong, t = 20 cmM333.18552,997.5018,348,288.940.258%49 hr2Pasangan Batu Belah Camp. 1 : 4M3137.611,015,492.50139,741,576.641.966%49 hr

III.GEDUNG B (BANGUNAN KANTOR BAGIAN)502,895,054.597.074%ERROR:#REF!7.074%III.A.PEKERJAAN TANAH 71,875,108.531.011%ERROR:#REF!1Galian Tanah BiasaM3460.76138,187.5063,671,922.600.896%ERROR:#REF!28 hr2Urugan KembaliM3115.1922,110.002,546,876.900.036%ERROR:#REF!77 hr3Pemadatan Tanah (Per 20 cm) Dengan AlatM3115.1928,888.323,327,679.670.047%28 hr4Urugan Pasir Dibawah Konstruksi Pondasi Menerus M311.92195,415.002,328,629.350.033%90 hr

III.B.PEKERJAAN PASANGAN BATU431,019,946.066.063%6.063%1Pasangan Batu Kosong, t = 20 cmM395.33552,997.5052,717,599.240.742%90 hr2Pasangan Batu Belah Camp. 1 : 4M3372.531,015,492.50378,302,346.815.322%90 hr91

IV.PEKERJAAN AKHIR3,500,000.000.049%0.049%1Dokumentasi Pekerjaan dan As Built DrawingLs1.002,500,000.002,500,000.000.035%120 hr2Pembersihan akhirLs1.001,000,000.001,000,000.000.014%14 hr

JumlahRp7,108,715,926.38100.000%9,565,465,076.055EVALUASI TAHAP IEVALUASI TAHAP IIEVALUASI TAHAP IIIEVALUASI TAHAP AKHIR120 hrPPn 10%Rp710,871,592.64TotalRp7,819,587,519.01DibulatkanRp7,819,587,000.00

Bobong, 21 Juli 2014

0Konsultan Perencana

&9Halaman : &P

PERHITUNGAN VOLUME (2)

PERHITUNGAN VOLUME

Program : Pembangunan Prasarana Fisik Kantor Bupati Nama Paket : Pembangunan Kantor Bupati Tahap ILokasi : Kilong, Kec. Taliabu Barat-Kab. Pulau TaliabuTahun Anggaran : 2014

NOURAIAN PERHITUNGANVOLUME TOTALSATUAN

IPEKERJAAN AWAL1.1Pembuatan Direksi Keet16M21.2Pembuatan Gudang Bahan16M21.3Penyediaan Air Kerja1Ls1.4Pengobatan/P3K & Perlengkapan Keselamatan Kerja1Ls1.5Papan nama proyek1Bh1.6Pengukuran dan Pemasangan Bouwplank 708M1 - Gedung Utama =244 - Gedung Kantor Bagian (Segmen A) =232 - Gedung Kantor Bagian (Segmen B) =232 Jumlah =708

IIGEDUNG A (BANGUNAN UTAMA KANTOR BUPATI)II.APEKERJAAN TANAH DAN LANTAI KERJA

1.Galian Tanah Biasa640.87M3120

Pekerjaan galian tanah biasa, terdiri atas :

a.Galian Pondasi Telapak (Poer)

POER TYPE 1 (uk. 1.50 x 1.50 x 0.6 m)Diketahui :a =1.80m (Panjang)b =1.80m (Lebar)c =1.00m (Dalam)n =14.00buah (Jumlah)

Volume (V) =ax bx cx nVolume (V) =1.80x 1.80x 1.00x 14Volume (V) =45.36M3





b.Galian Pondasi Menerus (Pasangan Batu)

PONDASI MENERUSUKURANVOLUME (M3)abhLPondasi Menerus Type 11.201.500.60367.15297.39JUMLAH367.15297.39

c.Total Galian Tanah Biasa

SEGMENVOLUME (M3)

-POER TYPE 1 (uk. 1.50 x 1.50 x 0.6 m)45.36 -POER TYPE 2 (uk. 1.00 x 1.00 x 0.6 m)164.27 -POER TYPE 3 (uk. 1.0 x 1.0 x 0.4 m)133.85 -Galian Pondasi Menerus (Pasangan Batu)297.39JUMLAH640.87

2.Urugan Kembali160.22M3120

Pekerjaan Urugan Kembali, adalah :25%xVolume Galian Tanah Biasa =25%x640.87 =160.22M3

3.Pemadatan Tanah (Per 20 cm) Alat160.22M3120

Pekerjaan Pemadatan Tanah (Per 20 cm) Alat dilakukan pada tanah urugan kembali =160.22M3

4.Urugan Pasir11.37M3120

Pekerjaan Urugan Pasir Dibawah Konstruksi Poer dan Pondasi Menerus Setebal 5.00 Cm , terdiri atas :

a.Urugan Pasir Di Bawah Pondasi Telapak (Poer)

POER TYPE 1 (uk. 1.50 x 1.50 x 0.6 m)Diketahui :a =1.50m (Panjang)b =1.50m (Lebar)c =0.05m (Tebal)n =14.00buah (Jumlah)






b.Urugan Pasir Di Bawah Pondasi Menerus (Pasangan Batu) --- Tebal 5.00 Cm

PONDASI MENERUSUKURANVOLUME (M3)abhLPondasi Menerus Type 11.000.00.05195.644.891JUMLAH195.644.891

c.Total Urugan Pasir Dibawah Konstruksi Poer dan Pondasi Menerus

URUGAN PASIR DIBAWAH KONSTRUKSIVOLUME (M3)

-POER TYPE 1 (uk. 1.50 x 1.50 x 0.6 m)1.575 -POER TYPE 2 (uk. 1.00 x 1.00 x 0.6 m)2.700 -POER TYPE 3 (uk. 1.0 x 1.0 x 0.4 m)2.200 -Pondasi Menerus4.891JUMLAH11.366

5.Lantai Kerja ; t = 5 Cm6.48M3120

Pekerjaan Lantai Kerja ; t = 5 Cm , terdiri atas :

a.Lantai Kerja ; t = 5 Cm Di Bawah Pondasi Telapak (Poer)







b.Total Lantai Kerja ; t = 5 Cm

URUGAN PASIR DIBAWAH KONSTRUKSIVOLUME (M3)

-POER TYPE 1 (uk. 1.50 x 1.50 x 0.6 m)1.575 -POER TYPE 2 (uk. 1.00 x 1.00 x 0.6 m)2.700 -POER TYPE 3 (uk. 1.0 x 1.0 x 0.4 m)2.200JUMLAH6.475

II.BPEKERJAAN BETON BERTULANG (MUTU BETON K-250)

a.Lantai Dasar

1.Cor Pondasi Telapak Uk. 1.50 x 1.50 x 0.60 m 18.90M3120

POER TYPE 1 (uk. 1.50 x 1.50 x 0.60 m)Diketahui :a =1.50m (Panjang)b =1.50m (Lebar)t =0.60m (Tebal)n =14.00buah (Jumlah)








4.Cor Kolom Pendek uk. 90/90 Cm6.80M3120Diketahui :a =0.90m (Panjang)b =0.90m (Lebar)h =0.60m (Tinggi)n =14buah (Jumlah)








8.Cor Sloof uk. 30/80 Cm90.47M3120Diketahui :a =0.30m (Lebar)b =0.80m (Tinggi)

POTONGAN MEMANJANGUKURANVOLUME (M3)abLL1a0.3000.80011.102.6611,1001"0.3000.80025.306.07(4,717)10.3000.8007.401.781"0.3000.8007.401.7820.3000.8007.401.7830.3000.8007.401.7840.3000.8007.401.7850.3000.8007.401.7860.3000.8007.401.7870.3000.8007.401.7880.3000.8007.401.7890.3000.80032.657.84100.3000.80030.657.36110.3000.80027.856.68120.3000.80011.102.66130.3000.80011.102.66JUMLAH216.3651.936,383

POTONGAN MELINTANGUKURANVOLUME (M3)abLG'0.3000.80013.583.26H0.3000.8007.201.73H'0.3000.80029.126.99I0.3000.80034.008.16K0.3000.80034.008.16K'0.3000.80029.126.99N'0.3000.80013.583.26JUMLAH160.5938.54JUMLAH POT. MELINTANG DAN MEMANJANG376.9590.47

9.Cor Sloof uk. 30/60 Cm137.71M3120Diketahui :a =0.30m (Lebar)b =0.60m (Tinggi)

POTONGAN MEMANJANGUKURANVOLUME (M3)abLL1"0.3000.60051.459.26(4,717)10.3000.60034.006.121"0.3000.60040.077.2120.3000.60036.806.6230.3000.60035.606.4140.3000.60035.606.4150.3000.60035.606.4160.3000.60037.206.7070.3000.60034.406.1980.3000.60036.256.53100.3000.60030.655.52JUMLAH407.6373.37(4,717)

POTONGAN MELINTANGUKURANVOLUME (M3)abLA0.3000.6005.601.01B0.3000.6005.601.01C0.3000.6005.601.01D0.3000.6005.601.01E0.3000.60025.334.56F0.3000.60028.705.17G0.3000.60029.605.33H0.3000.60029.405.29I0.3000.60028.605.15K0.3000.60028.605.15L0.3000.60029.405.29M0.3000.60029.405.29

N0.3000.60029.605.33O0.3000.60028.705.17P0.3000.60025.334.56Q0.3000.6005.601.01R0.3000.6005.601.01S0.3000.6005.601.01T0.3000.6005.601.01JUMLAH357.4464.34JUMLAH POT. MELINTANG DAN MEMANJANG765.07137.71

10.Cor Sloof Pinggir uk. 15/40 Cm5.24M3120Diketahui :a =0.15m (Lebar)b =0.40m (Tinggi)L =87.40m (Panjang Sloof)

Volume (V) =ax bx LVolume (V) =0.15x 0.40x 87.40Volume (V) =5.24M3

11.Cor Kolom Lantai Dasar uk. 90/90 Cm68.04M3120Diketahui :a =0.90m (Panjang)b =0.90m (Lebar)h =6.00m (Tinggi)n =14buah (Jumlah)








15.Cor Plat Tangga (Termasuk Anak Tangga)Tangga Tipe 1 (Utama)Tangga Tipe 2 (Alternatif)9.31M3120Diketahui :a =8.960m (Panjang)a =8.960m (Panjang)b =1.925m (Lebar)b =1.925m (Lebar)h =0.18m (Tebal)h =0.18m (Tebal)n =2.00Buahn =1.00Buah

Tangga Tipe 1 (Utama)Volume (V) =ax bx hx nVolume (V) =8.96x 1.93x 0.18x 2.00Volume (V) =6.21M3

Tangga Tipe 2 (Alternatif)Volume (V) =ax bx hx nVolume (V) =8.96x 1.93x 0.18x 1.00Volume (V) =3.10M3

16.Cor Bordes Tangga ; t = 0.18 CmBordes Tangga Tipe 1 (Utama)Bordes Tangga Tipe 2 2.39M3120Diketahui :a =1.925m (Panjang)a =3.900m (Panjang)b =1.925m (Lebar)b =1.500m (Lebar)h =0.18m (Tebal)h =0.18m (Tebal)n =2.00Buahn =1.00Buah

Bordes Tangga Tipe 1 (Utama)Volume (V) =ax bx hx nVolume (V) =1.93x 1.93x 0.18x 2.00Volume (V) =1.33M3

Bordes Tangga Tipe 2Volume (V) =ax bx hx nVolume (V) =3.90x 1.50x 0.18x 1.00Volume (V) =1.05M3

II.BPEKERJAAN BETON BERTULANG (MUTU BETON K-250)

b.Lantai 2

1.Cor Balok uk. 30/80 Cm Type 18.30M3120Diketahui :a =0.30m (Lebar)b =0.80m (Tinggi)L =34.60m (Panjang)


Cor Balok uk. 30/80 Cm Type 215.33M3120Diketahui :a =0.30m (Lebar)b =0.68m (Tinggi)109.75L =75.15m (Panjang)


Volume Total Cor Balok uk. 30/80 Cm, adalah =23.63M3109.75

2.Cor Balok uk. 30/60 Cm67.76M3120Diketahui :a =0.30m (Lebar)b =0.48m (Tinggi)L =470.57m (Panjang)








6.Cor Lantai 2 ; t = 0.12 m146.43M3120Diketahui :A =1,220.25m2 (Luas lantai)T =0.12m (Tebal Lantai)

Volume (V) =Ax TVolume (V) =1,220.25x 0.12Volume (V) =146.43M3

7.Cor Deck ; t = 0.11 m108.26M3120Diketahui :A =984.20m2 (Luas lantai)T =0.11m (Tebal Lantai)

Volume (V) =Ax TVolume (V) =984.20x 0.11Volume (V) =108.26M3

8.ERROR:#REF!51.84M3120Diketahui :a =0.60m (Panjang)b =0.60m (Lebar)h =4.50m (Tinggi)n =32buah (Jumlah)






11.ERROR:#REF!25.49M3120Diketahui :a =0.25m (Lebar)b =0.60m (Tinggi)L =169.95m (Panjang)


12.ERROR:#REF!16.00M3120Diketahui :a =0.25m (Lebar)b =0.40m (Tinggi)L =160.00m (Panjang)


II.CPEKERJAAN PASANGAN BATU

1.Pasangan Batu Kosong, t = 20 cm33.18M3120Diketahui :a =0.85mT =0.20mL =195.64m (Panjang)

Volume (V) =axTxLVolume (V) =0.85x0.20x195.64Volume (V) =33.18M3

2.Pasangan Batu Belah Camp. 1 : 4137.61M3120Diketahui :a =0.30mc =0.85mb =0.60md =1.00mL =195.64m (Panjang)e =0.30m

Volume (V) =0.5x (a +b )xd +cxexLVolume (V) =0.5x (0.30 +0.60 )x1.00 +0.85x0.30x195.64Volume (V) =137.61M3

IIIGEDUNG B (BANGUNAN KANTOR BAGIAN)III.APEKERJAAN TANAH

1.Galian Tanah Biasa1,227.74M3120

Pekerjaan galian tanah biasa, terdiri atas :

b.Galian Pondasi Menerus (Pasangan Batu)

PONDASI MENERUSUKURANVOLUME (M3)abhLPondasi Menerus Type 11.301.600.601,411.201,227.74JUMLAH1,411.201,227.74

2.Urugan Kembali306.94M3120

Pekerjaan Urugan Kembali, adalah :25%xVolume Galian Tanah Biasa =25%x1,227.74 =306.94M3

3.Pemadatan Tanah (Per 20 cm) Alat306.94M3120

Pekerjaan Pemadatan Tanah (Per 20 cm) Alat dilakukan pada tanah urugan kembali =306.94M3

4.Urugan Pasir31.75M3120

Pekerjaan Urugan Pasir Dibawah Konstruksi Pondasi Menerus Setebal 5.00 Cm, terdiri atas :

PONDASI MENERUSUKURANVOLUME (M3)abhLPondasi Menerus Type 10.900.00.051,411.2031.752JUMLAH1,411.2031.752

III.BPEKERJAAN PASANGAN BATU

1.Pasangan Batu Kosong, t = 20 cm254.02M3120Diketahui :a =0.90mT =0.20mL =1,411.20m (Panjang)

Volume (V) =axTxLVolume (V) =0.90x0.20x1,411.20Volume (V) =254.02M3

2.Pasangan Batu Belah Camp. 1 : 4992.64M3120Diketahui :a =0.30mc =0.85mb =0.60md =1.00mL =1,411m (Panjang)e =0.30m

Volume (V) =0.5x (a +b )xd +cxexLVolume (V) =0.5x (0.30 +0.60 )x1.00 +0.85x0.30x1,411.20Volume (V) =992.64M3

1.Perhitungan Bekisting640.87M3120


Volume (V) =2 x (a +b)xcxnVolume (V) =Volume (V) =M2







b.Galian Struktur dengan kedalaman 0 - 2 meter

3.1.3Galian Struktur dengan kedalaman 0 - 2 meter1M370

a.Galian Abutment

IIIDIVISI 7. STRUKTUR

7.1 (7)Beton mutu sedang dengan fc= 20 MPa (K-250)1M37.2

Beton mutu sedang dengan fc= 20 MPa (K-250), terdiri atas :

1.Perletakan 2 buahDiketahui :a =0.30mb =1.10mc =0.30md =1.00m

Volume (V) =bx c +ax (d -c)x2Volume (V) =1.10x 0.30 +0.30x (1.00 -0.30)x2Volume (V) =1.08M3

2.Gelagar (Balok Induk)Diketahui :a =0.30mb =0.50mL =6.74m(Panjang Gelagar)n =11bh(Jumlah Gelagar)

Volume (V) =Lx (axb)xnVolume (V) =6.74x (0.30x0.50)x11Volume (V) =11.121M3

3.DiafragmaDiketahui :a =0.25mb =0.30mL =0.575m(Panjang Diafragma)n =30bh(Jumlah Unit Diafragma)

Volume (V) =Lx (axb)xnVolume (V) =0.575x (0.25x0.30)x30Volume (V) =1.29375M3

4.Plat Lantai Beton Diketahui :a =6.74m(Bentangan)b =10.20m(Lebar Jembatan)t =0.20m(Tebal plat lantai)

Volume (V) =ax bx tVolume (V) =6.74x 10.20x 0.20Volume (V) =13.7496M3

5.Trotoir ( 2 buah -- Kiri & Kanan)Diketahui :a =0.75m(Lebar Trotoir)b =0.25m(Tebal Trotoir)L =6.74m(Panjang Trotoir)n =2.00m(Jumlah Trotoir)

Volume (V) =ax bx Lx nVolume (V) =0.75x 0.25x 6.74x 2.00Volume (V) =2.5275M3

6.Tiang Sandaran JembatanDiketahui :a =0.18m(Dim. Panjang Rata-Rata)(0.21+0.15)/2b =0.15m(Dim. Lebar)H =1.10m(Tinggi Tiang Sandaran)n =8.00m(Jumlah Tiang Sandaran)

Volume (V) =ax bx Hx nVolume (V) =0.18x 0.15x 1.10x 8.00Volume (V) =0.2376M3

Tabel Rekapitulasi Volume Beton Mutu Sedang Dengan fc= 20 MPa (K-250) :

NOELEMEN BETONVOLUMESATUAN1Perletakan 2 buah1.08M32Gelagar (Balok Induk)11.12M33Diafragma1.29M34Plat Lantai Beton 13.75M35Trotoir ( 2 buah -- Kiri & Kanan)2.53M330.016Tiang Sandaran Jembatan0.24M322.81JUMLAH30.01M32,633,907.1360,077,972.99

7.9Pasangan Batu1M37.2

Pekerjaan Pasangan Batu, terdiri atas :

1.Abutment Arah TalloDiketahui :a =2.40me =2.00mL =10.50mb =1.10mf =0.80mc =0.30mg =0.25md =0.30mh =1.80m

Volume (V) =ax f +0.5x (h +b)xexLVolume (V) =2.40x 0.80 +0.5x (1.80 +1.10)x2.00x10.50Volume (V) =50.61M3

2.Abutment Arah BobongDiketahui :a =2.40me =2.00mL =10.50mb =1.10mf =0.80mc =0.30mg =0.25md =0.30mh =1.80m

Volume (V) =ax f +0.5x (h +b)xexLVolume (V) =2.40x 0.80 +0.5x (1.80 +1.10)x2.00x10.50Volume (V) =50.61M3

3.Wing Wall Arah Tallo ( 2 unit)Diketahui :a =1.00me =1.80mT =0.30m(Tbl. Wing)b =0.30mf =1.20mn =2.00Buahc =0.70mg =1.00md =2.00mh =2.00m

Volume (V) =dx (g +h) - (0.5xaxf) - (0.5xcxh) xTxn

Volume (V) =2.00x (1.00 +2.00) - (0.5x1.00x1.20) . - (0.5x0.70x2.00) x0.30x2

Volume (V) =2.82M3

4.Wing Wall Arah Bobong ( 2 unit)Diketahui :a =1.00me =1.80mT =0.30m(Tbl. Wing)b =0.30mf =1.20mn =2.00Buahc =0.70mg =1.00md =2.00mh =2.00m

Volume (V) =dx (g +h) - (0.5xaxf) - (0.5xcxh) xTxn

Volume (V) =2.00x (1.00 +2.00) - (0.5x1.00x1.20) . - (0.5x0.70x2.00) x0.30x2

Volume (V) =2.82M350.1423.801,350,234.312,633,907.135.Talud Oprit Arah Tallo --- Kiri67,700,748.3025.70Diketahui :Penampang AwalPenampang Akhir-67,700,722.60a =0.60ma =0.60mb =0.30mb =0.30mT =0.30m(Tbl. Wing)c =0.70mc =0.70mn =2.00Buahd =0.00md =0.00m140.25Volume (V) =dx (g +h) - (0.5xaxf) - (0.5xcxh) xTxn

Volume (V) =0.00x (ERROR:#REF! +ERROR:#REF!) - (0.5x0.60x) . - (0.5x0.70xERROR:#REF!) x0.30x2

Volume (V) =M3

7.3 (1)Baja Tulangan BJ 24 PolosKeterangan :Jumlah Gelagar =11.00Buah1M37.2Lebar Gelagar =0.30meterBaja Tulangan BJ 24 Polos, terdiri atas : Tinggi Gelagar =0.70meterBerat Besi Diam 25 =3.850kg/mPanjang Bentang (L) =6.00meterBerat Besi Diam 19 =2.224kg/m1.Tulangan Sengkang Gelagar dan Diafragma JembatanDecking (d') =0.050meterBerat Besi Diam 16 =1.577kg/mBerat Besi Diam 12 =0.887kg/mSEGMENDiam () mmPANJANG SEGMENLsegmennLtotalBrt/m'Berat Total (Kg)Berat Besi Diam 10 =0.616kg/mSegmen 1. Sengkang Gelagarabcde

1120.2000.6000.0300.00.01.66330547.800.887485.9254.78

2120.1500.2000.0300.00.00.768665.550.88758.156.555

000Segmen 2. Sengkang Diafragma

JUMLAH613.35544.07

Panjang Plat =6.00meterBerat Besi Diam 19 =2.224kg/mLebar Plat =10.50meterBerat Besi Diam 19 =2.224kg/m2.Tulangan Plat LantaiTebal Plat =0.200meterBerat Besi Diam 16 =1.577kg/mBerat Besi Diam 12 =0.887kg/mTul. MemanjangSEGMENDiam () mmPANJANG SEGMENLsegmennLtotalBrt/m'Berat Total (Kg)Berat Besi Diam 10 =0.616kg/mSegmen 1abcde

1125.9000.0750.00.00.06.0553317.630.887281.7531.7625

Segmen 22125.9000.0750.1500.00.06.3553333.380.887295.7233.3375

31210.400.0750.00.00.010.5530316.500.887280.7531.65041210.400.0750.00.00.010.5530316.500.887280.7531.65Tul. Melintang

Segmen 1

Segmen 2

JUMLAH1,284.001,138.96

Panjang Plat =10.50meterBerat Besi Diam 19 =2.224kg/mLebar Plat =1.10meterBerat Besi Diam 19 =2.224kg/m3.Tulangan Plat LandasanTebal Plat =0.300meterBerat Besi Diam 16 =1.577kg/mBerat Besi Diam 12 =0.887kg/mSEGMENDiam () mmPANJANG SEGMENLsegmennLtotalBrt/m'Berat Total (Kg)Berat Besi Diam 10 =0.616kg/mSegmen 1abcde

11210.400.0750.00.00.010.5516168.800.887149.7316.88

Segmen 221210.400.0750.2400.00.011.0312132.360.887117.4113.236

3121.0000.0750.2500.950.252.6053136.500.887121.0813.6500Segmen 3. Sengkang Plat Landasan

JUMLAH437.66388.222,071.25

7.3 (3)Baja Tulangan BJ 32 UlirKeterangan :Jumlah Gelagar =11.00Buah1M37.2Lebar Gelagar =0.30meterBaja Tulangan BJ 32 Ulir, terdiri atas : Tinggi Gelagar =0.70meterBerat Besi Diam 25 =3.850kg/mPanjang Bentang (L) =6.00meterBerat Besi Diam 19 =2.224kg/m1.Tulangan Memanjang Gelagar JembatanDecking (d') =0.075meterBerat Besi Diam 16 =1.577kg/mBerat Besi Diam 12 =0.887kg/mSEGMENDiam () mmPANJANG SEGMENLsegmennLtotalBrt/m'Berat Total (Kg)Berat Besi Diam 10 =0.616kg/mSegmen 1abcde

1195.8500.0750.00.00.06.0044.00264.002.224587.0726.4

Segmen 22195.8500.0750.5500.00.07.1044.00312.402.224694.7031.24

3191.5000.0750.5500.00.02.2088.00193.602.224430.5219.3604193.6000.0750.00.00.03.7544.00165.002.224366.9216.5Segmen 35165.8500.0750.00.00.06.0022.00132.001.577208.16

Segmen 4

Segmen 5JUMLAH935.002,287.37

Keterangan :Jumlah Diafragma =3.00Buah1M37.2Lebar Diafragma =0.25meterTinggi Diafragma =0.30meterBerat Besi Diam 25 =3.850kg/mPanjang Diafragma =5.75meterBerat Besi Diam 19 =2.224kg/m2.Tulangan Memanjang DiafragmaDecking (d') =0.050meterBerat Besi Diam 16 =1.577kg/mBerat Besi Diam 12 =0.887kg/mSEGMENDiam () mmPANJANG SEGMENLsegmennLtotalBrt/m'Berat Total (Kg)Berat Besi Diam 10 =0.616kg/mSegmen 1abcde

1165.6500.0750.00.00.05.8034.80201.841.577318.2920.184

Segmen 22165.6500.0750.2000.00.06.2037.20230.642.224512.8923.064

003,363.00JUMLAH432.48831.183,118.5621,086.79244.445,154,540.98

Pembangunan Kantor Bupati Tahap I&9Perhitungan Volume ; Halaman : - &P -Tahun Anggaran 2014

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RAB KANTOR BUPATI AWALRINCIAN RENCANA ANGGARAN BIAYA

Kegiatan: Pembangunan Prasarana Fisik Kantor Bupati Kabupaten Pulau TaliabuPekerjaan: Pembangunan Kantor Bupati Tahap ILokasi Pekerjaan: Kilong - Kec. Taliabu Barat - Kab. Pulau TaliabuTahun Perencanaan: 2014Waktu Rencana: 120 (Seratus Dua Puluh) Hari Kalender

SatuanHargaJumlah% Pek. Terhadap Biaya TotalNo.Uraian Jenis PekerjaanVolumeSatuanHarga( Rp. )( Rp. )abcdefg

I.PEKERJAAN AWAL91,327,682.00ERROR:#REF!1Pembuatan Direksi KeetM216.001,000,000.0016,000,000.00ERROR:#REF!2Pembuatan Gudang BahanM216.001,000,000.0016,000,000.00ERROR:#REF!3Penyediaan Air KerjaLs1.003,000,000.003,000,000.00ERROR:#REF!4Pengobatan/P3K & Perlengkapan Keselamatan KerjaLs1.001,500,000.001,500,000.00ERROR:#REF!5Papan nama proyekBh1.00300,000.00300,000.00ERROR:#REF!6Pengukuran dan Pemasangan Bouwplank M1708.0077,016.5054,527,682.00ERROR:#REF!8,250,000,000.00II.GEDUNG A (BANGUNAN UTAMA KANTOR BUPATI)ERROR:#REF!ERROR:#REF!ERROR:#REF!II.A.PEKERJAAN TANAH DAN LANTAI KERJA102,867,726.76ERROR:#REF!ERROR:#REF!1Galian Tanah BiasaM3640.87138,187.5088,559,877.66ERROR:#REF!ERROR:#REF!2Urugan KembaliM3160.2222,110.003,542,395.11ERROR:#REF!ERROR:#REF!3Pemadatan Tanah (Per 20 cm) Dengan AlatM3160.2228,888.324,628,396.51ERROR:#REF!4Urugan Pasir Dibawah Konstruksi Poer dan Pondasi Menerus M311.37195,415.002,221,062.46ERROR:#REF!5Lantai Kerja ; t = 5 CmM36.48604,786.883,915,995.02ERROR:#REF!

II.B.PEKERJAAN BETON BERTULANG (MUTU BETON K-250) DAN BETON TUMBUK/RABATERROR:#REF!ERROR:#REF!(a)Lantai Dasar3,764,977,199.21ERROR:#REF!1Cor Pondasi Telapak Uk. 1.50 x 1.50 x 0.60 m ( Besi =159.78Kg/m3 )M318.906,217,625.16117,513,115.57ERROR:#REF!2Cor Pondasi Telapak Uk. 1.00 x 1.00 x 0.60 m ( Besi =187.87Kg/m3 )M332.406,952,652.24225,265,932.62ERROR:#REF!3Cor Pondasi Telapak Uk. 1.00 x 1.00 x 0.40 m ( Besi =195.81Kg/m3 )M317.607,164,846.17126,101,292.63ERROR:#REF!4Cor Kolom Pendek uk. 90/90 Cm( Besi =198.27Kg/m3 )M36.807,393,557.3050,305,763.86ERROR:#REF!5Cor Kolom Pendek uk. 60/60 Cm( Besi =213.55Kg/m3 )M38.218,249,162.2367,709,123.55ERROR:#REF!6Cor Kolom Pendek uk. 40/60 Cm( Besi =180.20Kg/m3 )M32.308,116,808.8818,701,127.65ERROR:#REF!7Cor Kolom Pendek uk. 40/40 Cm( Besi =199.46Kg/m3 )M34.328,262,542.3135,694,182.78ERROR:#REF!8Cor Sloof uk. 30/80 Cm( Besi =200.27Kg/m3 )M390.477,488,993.07677,517,820.16ERROR:#REF!9Cor Sloof uk. 30/60 Cm( Besi =182.43Kg/m3 )M3137.717,131,487.88982,089,319.16ERROR:#REF!10Cor Sloof Pinggir uk. 15/40 Cm( Besi =128.59Kg/m3 )M35.246,660,778.1234,929,120.47ERROR:#REF!11Cor Kolom Lantai Dasar uk. 90/90 Cm( Besi =185.41Kg/m3 )M368.046,887,544.52468,628,529.29ERROR:#REF!12Cor Kolom Lantai Dasar uk. 60/60 Cm( Besi =201.65Kg/m3 )M366.487,671,718.45510,052,666.75ERROR:#REF!13Cor Kolom Lantai Dasar uk. 40/60 Cm( Besi =178.92Kg/m3 )M318.666,733,240.55125,658,428.41ERROR:#REF!14Cor Kolom Lantai Dasar uk. 40/40 Cm( Besi =151.70Kg/m3 )M334.997,197,735.81251,863,171.54ERROR:#REF!8.92515Cor Plat Tangga (Termasuk Anak Tangga)( Besi =147.20Kg/m3 )M39.316,186,446.1457,621,982.51ERROR:#REF!16Cor Bordes Tangga ; t = 0.18 Cm( Besi =103.36Kg/m3 )M32.396,420,386.1615,325,622.27ERROR:#REF!5433571292.660%

(b)Lantai 2ERROR:#REF!ERROR:#REF!1220.248751Cor Balok uk. 30/80 Cm( Besi =184.05Kg/m3 )M323.637,301,277.90172,562,782.69ERROR:#REF!1220.248752Cor Balok uk. 30/60 Cm( Besi =204.83Kg/m3 )M367.767,880,705.27534,010,711.01ERROR:#REF!1220.248753Cor Balok uk. 25/40 Cm( Besi =158.66Kg/m3 )M30.957,913,016.447,477,800.54ERROR:#REF!4Cor Balok uk. 15/60 Cm( Besi =132.85Kg/m3 )M31.006,764,675.966,794,440.53ERROR:#REF!5Cor Balok uk. 15/80 Cm( Besi =144.74Kg/m3 )M31.327,013,299.239,228,099.13ERROR:#REF!6Cor Lantai 2 ; t = 0.12 m( Besi =151.01Kg/m3 )M3146.437,068,118.901,034,983,589.61ERROR:#REF!1217.078757Cor Deck ; t = 0.11 m( Besi =127.02Kg/m3 )M3108.266,650,551.00720,000,974.74ERROR:#REF!146.049458Cor Kolom Lantai 2 uk. 60/60 Cm( Besi =ERROR:#REF!Kg/m3 )M3ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!9Cor Kolom Lantai 2 uk. 40/60 Cm( Besi =166.39Kg/m3 )M3ERROR:#REF!6,471,233.73ERROR:#REF!ERROR:#REF!10Cor Kolom Lantai 2 uk. 40/40 Cm( Besi =ERROR:#REF!Kg/m3 )M3ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!11Cor Ring Balok uk. 25/60 Cm( Besi =ERROR:#REF!Kg/m3 )M3ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!12Cor Ring Balok uk. 25/40 Cm( Besi =ERROR:#REF!Kg/m3 )M3ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!

II.C.PEKERJAAN PASANGAN BATU158,089,865.58ERROR:#REF!4516.853%1Pasangan Batu Kosong, t = 20 cmM333.18552,997.5018,348,288.94ERROR:#REF!2Pasangan Batu Belah Camp. 1 : 4M3137.611,015,492.50139,741,576.64ERROR:#REF!

III.GEDUNG B (BANGUNAN KANTOR BAGIAN)502,895,054.59ERROR:#REF!ERROR:#REF!ERROR:#REF!III.A.PEKERJAAN TANAH 71,875,108.53ERROR:#REF!ERROR:#REF!1Galian Tanah BiasaM3460.76138,187.5063,671,922.60ERROR:#REF!ERROR:#REF!2Urugan KembaliM3115.1922,110.002,546,876.90ERROR:#REF!ERROR:#REF!3Pemadatan Tanah (Per 20 cm) Dengan AlatM3115.1928,888.323,327,679.67ERROR:#REF!4Urugan Pasir Dibawah Konstruksi Pondasi Menerus M311.92195,415.002,328,629.35ERROR:#REF!

III.B.PEKERJAAN PASANGAN BATU431,019,946.06ERROR:#REF!ERROR:#REF!1Pasangan Batu Kosong, t = 20 cmM395.33552,997.5052,717,599.24ERROR:#REF!2Pasangan Batu Belah Camp. 1 : 4M3372.531,015,492.50378,302,346.81ERROR:#REF!

IV.PEKERJAAN AKHIR3,500,000.00ERROR:#REF!ERROR:#REF!1Dokumentasi Pekerjaan dan As Built DrawingLs1.002,500,000.002,500,000.00ERROR:#REF!2Pembersihan akhirLs1.001,000,000.001,000,000.00ERROR:#REF!

JumlahERROR:#REF!ERROR:#REF!9,565,465,076.055PPn 10%ERROR:#REF!TotalERROR:#REF!DibulatkanERROR:#REF!Terbilang :... Rupiah

&9Halaman : &P

REKAPRENCANA ANGGARAN BIAYA (RAB)Program: Pembangunan Prasarana Pemerintah DaerahKegiatan: Pembangunan Kantor Bupati Pulau TaliabuPekerjaan: Pembangunan Gedung Kantor BupatiLokasi Pekerjaan: Kilong - Kec. Taliabu Barat - Kab. Pulau TaliabuTahun Perencanaan: 2014Waktu Rencana: 120 (Seratus Dua Puluh) Hari Kalender

Uraian Jenis PekerjaanJumlah% Pekerjaan Terhadap Biaya TotalNo.Harga( Rp. )abcd

I.PEKERJAAN AWAL91,327,682.001.28%

II.GEDUNG A (BANGUNAN UTAMA KANTOR BUPATI)6,510,993,189.7991.59%II.A.PEKERJAAN TANAH DAN LANTAI KERJA102,867,726.761.45%II.B.PEKERJAAN BETON BERTULANG (MUTU BETON K-250) DAN BETON TUMBUK/RABAT6,250,035,597.4587.92%II.C.PEKERJAAN PASANGAN BATU158,089,865.582.22%

III.GEDUNG B (BANGUNAN KANTOR BAGIAN)502,895,054.597.07%III.A.PEKERJAAN TANAH 71,875,108.531.01%III.B.PEKERJAAN PASANGAN BATU431,019,946.066.06%

IV.PEKERJAAN AKHIR3,500,000.000.05%

JumlahRp7,108,715,926.38100.00%7,108,715,926.38PPn 10%Rp710,871,592.64TotalRp7,819,587,519.01DibulatkanRp7,819,587,000.00Terbilang :Delapan Milyar Dua Ratus Lima Puluh Juta Dua Ratus Delapan Puluh Enam Ribu Rupiah


Konsultan Perencana

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SatuanHargaJumlahJumlahNo.Uraian Jenis PekerjaanVolumeSatuanHargaHarga( Rp. )( Rp. )( Rp. )abcdeff

I.PEKERJAAN AWAL2,233,478.50172,014,696,895.251Pembuatan direksi keetM29.0077,016.50693,148.5053,383,871,450.252Pembuatan Gudang BahanM220.0077,016.501,540,330.00118,630,825,445.002Pengobatan/P3K & Perlengkapan Keselamatan KerjaLs1.000.00.03Papan nama proyekBh4.000.00.04Uitzeet, BouwplankLs1.000.00.0

II.PEK. BRONCAPTERING0.00.0a. Pekerjaan Tanah0.00.01Galian Tanah KerasM392.000.00.02Urugan TanahM326.000.00.03Urugan PasirM33.800.00.0

b. Pekerjaan Beton, Pasangan, Plesteran0.00.01Beton Tumbuk 1pc:3ps:5kr, lantai kerjaM31.200.00.02Beton Bertulang K-225, bak broncapM325.020.00.03Beton Bertulang K-225, gredchamberM35.260.00.04Dinding pas. 1/2 bata, 1:3M246.800.00.05Plesteran 1:3M2213.600.00.06Pasangan Batu, 1:4M334.200.00.07Pas. Batu kosong, 10-20 cmM370.000.00.08Kerikil penyaring, 1-3 cmM321.000.00.0

c. Pekerjaan Pipa & Acc Broncaptering0.00.01Pipa GIP 200 mm, OutletM16.000.00.02Pipa Lateral Berlubang PE 150 mm, InletM130.000.00.03Pipa GIP 150 mm, PengurasM13.000.00.04Gate Value 200 mm + Acc (terpasang)Unit1.000.00.05Gate Value 150 mm + Acc (terpasang)Unit1.000.00.06Gate Value 100 mm + Acc (terpasang)Unit1.000.00.07V-NotchUnit1.000.00.08Pipa Udara GIP 75 mmBh1.000.00.09Elbow GIP 200 mm, PeluapBh2.000.00.010Flanged GIP 200 mmBh2.000.00.011Flanged GIP 150 mmBh2.000.00.012Angker Tangga 22 mmUnit4.000.00.013Bak Chamber (150x80x130cm)Unit2.000.00.014Penutup Chamber/Manhole 70x70 Plat Eser 3 mm (lengkap)Unit2.000.00.015Pintu Besi Gredchamber (lengkap)Unit1.000.00.016Saluran Air Hujan 30x40 cmM120.000.00.017Saluran Air Hujan 40x60 cmM140.000.00.018Pipa + Kran AirUnit1.000.00.019Tangki Clorin & InstalasiUnit1.000.00.0

d. Pekerjaan Finishing0.00.01AcianM2213.600.00.02Pengecatan Dinding Luar (cat tembok)M2156.400.00.03Pengecatan Dinding Dalam (cat waterproofing)M257.200.00.04Pengecatan BesiM24.200.00.0

III.PEK. BAK PELEPAS TEKANAN (BPT)0.00.0a. Pekerjaan Tanah0.00.01Galian Tanah KerasM312.000.00.02Urugan TanahM34.200.00.03Urugan PasirM30.860.00.0

b. Pekerjaan Beton, Pasangan, Plesteran0.00.01Beton Tumbuk 1pc:3ps:5kr, lantai kerjaM31.200.00.02Beton Bertulang K-225M39.850.00.03Plesteran 1pc:3psM294.100.00.04Angker Tangga 22 mmUnit2.000.00.05Saluran Air Hujan 30x40 cmM120.000.00.0

c. Pekerjaan Pipa & Acc0.00.01Pipa GIP 200 mm, OutletM112.000.00.02Pipa GIP 150 mm, PengurasM12.000.00.03Gate Value 200 mm + Acc (terpasang)Unit4.000.00.04Gate Value 150 mm + Acc (terpasang)Unit1.000.00.05Pipa Udara GIP 75 mmBh2.000.00.06Elbow GIP 200 mmBh3.000.00.07Flanged GIP 200 mmBh22.000.00.0

abcdeff

8Flanged GIP 150 mmBh2.000.00.09All Flanged Tee GIP 200 mmBh2.000.00.010Reducer 150x100 mmBh2.000.00.011Angker Tangga 22 mmUnit2.000.00.012Bak ChamberUnit4.000.00.013Penutup Chamber/Manhole 60x60 Plat Eser 3 mm (lengkap)Unit6.000.00.0

d. Pekerjaan Finishing0.00.01AcianM294.100.00.02Pengecatan Dinding Luar (cat tembok)M228.000.00.03Pengecatan Dinding Dalam (cat waterproofing)M236.000.00.04Pengecatan BesiM22.400.00.0

`V.PEK. JARINGAN PIPA0.00.0A. PIPA TRANSMISI UTAMAM13,320.00Pipa GIP 200 mm0.00.01Pengad/pas Pipa GIP (SCH 40) 200 mmM11,200.000.00.02Pengadaan/pas Pipa GIP (SCH 40) 200 mm, (melayangM1820.000.00.0dgn tiang penyangga)

Pipa HDPE 200 mm (pemasangan tanpa pasir urug)0.00.01Galian TanahM702.000.00.02Urugan TanahM520.000.00.03Pemadatan TanahM520.000.00.04Pengadaan/Pas Pipa HDPE 200 mm (PN10-SDR17)M11,300.000.00.0

Asesories Jaringan Transmisi Utama0.00.01Wash Out 200 mmUnit5.000.00.02Air Valve 200 mmUnit8.000.00.03Band All Flanged GIP 200 mm, 90Bh8.000.00.04Band All Flanged GIP 200 mm, 45Bh42.000.00.05Band PE 200 mm, 90Bh10.000.00.06Band PE 200 mm, 45Bh15.000.00.0

`VI.PEKERJAAN AKHIR0.00.01Pembersihan akhirLs1.000.00.02Penanaman PohonPhn100.000.00.03Running TestLs1.000.00.0

JumlahRp2,233,478.50Rp172,014,696,895.25PPn 10%Rp223,347.85Rp17,201,469,689.53TotalRp2,456,826.35Rp189,216,166,584.78Dibulatkan0.0Rp189,200,000,000.00Terbilang :..................................

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BOQREKAPITULASI DAFTAR KUANTITAS DAN HARGA

Pekerjaan:Lokasi: Kota TomohonTahun Anggaran: 2011Paket: ( I ) Satu

JumlahJumlahNo.Uraian Jenis PekerjaanHargaHarga( Rp. )( Rp. )abcc

I.PEKERJAAN AWAL2,233,478.50172,014,696,895.25

II.PEK. BRONCAPTERING0.00.0

III.PEK. BAK PELEPAS TEKANAN (BPT)0.00.0

V.PEK. JARINGAN PIPA0.00.0

VI.PEKERJAAN AKHIR0.00.0

Rp2,233,478.50Rp172,014,696,895.25PPn 10%Rp223,347.85Rp17,201,469,689.53TotalRp2,456,826.35Rp189,216,166,584.78Dibulatkan0.0Rp189,210,000,000.00Terbilang :..................................

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RAB KANTOR BUPATI FIXRINCIAN RENCANA ANGGARAN BIAYA

Program: Pembangunan Prasarana Pemerintah DaerahKegiatan: Pembangunan Kantor Bupati Pulau TaliabuPekerjaan: Pembangunan Gedung Kantor BupatiLokasi Pekerjaan: Kilong - Kec. Taliabu Barat - Kab. Pulau TaliabuTahun Perencanaan: 2014Waktu Rencana: 120 (Seratus Dua Puluh) Hari Kalender

SatuanHargaJumlah% Pek. Terhadap Biaya TotalNo.Uraian Jenis PekerjaanVolumeSatuanHarga( Rp. )( Rp. )abcdefg

I.PEKERJAAN AWAL91,327,682.001.285%1Pembuatan Direksi KeetM216.001,000,000.0016,000,000.000.225%2Pembuatan Gudang BahanM216.001,000,000.0016,000,000.000.225%3Penyediaan Air KerjaLs1.003,000,000.003,000,000.000.042%4Pengobatan/P3K & Perlengkapan Keselamatan KerjaLs1.001,500,000.001,500,000.000.021%5Papan nama proyekBh1.00300,000.00300,000.000.004%6Pengukuran dan Pemasangan Bouwplank M1708.0077,016.5054,527,682.000.767%8,250,000,000.00II.GEDUNG A (BANGUNAN UTAMA KANTOR BUPATI)6,510,993,189.7991.592%6,602,320,871.79II.A.PEKERJAAN TANAH DAN LANTAI KERJA102,867,726.761.447%660,232,087.181Galian Tanah BiasaM3640.87138,187.5088,559,877.661.246%7,262,552,958.972Urugan KembaliM3160.2222,110.003,542,395.110.050%987,447,041.033Pemadatan Tanah (Per 20 cm) Dengan AlatM3160.2228,888.324,628,396.510.065%4Urugan Pasir Dibawah Konstruksi Poer dan Pondasi Menerus M311.37195,415.002,221,062.460.031%5Lantai Kerja ; t = 5 CmM36.48604,786.883,915,995.020.055%

II.B.PEKERJAAN BETON BERTULANG (MUTU BETON K-250) DAN BETON TUMBUK/RABAT6,250,035,597.4587.921%(a)Lantai Dasar3,764,977,199.2152.963%1Cor Pondasi Telapak Uk. 1.50 x 1.50 x 0.60 m ( Besi =159.78Kg/m3 )M318.906,217,625.16117,513,115.571.653%2Cor Pondasi Telapak Uk. 1.00 x 1.00 x 0.60 m ( Besi =187.87Kg/m3 )M332.406,952,652.24225,265,932.623.169%3Cor Pondasi Telapak Uk. 1.00 x 1.00 x 0.40 m ( Besi =195.81Kg/m3 )M317.607,164,846.17126,101,292.631.774%4Cor Kolom Pendek uk. 90/90 Cm( Besi =198.27Kg/m3 )M36.807,393,557.3050,305,763.860.708%5Cor Kolom Pendek uk. 60/60 Cm( Besi =213.55Kg/m3 )M38.218,249,162.2367,709,123.550.952%6Cor Kolom Pendek uk. 40/60 Cm( Besi =180.20Kg/m3 )M32.308,116,808.8818,701,127.650.263%7Cor Kolom Pendek uk. 40/40 Cm( Besi =199.46Kg/m3 )M34.328,262,542.3135,694,182.780.502%8Cor Sloof uk. 30/80 Cm( Besi =200.27Kg/m3 )M390.477,488,993.07677,517,820.169.531%9Cor Sloof uk. 30/60 Cm( Besi =182.43Kg/m3 )M3137.717,131,487.88982,089,319.1613.815%10Cor Sloof Pinggir uk. 15/40 Cm( Besi =128.59Kg/m3 )M35.246,660,778.1234,929,120.470.491%11Cor Kolom Lantai Dasar uk. 90/90 Cm( Besi =185.41Kg/m3 )M368.046,887,544.52468,628,529.296.592%12Cor Kolom Lantai Dasar uk. 60/60 Cm( Besi =201.65Kg/m3 )M366.487,671,718.45510,052,666.757.175%13Cor Kolom Lantai Dasar uk. 40/60 Cm( Besi =178.92Kg/m3 )M318.666,733,240.55125,658,428.411.768%14Cor Kolom Lantai Dasar uk. 40/40 Cm( Besi =151.70Kg/m3 )M334.997,197,735.81251,863,171.543.543%8.92515Cor Plat Tangga (Termasuk Anak Tangga)( Besi =147.20Kg/m3 )M39.316,186,446.1457,621,982.510.811%16Cor Bordes Tangga ; t = 0.18 Cm( Besi =103.36Kg/m3 )M32.396,420,386.1615,325,622.270.216%5433571292.660%

(b)Lantai 22,485,058,398.2434.958%1220.248751Cor Balok uk. 30/80 Cm( Besi =184.05Kg/m3 )M323.637,301,277.90172,562,782.692.427%1220.248752Cor Balok uk. 30/60 Cm( Besi =204.83Kg/m3 )M367.767,880,705.27534,010,711.017.512%1220.248753Cor Balok uk. 25/40 Cm( Besi =158.66Kg/m3 )M30.957,913,016.447,477,800.540.105%4Cor Balok uk. 15/60 Cm( Besi =132.85Kg/m3 )M31.006,764,675.966,794,440.530.096%5Cor Balok uk. 15/80 Cm( Besi =144.74Kg/m3 )M31.327,013,299.239,228,099.130.130%6Cor Lantai 2 ; t = 0.12 m( Besi =151.01Kg/m3 )M3146.437,068,118.901,034,983,589.6114.559%1217.078757Cor Deck ; t = 0.11 m( Besi =127.02Kg/m3 )M3108.266,650,551.00720,000,974.7410.128%146.04945

II.C.PEKERJAAN PASANGAN BATU158,089,865.582.224%4516.853%1Pasangan Batu Kosong, t = 20 cmM333.18552,997.5018,348,288.940.258%2Pasangan Batu Belah Camp. 1 : 4M3137.611,015,492.50139,741,576.641.966%

III.GEDUNG B (BANGUNAN KANTOR BAGIAN)502,895,054.597.074%ERROR:#REF!7.074%III.A.PEKERJAAN TANAH 71,875,108.531.011%ERROR:#REF!1Galian Tanah BiasaM3460.76138,187.5063,671,922.600.896%ERROR:#REF!2Urugan KembaliM3115.1922,110.002,546,876.900.036%ERROR:#REF!3Pemadatan Tanah (Per 20 cm) Dengan AlatM3115.1928,888.323,327,679.670.047%4Urugan Pasir Dibawah Konstruksi Pondasi Menerus M311.92195,415.002,328,629.350.033%

III.B.PEKERJAAN PASANGAN BATU431,019,946.066.063%6.063%1Pasangan Batu Kosong, t = 20 cmM395.33552,997.5052,717,599.240.742%2Pasangan Batu Belah Camp. 1 : 4M3372.531,015,492.50378,302,346.815.322%

IV.PEKERJAAN AKHIR3,500,000.000.049%0.049%1Dokumentasi Pekerjaan dan As Built DrawingLs1.002,500,000.002,500,000.000.035%2Pembersihan akhirLs1.001,000,000.001,000,000.000.014%

JumlahRp7,108,715,926.38100.000%9,565,465,076.055PPn 10%Rp710,871,592.64TotalRp7,819,587,519.01DibulatkanRp7,819,587,000.00Terbilang :Delapan Milyar Dua Ratus Lima Puluh Juta Dua Ratus Delapan Puluh Enam Ribu Rupiah


Konsultan Perencana

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RAB KANTOR BAPPEDADAFTAR KUANTITAS DAN HARGAKegiatan: Perencanaan Pengembangan InfrastrukturPekerjaan: Pembangunan Kantor SKPD Pemerintah Kab. Pulau TaliabuLokasi Pekerjaan: Kilong - Kec. Taliabu Barat - Kab. Pulau TaliabuTahun Perencanaan: 2014

LANTAI ILANTAI IILOBBYCAR PORTSELASARBINA MARGATATA KOTALOBBYRUANG PERTEMUANSELASARSEKRETARIATBIDANG CIPTA KARYARUANG KADISBIDANG PENGAIRANNO.J E N I S P E K E R J A A NSAT.VOLUMEHARGA SATUAN (Rp.)JUMLAH HARGA (Rp.)1233A4567891010A1111A1212+1233A44a5678910111212A12+AA1BB1CDD1EFGHH1II1JKABB1CDD1EFGG1HIJKKABIDKASIE PEMELHRN JLN JEMBKASIE PEMB JLN JEMBKASIE PERENCRG RAPAT BERSAMARG STAFFWC / KMKABIDKASIE BERSIH DAMKARKASIE JASA KONSTRKASIE PERENC TT RUANGRG RAPAT BERSAMARG STAFFWC/KMPERPUSTAKAANRUANG ARSIPDHARMA WANITAWC/KMTANGGALORONGWORK SHOPGUDANGISTIRAHAT SECURITYPHOTO COPYKANTINMUSHOLLAHWUDHUWC/KMSEKRETARISKASUBAG UMUMKASUBAG PROGRAMKASIE PERENCBENDAHARAKASUBAG KEUANGANRUANG STAFFWC / KMKABIDKASIE PERUM PEMUKMKASIEKASIERG RAPAT BERSAMARG STAFFWC/KMKADISSECURITYRUANG RAPATDATA CENTREWC/KMKABIDKASIE PEMBERDAYAAN SDAKASIE PEMBANGNN SDAKASIE PERENC SDARG RAPAT BERSAMARG STAFFWC/KM

APEMBANGUNAN GEDUNG KANTOR BAPPEDALuas Lantai:1,633.00M2IPEKERJAAN PERSIAPAN63,320,000.001Pembuatan Direksi KeetM216.001,000,000.0016,000,000.002Pembuatan Gudang BahanM224.001,000,000.0024,000,000.003Penyediaan Air KerjaLs1.006,500,000.006,500,000.004Pengobatan/P3K & Perlengkapan Keselamatan KerjaLs1.003,000,000.003,000,000.005Papan nama proyekBh1.00500,000.00500,000.006Pengukuran dan Pemasangan Bouwplank M1180.0074,000.0013,320,000.00

IIPEKERJAAN GALIAN/URUGAN121,141,638.301Galian Tanah Pondasi M3694.1793,307.5064,771,267.28Pondasi Batu Gunung0.9406.5365.8527186615333019.51.5310.513.52793624966243312127.5612Pondasi Telapak 1,5x1,5x24.532144024622623131Pondasi Telapak 1,2x1,2x22.8864184.321010445575592Urugan Tanah KembaliM3173.5425,345.834,398,579.283Urugan Tanah Di Bawah LantaiM3172.80195,415.0033,767,712.00Total Luas Lantai8640.2172.84Urugan Pasir Di Bawah PondasiM332.68195,415.006,385,380.54Pondasi Batu Gunung0.04406.516.26Pondasi Telapak 1,5x1,5x20.225327.2Pondasi Telapak 1,2x1,2x20.144649.2165Urugan Pasir Di Bawah LantaiM360.48195,415.0011,818,699.20Total Luas Lantai8640.0760.48

IIIPEKERJAAN PASANGAN3,310,540,931.111Pas. Batu KosongM354.88529,897.5029,079,450.06Pondasi Batu Gunung0.135406.554.87752Pas. Batu Belah/Gunung SP. 1:4M2243.901,042,992.50254,385,870.75Pondasi Batu Gunung0.6406.5243.93Pas. Batu Bata Trasram 1 : 3M2162.00249,745.1040,458,706.20WC KM Lt 11061.590WC KM Lt 2861.5724Pas. Batu Bata 1 : 4M23,535.67242,907.50858,840,274.71Lantai 1t=4.57053172.524186615333031.5310.513.527271266315242413.5310.51.52792436127.5915.52494.59612182499127.51221274126624Dikurangi :Lubang Teras :305.8Tampak Depan43.87Tampak S Kiri102.66Tampak Belakang56.61Tampak S. Kanan102.66PU18.14118.141PJV 18.23216.4611PV 23.96415.84112PV 33.05618.3114P 41.6469.841122JV 13.5700JV21.8535.55111JV34.126106.63113882V 10.6921.3811V 20.6921.382JV 40.9400193.49

Lantai 2t=4.63541628.412933324217.57.522.5333912159249636243097.5312DikurangiLubang Teras215.84Tampak Depan29.73Tampak S Kiri71.41Tampak Belakang43.29Tampak S. Kanan71.41PU18.1400PJV 18.23216.4611PV 23.96519.8122PV 33.05927.4521114P 41.64813.1211222JV 13.5700JV21.8523.711JV34.11769.7311381V 10.6921.3811V 20.6900JV 40.9465.6433157.255Plesteran Dinding Trasram 1 : 3M2324.0063,741.4820,652,239.526Plesteran Beton 1 : 3M241.0063,741.482,613,400.687Plesteran Dinding 1 : 5M27,071.3459,434.32420,280,046.658Acian Dinding/BetonM26,544.1436,245.00237,192,245.579Tegel Keramik Homogenous Tile 60x60M21,541.29509,668.50785,546,962.37Luas Lantai1728Luas KM/wc6010Tegel Keramik Motif Batu Alam 40x40M256.71422,284.5023,947,754.0011Tegel Keramik 30 x 30 anti slip KM/WCM260.00321,695.0019,301,700.0012Tegel Keramik Dinding 30x60 untuk ruang km/wcM2240.00397,496.0095,399,040.0013Tegel Keramik Dinding Batu Alam 40x40M273.30527,164.0038,639,012.54Tampak Depan20.36Tampak Samping20.36Tampak Samping Kanan20.36Tampak Belakang20.36

14Tegel Keramik Dinding Motif Marmer 40x40M2213.90546,524.00116,903,123.17Tampak Depan72.23Tampak Samping54.68Tampak Samping Kanan54.68Tampak Belakang56.08

15Tegel Plint Keramik 10x60M11,849.50176,530.20326,492,604.90Panjang Dinding Bata21180Dikurangi (hanya 1 Sisi)268.51.5274.59271.51.5151.51.5277.534.510.5271.51.5156276636966616Reiling Tangga Stainlees SteelM127.53850,000.0023,400,500.0017Reiling Balkon & Void Stainlees SteelM120.48850,000.0017,408,000.00

IVPEKERJAAN BETON3,198,890,023.55121Kolom Struktur SP. 1:2:3 M3129.738,768,122.001,137,503,898.95Kolom 40 x 40t=6.671.06724143.7552626468333t=4.250.683221.76622483133Kolom 20 x 60t=6.670.80043225.61281222222222224.250.512010.22222222222Kolom 20 x 40t=4.550.364248.73642224231224.250.34227.484444222Kolom L1t=11.547.6164430.465622Kolom L2t=11.542.30824.61622Kolom Praktis SP. 1:2:3M1211.78110,517.0023,405,013.97t=4.550.05505523104.65225412322t=4.250.05142534144.54227812443Balok Beton SP.1:2:3M378.678,138,091.50640,203,313.08Balok Induk 30x600.18409.573.7112121212302433241212121227339242424331212127.512Balok Anak 20x400.08235.518.84333331.51.540.540.51.533333153126663333334Cor Balok Latei SP. 1:2:3M1472.80110,517.0052,252,437.60Lantai 1238126306630612152724972412336Lantai 2254.5127.530211216.5306121592491.572463365Ring Balok SP. 1:2:3M320.747,049,152.00146,171,215.87Ukuran 20x300.0636021.612933327214.57.522.53339121592496362433127.53126Sloof Beton SP. 1:2:3M335.046,696,338.00234,619,594.51Ukuran 20x300.061297.743939152763Ukuran 30x400.1227933.481293321916.52133912992496243312127.5127Cor Plat Telapak SP.1:2:3M341.865,414,717.00226,664,385.39Ukuran 1,5x1,5x300.6753221.6Ukuran 1,2x1,2x300.4326427.6488Cor Plat Lantai Tbl=12cmM395.285,843,447.50556,763,677.809Cor Plat Tangga Termasuk Anak Tangga M312.706,009,767.5076,304,159.11Lebar Tangga2.72.50299.2079Tebal0.15Panjang6.18Anak Tangga0.03171.377

Lebar Tangga1.52bh2.781Tebal0.15Panjang6.18Anak Tangga0.0370.63

Pondasi Tangga L 2.7Dinding1.0531.593Pondasi Tangga0.54

Balok Bordes L 2.70.324

Lebar Tangga1.21.37679069773.4887906977Tebal0.15Panjang7.6488372093Anak Tangga0.03240.864


Balok Bordes L 4.50.5410Cor Lantai Kerja 1:3:5 Tbl=7cm M382.061,279,549.47105,002,327.26Dibawah PondasiPondasi Telapak 1,5x1,5x20.1575325.04Pondasi Telapak 1,2x1,2x20.1008646.4512Dibawah LantaiTotal Luas Lantai10570.0773.99

VPEK. KOSEN/PINTU/JENDELA/VENTILASI192,264,672.501Pintu Swing Utama, Kaca Temper tbl 12 mm, Pintu Utama (Type P)Unit2.0017,150,000.0034,300,000.00Lengkap Handel Stainlees, Floor Hing, Engsel Kolf2Kosen Ky Kls I Pintu Jendela M31.9712,844,012.5025,321,652.11PU0.31046400PJV 10.17241600PV 20.0825600PV 30.076800P 40.0633600JV 10.1267200JV20.076800JV30.134481.07528V 10.0364800V 20.0364800JV 40.08764890.7888323333Pintu Panel Ky Kls IM231.75836,000.0026,544,672.00PJV 13.92000000000000000000000000000000000000000000000000000000PV 22.94000000000000000000000000000000000000000000000000000000PV 32.205000000000000000000000000000000000000000000000000000000P 41.715000000000000000000000000000000000000000000000000000000

4Jendela Bingkai Kaca Kayu Kls IM25.85598,785.003,500,736.62JV 11.74000000000000000000000000000000000000000000000000000000JV20.87000000000000000000000000000000000000000000000000000000JV32.03816.2408000000000000000000000000000000000000000000000000005Ventilasi Jalusi Kayu Kls IIM28.21523,215.004,294,548.72PJV 10.80000000000000000000000000000000000000000000000000000000PV 20.60000000000000000000000000000000000000000000000000000000PV 30.450000000000000000000000000000000000000000000000000000000JV 10.60000000000000000000000000000000000000000000000000000000JV20.30000000000000000000000000000000000000000000000000000000JV30.785.608000000000000000000000000000000000000000000000000000V 10.250000000000000000000000000000000000000000000000000000000V 20.500000000000000000000000000000000000000000000000000000006Kaca Mati Rayban 5 mmM2200.62490,000.0098,303,063.04PU7.5686000000000000000000000000000000000000000000000000000000PJV 14.161000000000000000000000000000000000000000000000000000000PV 21.024000000000000000000000000000000000000000000000000000000PV 30.896000000000000000000000000000000000000000000000000000000JV 11.805000000000000000000000000000000000000000000000000000000JV20.902000000000000000000000000000000000000000000000000000000JV32.167817.3360800000000000000000000000000000000000000000000000000V 10.25000000000000000000000000000000000000000000000000000000JV 40.68396.1470000000000000000030030000000000000000000300000000000

VIPEKERJAAN ATAP/LISTPLANK678,175,829.161Rangka Kuda-kuda Baja RinganM21,302.67325,000.00423,369,186.05264082502Atap Steel Gelombang SpandecM21,302.67161,271.00210,083,606.16528024003Nok Steel 1,05M1119.3339,952.004,767,395.044Talang Atap (Jurai Dalam)M137.84174,666.256,608,672.2443205Listplank GRC 2,5/10 & 2,5/28 M1253.69131,450.0033,346,969.679600

VIIPEKERJAAN PLAFOND367,311,818.001Pek. Rangka Plafond HollowM21,753.0034,500.0060,478,500.002Penutup Plafond Gibsum Jaya Board 9 mmM21,753.00119,190.50208,940,946.503Lis Plafon Profil GypsumM11,482.6066,027.5097,892,371.50

VIIIPEKERJAAN INSTALASI LISTRIK302,965,800.001Instalasi DalamTitik398.00415,000.00165,170,000.002Vitting Lampu Down Light 18Bh265.00254,000.0067,310,000.009136221112422111292622522821122111013582111119321112926152521112923Lampu SL Philips 18 WattBh265.0055,000.0014,575,000.004Saklar TunggalBh37.0015,400.00569,800.00112111211132321111231111111111122113111125Saklar GandaBh70.0020,900.001,463,000.00234112113311111311145414121422111146Stop Kontak Bh79.0012,000.00948,000.0032222432222441241324222222421112431242111247Stop Kontak ACBh54.00215,000.0011,610,000.0011112411112422411111141111242221111248Box Panel 8-12 Group + MCBUnit6.00220,000.001,320,000.0011111111119Panel IndukUnit1.007,500,000.007,500,000.0010Instalasi Penangkal Petir ElektrostatikUnit1.0032,500,000.0032,500,000.00

XPEK. SANITASI90,811,488.451Pemasangan Instalasi AirTitik11.00512,000.005,632,000.002Closed Duduk (Toto) Bh4.003,433,837.0013,735,348.003Closet JongkokBh7.00711,480.004,980,360.004Pas Wastafel (Toto) (Type T x I 19 LES + Mata KranUnit1.002,819,861.002,819,861.005Pas Instalasi Air Bersih & Instalasi air panas untuk km/wcM'86.0095,175.588,185,099.456Bak Cuci Stainless SteelBh1.00710,380.00710,380.007Bahan Instalasi Air LimbahM'94.00215,000.0020,210,000.008Pek. Septic Tank/RembesanUnit4.008,200,000.0032,800,000.009Pas. Mata Kran 1/2"Bh18.0056,760.001,021,680.0010Pek. Pas Floor DrainBh18.0039,820.00716,760.00

XIPEK. PENGGANTUNG & PENGUNCI(3,891,694.79)1Kunci Pintu Tanam 2 SlaagBh1.00487,360.50487,360.502Pas Engsel JendelaBh(12.00)47,896.75(574,761.00)3Pas. Kait AnginBh(12.00)44,867.63(538,411.50)4Expanyolet TanamBh(8.00)42,265.52(338,124.16)5Kunci Tanam Putar Pintu Kamar MandiBh(10.00)262,847.75(2,628,477.50)6Pas Engsel Pintu Bh3.0079,710.13239,130.387Grendel JendelaBh(12.00)44,867.63(538,411.50)

XIIPEKERJAAN FINISHING505,912,431.201Cat Dinding Beton 3x lapisM25,692.0260,486.25344,288,702.782Cat Plafond 3x lapis (metrolite)M22,137.5060,486.25129,289,359.383Cat Listplank 3x lapis berikut meniM2223.8159,494.0513,315,307.994Cat Minyak Kosen, Pintu & JendelaM267.5559,494.054,019,061.05

PU00.2523.0200.490PJV 100.259.9100.48.050PV 200.257.400.41.30PV 300.257.100.410P 400.254.900.40JV 10JV200.256.600.41.40JV380.253.124.80.45.7546V 100.253.300.40.50V 200.253.300.40.50JV 490.255.2447.160.43.8334.47

PINTU JENDELA JALUSIPU

PJV 12.38200Jalusi0.17150

PV 21.912000.17110

PV 31.32000.1780

P 41.42000.170

JV 10JV20.262000.1730

JV30.56288.960.171013.6

V 1200.1740

V 200.1780

JV 49

5Pas Papan Nama & Logo Stainlees SteelSet1.0015,000,000.0015,000,000.00

XIIIPEKERJAAN AKHIR22,500,000.001Administrasi & Dokumentasi10,000,000.002Pembersihan Akhir12,500,000.00

REKAPITULASI JUMLAH DAFTAR KUANTITAS

Kegiatan: Perencanaan Pengembangan InfrastrukturPekerjaan: Pembangunan Kantor SKPD Pemerintah Kab. Pulau TaliabuLokasi Pekerjaan: Kilong - Kec. Taliabu Barat - Kab. Pulau TaliabuTahun Perencanaan: 2014

NO.U R A I A N P E K E R J A A NJUMLAH HARGA(Rp.)

IPEKERJAAN PERSIAPAN63,320,000.00IIPEKERJAAN GALIAN/URUGAN121,141,638.30IIIPEKERJAAN PASANGAN3,310,540,931.11IVPEKERJAAN BETON3,198,890,023.55VPEK. KOSEN/PINTU/JENDELA/VENTILASI192,264,672.50VIPEKERJAAN ATAP/LISTPLANK678,175,829.16VIIPEKERJAAN PLAFOND367,311,818.00VIIIPEKERJAAN INSTALASI LISTRIK302,965,800.00XPEK. SANITASI90,811,488.45XIPEK. PENGGANTUNG & PENGUNCI(3,891,694.79)XIIPEKERJAAN FINISHING505,912,431.20XIIIPEKERJAAN AKHIR22,500,000.00JUMLAH8,849,942,937.47PPN 10 %884,994,293.75JUMLAH TOTAL BIAYA KONSTRUKSI9,734,937,231.22DIBULATKAN9,734,000,000.00TERBILANG : SEBELAS MILYAR ENAM RATUS LIMA PULUH JUTA RUPIAH

Bobong, Juli 2014Konsultan PerencanaPT. ELSADAI SERVO CONS

4,778,244.271,633.007,802,872,900.76

RAB KANTOR PURENCANA ANGGARAN BIAYA

Kegiatan: Pekerjaan: Pembangunan UGB SMA Negeri 3 Manado6,288,000,000.00Lokasi Pekerjaan: Kota ManadoTahun Perencanaan: 2015

LANTAI ILANTAI IILANTAI ILANTAI IILOBBYCAR PORTSELASARBINA MARGATATA KOTALOBBYRUANG PERTEMUANSELASARSEKRETARIATBIDANG CIPTA KARYARUANG KADISBIDANG PENGAIRANNO.J E N I S P E K E R J A A NSAT.VOLUMEHARGA SATUAN (Rp.)JUMLAH HARGA (Rp.)-111a2344a55a66a77a88a910111212+-111a2344a55a66a77a88a910111212+AA1BB1CDD1EFF1GHII1JJ1KLMM1NOPP1AA1BB1CDD1EFF1GHII1JJ1KLMNN1OPP1KABIDKASIE PEMELHRN JLN JEMBKASIE PEMB JLN JEMBKASIE PERENCRG RAPAT BERSAMARG STAFFWC / KMKABIDKASIE BERSIH DAMKARKASIE JASA KONSTRKASIE PERENC TT RUANGRG RAPAT BERSAMARG STAFFWC/KMPERPUSTAKAANRUANG ARSIPDHARMA WANITAWC/KMTANGGALORONGWORK SHOPGUDANGISTIRAHAT SECURITYPHOTO COPYKANTINMUSHOLLAHWUDHUWC/KMSEKRETARISKASUBAG UMUMKASUBAG PROGRAMKASIE PERENCBENDAHARAKASUBAG KEUANGANRUANG STAFFWC / KMKABIDKASIE PERUM PEMUKMKASIEKASIERG RAPAT BERSAMARG STAFFWC/KMKADISSECURITYRUANG RAPATDATA CENTREWC/KMKABIDKASIE PEMBERDAYAAN SDAKASIE PEMBANGNN SDAKASIE PERENC SDARG RAPAT BERSAMARG STAFFWC/KM

PEMBANGUNAN UNIT GEDUNG BARULuas Lantai:1572M2IPEKERJAAN PERSIAPAN93,760,000.001Pembuatan Direksi KeetM216.001,000,000.0016,000,000.002Pembongkaran / Penyiapan LahanLs1.0025,000,000.0025,000,000.003Pembuatan Gudang BahanM224.001,000,000.0024,000,000.004Penyediaan Air KerjaLs1.007,500,000.007,500,000.005Pengobatan/P3K & Perlengkapan Keselamatan KerjaLs1.003,000,000.003,000,000.006Papan nama proyekBh1.00500,000.00500,000.007Pengukuran dan Pemasangan Bouwplank M1240.0074,000.0017,760,000.00

IIPEKERJAAN GALIAN/URUGAN126,303,742.331Galian Tanah Pondasi M3569.2593,307.5053,115,294.38Pondasi Batu Gunung0.9502.5452.251.59342213931.52124423912159362496624332112127.56312127.54.5121215Pondasi Telapak 1,5x1,5x24.526117462161222Pondasi Telapak 1,2x1,2x22.88033359716711053532Urugan Tanah KembaliM3142.3125,345.833,607,028.913Urugan Tanah Di Bawah LantaiM3314.40195,415.0061,438,476.00Total Luas Lantai15720.2314.44Urugan Pasir Di Bawah PondasiM325.95195,415.005,071,019.25Pondasi Batu Gunung0.04502.520.1Pondasi Telapak 1,5x1,5x20.225265.85Pondasi Telapak 1,2x1,2x20.144005Urugan Pasir Di Bawah LantaiM315.72195,415.003,071,923.80Total Luas Lantai157211572

IIIPEKERJAAN PASANGAN2,846,434,453.981Pas. Batu KosongM367.84529,897.5035,946,921.66Pondasi Batu Gunung0.135502.567.83752Pas. Batu Belah/Gunung SP. 1:4M2301.501,042,992.50314,462,238.75Pondasi Batu Gunung0.6502.5301.53Pas. Batu Bata Trasram 1 : 3M2180.00249,745.1044,954,118.00WC KM Lt 11061.590WC KM Lt 21061.5904Pas. Batu Bata 1 : 4M23,600.51242,907.50874,590,882.83Lantai 1t=4.55515.52345.52515121.59333242139316.51.52112333912159272496624272112127.53312584.5121215Dikurangi :Lubang Teras :305.8Tampak Depan43.87Tampak S Kiri102.66Tampak Belakang56.61Tampak S. Kanan102.66PU18.14118.141PJV 18.23216.4611PV 23.96623.761212PV 33.05824.411141P 41.641016.41112221JV 13.5700JV21.8547.41111JV34.128114.832113882V 10.6921.3811V 20.6921.382JV 40.9400224.12

Lantai 2t=4.25535.52275.87515121.59333242167.510.57.5922.519.53339121592724963624302197.51233121233121215DikurangiLubang Teras215.84Tampak Depan29.73Tampak S Kiri71.41Tampak Belakang43.29Tampak S. Kanan71.41PU18.1400PJV 18.23216.4611PV 23.96727.7211221PV 33.051339.6521111142P 41.641118.0411112221JV 13.5700JV21.8535.55111JV34.138155.831153881134V 10.6932.07111V 20.6921.382JV 40.9498.46333275.135Plesteran Dinding Trasram 1 : 3M2360.0063,741.4822,946,932.806Plesteran Beton 1 : 3M241.0063,741.482,613,400.687Plesteran Dinding 1 : 5M27,201.0259,434.32427,987,727.018Acian Dinding/BetonM27,115.0236,245.00257,883,899.909Tegel Keramik Homogenous Tile 60x60M21,421.29509,668.50724,386,742.37Luas Lantai1572Luas KM/wc2410Tegel Keramik Motif Batu Alam 40x40M256.71422,284.5023,947,754.0011Tegel Keramik 30 x 30 anti slip KM/WCM224.00321,695.007,720,680.0012Tegel Keramik Dinding 30x60 untuk ruang km/wcM286.00397,496.0034,184,656.0013Tegel Keramik Dinding Batu Alam 40x40M2527,164.000.0Tampak Depan20.36Tampak Samping20.36Tampak Samping Kanan20.36Tampak Belakang20.36

14Tegel Keramik Dinding Motif Marmer 40x40M2546,524.000.0Tampak Depan72.23Tampak Samping54.68Tampak Samping Kanan54.68Tampak Belakang56.08

15Tegel Plint Keramik 10x60M1176,530.200.0Panjang Dinding Bata21020Dikurangi (hanya 1 Sisi)463.5151.53274.5693271.51.515151.531.5277.5364.51.510.51.5271.51.51562766213631.54.59249276621366331513Reiling Tangga Stainlees SteelM127.53850,000.0023,400,500.0014Reiling Balkon & Void Stainlees SteelM160.48850,000.0051,408,000.00

IVPEKERJAAN BETON2,227,545,896.24121Kolom Struktur SP. 1:2:3 M352.378,768,122.00459,214,607.13Kolom 40 x 40t=6.671.06722425.612862646833333323t=4.250.6810.68622483133323Kolom 20 x 60t=6.670.800401222222122222222222244.250.510122222212222222222225Kolom 20 x 40t=4.550.3640422242312122224.250.34044442222222Kolom L1t=11.547.616417.616422Kolom L2t=11.542.308818.4642422Kolom Praktis SP. 1:2:3M1379.65110,517.0041,957,779.05t=4.550.05505533150.152254123232133t=4.250.05142554229.54227812744411343Balok Beton SP.1:2:3M396.348,138,091.50784,023,735.11Balok Induk 30x600.18580.596.341212121230242732732724301212121227339242424331212127.5121212121212Balok Anak 20x400.0801531.533331.51.513.540.5640.561.51.533333152731266632133312363333633154Cor Balok Latei SP. 1:2:3M1338.50110,517.0037,410,004.50Lantai 1338.5151263018661230612152724972421123336124.515Lantai 215127.53021123616.519.530612159272491.572421633336910.512155Ring Balok SP. 1:2:3M314.407,049,152.00101,507,788.80Ukuran 20x300.0624014.415121.59333272164.5127.5922.52733391215927249636243321127.512331212331212156Sloof Beton SP. 1:2:3M35.286,696,338.0035,356,664.64Ukuran 20x300.06643.84151.53931.5391527621334.515Ukuran 30x400.12121.441293324213916.5212433912992496243312127.512127.512127Cor Plat Telapak SP.1:2:3M317.555,414,717.0095,028,283.35Ukuran 1,5x1,5x300.6752617.55Ukuran 1,2x1,2x300.432008Cor Plat Lantai Tbl=12cmM385.925,843,447.50502,069,009.209Cor Plat Tangga Termasuk Anak Tangga M312.706,009,767.5076,304,159.11Lebar Tangga2.72.50299.2079Tebal0.15Panjang6.18Anak Tangga0.03171.377

Lebar Tangga1.52bh2.781Tebal0.15Panjang6.18Anak Tangga0.0370.63


Balok Bordes L 2.70.324

Lebar Tangga1.21.37679069773.4887906977Tebal0.15Panjang7.6488372093Anak Tangga0.03240.864


Balok Bordes L 4.50.5410Cor Lantai Kerja 1:3:5 Tbl=7cm M373.991,279,549.4794,673,865.35Dibawah PondasiPondasi Telapak 1,5x1,5x20.157526Pondasi Telapak 1,2x1,2x20.100800Dibawah LantaiTotal Luas Lantai10570.0773.99

VPEK. KOSEN/PINTU/JENDELA/VENTILASI202,448,361.911Pintu Swing Utama, Kaca Temper tbl 12 mm, Pintu Utama (Type P)Unit2.0017,150,000.0034,300,000.00Lengkap Handel Stainlees, Floor Hing, Engsel Kolf2Kosen Ky Kls I Pintu Jendela M32.1912,844,012.5028,135,169.01PU0.31046410.3104641PJV 10.17241691.5517441111PV 20.082560112221PV 30.076801112111114142P 40.063360111111222112221JV 10.1267200JV20.076801111111JV30.134403211331153882881134V 10.0364850.182411111V 20.0364840.1459222JV 40.08764803333Pintu Panel Ky Kls IM235.28836,000.0029,494,080.00PJV 13.92935.2800000010001000000000100001000000000000000000000000000000000000000000000PV 22.94000000000000000000000000010000100000000200000000000000000020020000000010PV 32.205000100100000001000200100011100100000000400000000001000000040000000000020P 41.715000100000100001000000001010000100000000200002020001000000120000202000010

4Jendela Bingkai Kaca Kayu Kls IM26.09598,785.003,646,600.65JV 11.740000000000000000000000000000000000000000000000000000000000000000000000000JV20.8776.0910000000000000101000000000100010000000000000001100000000000000000000000JV32.030300002100010003030001000015000300800000820000000000008000081000001300045Ventilasi Jalusi Kayu Kls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aca Mati Rayban 5 mm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

VIPEKERJAAN ATAP/LISTPLANK0.01Rangka Kuda-kuda Baja RinganM21,532.56325,000.00264082502Atap Steel Gelombang SpandecM21,532.56161,271.00528024003Nok Steel 1,05M1132.5939,952.004Talang Atap (Jurai Dalam)M142.04174,666.2543205Listplank GRC 2,5/10 & 2,5/28 M1264.26131,450.009600

VIIPEKERJAAN PLAFOND503,804,742.501Pek. Rangka Plafond HollowM22,375.0034,500.0081,937,500.002Penutup Plafond Gibsum Jaya Board 9 mmM22,375.00119,190.50283,077,437.503Lis Plafon Profil GypsumM12,102.0066,027.50138,789,805.00

VIIIPEKERJAAN INSTALASI LISTRIK87,668,200.001Instalasi DalamTitik94.00415,000.0039,010,000.002Vitting Lampu Down Light 18Bh60.00254,000.0015,240,000.009136221112422111292622522821122111013582111119321112926152521112923Lampu SL Philips 18 WattBh60.0055,000.003,300,000.004Saklar TunggalBh21.0015,400.00323,400.00112111211132321111231111111111122113111125Saklar GandaBh12.0020,900.00250,800.00234112113311111311145414121422111146Stop Kontak Bh22.0012,000.00264,000.0032222432222441241324222222421112431242111247Stop Kontak ACBh12.00215,000.002,580,000.0011112411112422411111141111242221111248Box Panel 8-12 Group + MCBUnit10.00220,000.002,200,000.0011111111119Panel IndukUnit1.007,500,000.007,500,000.0010Instalasi Penangkal Petir ElektrostatikUnit1.0017,000,000.0017,000,000.00

XPEK. SANITASI97,731,745.001Pemasangan Instalasi AirTitik18.00512,000.009,216,000.002Closed Duduk (Toto) Bh2.003,433,837.006,867,674.003Closet JongkokBh10.00711,480.007,114,800.004Pas Wastafel (Toto) (Type T x I 19 LES + Mata KranUnit2.002,819,861.005,639,722.005Pas Instalasi Air Bersih & Instalasi air panas untuk km/wcM'120.0095,175.5811,421,069.006Tandon Air Kap. 2000 LtrBh4.003,500,000.0014,000,000.007Bahan Instalasi Air LimbahM'120.00215,000.0025,800,000.008Pek. Septic Tank Bio FillUnit2.008,200,000.0016,400,000.009Pas. Mata Kran 1/2"Bh14.0056,760.00794,640.0010Pek. Pas Floor DrainBh12.0039,820.00477,840.00

XIPEK. PENGGANTUNG & PENGUNCI5,103,635.631Kunci Pintu Tanam 2 SlaagBh9.00487,360.504,386,244.502Pas Engsel JendelaBh0.047,896.750.03Pas. Kait AnginBh0.044,867.630.04Expanyolet TanamBh0.042,265.520.05Kunci Tanam Putar Pintu Kamar MandiBh0.0262,847.750.02Pas Engsel Pintu Bh9.0079,710.13717,391.133Grendel JendelaBh0.044,867.630.0

XIIPEKERJAAN FINISHING610,776,132.271Cat Dinding Beton 3x lapisM27,115.0260,486.25430,360,878.482Cat Plafond 3x lapis (metrolite)M22,375.0060,486.25143,654,843.753Cat Listplank 3x lapis berikut meniM2248.6859,494.0514,794,786.654Cat Minyak Kosen, Pintu & JendelaM275.0659,494.054,465,623.39

PU10.2523.0223.020.499PJV 100.259.9100.48.050PV 200.257.400.41.30PV 300.257.100.410P 400.254.900.40JV 10JV200.256.600.41.40JV300.253.100.45.750V 150.253.316.50.40.52.5V 240.253.313.20.40.52JV 400.255.2400.43.830

PINTU JENDELA JALUSIPU

PJV 12.38200Jalusi0.17150

PV 21.912000.17110

PV 31.32000.1780

P 41.42000.170

JV 10JV20.262000.1730

JV30.562000.17100

V 1250.1743.4

V 240.1785.44

JV 40

5Pas Papan Nama & Logo Stainlees SteelSet1.0017,500,000.0017,500,000.00

XIIIPEKERJAAN AKHIR27,000,000.001Administrasi & Dokumentasi12,000,000.002Pembersihan Akhir15,000,000.00

R E K A P I T U L A S I

Kegiatan: Pekerjaan: Pembangunan UGB SMA Negeri 3 ManadoLokasi Pekerjaan: Kota ManadoTahun Perencanaan: 2015

NO.U R A I A N P E K E R J A A NJUMLAH HARGA(Rp.)

IPEKERJAAN PERSIAPAN93,760,000.00IIPEKERJAAN GALIAN/URUGAN126,303,742.33IIIPEKERJAAN PASANGAN2,846,434,453.98IVPEKERJAAN BETON2,227,545,896.24VPEK. KOSEN/PINTU/JENDELA/VENTILASI202,448,361.91VIPEKERJAAN ATAP/LISTPLANK0.0VIIPEKERJAAN PLAFOND503,804,742.50VIIIPEKERJAAN INSTALASI LISTRIK87,668,200.00XPEK. SANITASI97,731,745.00XIPEK. PENGGANTUNG & PENGUNCI5,103,635.63XIIPEKERJAAN FINISHING610,776,132.27XIIIPEKERJAAN AKHIR27,000,000.00JUMLAH6,828,576,909.86PPN 10 %682,857,690.99JUMLAH TOTAL BIAYA KONSTRUKSI7,511,434,600.85DIBULATKAN7,511,400,000.004,778,244.27/ m2TERBILANG : TUJUH MILYAR LIMA RATUS SEBELAS JUTA EMPAT RATUS RIBU RUPIAH

Manado, April 2015Mengetahui,Kepala Dinas Pendidikan Kota ManadoKepala Sekolah SMA Negeri 3 Manado

Corry Thelma Tendean, SHDra. Marlina Katihokang,Nip. 195904031983032010Nip. 196303231993022001

ANALISA SKPDDAFTAR ANALISA

Kegiatan: Perencanaan Pengembangan InfrastrukturPekerjaan: Pembangunan Kantor SKPD Pemerintah Kab. Pulau TaliabuLokasi Pekerjaan: Kilong - Kec. Taliabu Barat - Kab. Pulau TaliabuTahun Perencanaan: 2014

1.Analisa Harga Satuan Pekerjaan TanahSTANDAR NASIONAL INDONESIA (SNI)SNI DT-91-0006-20071.1Menggali 1 m3 tanah biasa sedalam 1 meterTenaga-Pekerja0.750OhRp.88,000.00= Rp.66,000.00-Mandor0.025OhRp.125,000.00= Rp.3,125.00Jumlah= Rp.69,125.00Biaya Umum= Rp.6,912.50Hrg Satuan Pek.= Rp.76,037.501.2Menggali 1 m3 tanah biasa sedalam 2 meterTenaga-Pekerja0.900OhRp.88,000.00= Rp.79,200.00-Mandor0.045OhRp.125,000.00= Rp.5,625.00Jumlah= Rp.84,825.00Biaya Umum= Rp.8,482.50Hrg Satuan Pek.= Rp.93,307.501.3Menggali 1 m3 tanah biasa sedalam 3 meterTenaga-Pekerja1.050OhRp.88,000.00= Rp.92,400.00-Mandor0.067OhRp.125,000.00= Rp.8,375.00Jumlah= Rp.100,775.00Biaya Umum= Rp.10,077.50Hrg Satuan Pek.= Rp.110,852.50

1.4Menggali 1 m3 tanah keras sedalam 1 meterTenaga-Pekerja1.000OhRp.88,000.00= Rp.88,000.00-Mandor0.032OhRp.125,000.00= Rp.4,000.00Jumlah= Rp.92,000.00Biaya Umum= Rp.9,200.00Hrg Satuan Pek.= Rp.101,200.00

1.5Menggali 1 m3 tanah cadas sedalam 1 meterTenaga-Pekerja1.500OhRp.88,000.00= Rp.132,000.00-Mandor0.060OhRp.125,000.00= Rp.7,500.00Jumlah= Rp.139,500.00Biaya Umum= Rp.13,950.00Hrg Satuan Pek.= Rp.153,450.00

1.6Menggali 1 m3 tanah lumpur sedalam 1 meterTenaga-Pekerja1.200OhRp.88,000.00= Rp.105,600.00-Mandor0.045OhRp.125,000.00= Rp.5,625.00Jumlah= Rp.111,225.00Biaya Umum= Rp.11,122.50Hrg Satuan Pek.= Rp.122,347.50

1.7Mengerjakan 1 m2 striping tebing setinggi 1 meterTenaga-Pekerja0.050OhRp.88,000.00= Rp.4,400.00-Mandor0.005OhRp.125,000.00= Rp.625.00Jumlah= Rp.5,025.00Biaya Umum= Rp.502.50Hrg Satuan Pek.= Rp.5,527.50

1.8Membuang 1 m3 tanah sejauh 30 meterTenaga-Pekerja0.330OhRp.88,000.00= Rp.29,040.00-Mandor0.010OhRp.125,000.00= Rp.1,250.00Jumlah= Rp.30,290.00Biaya Umum= Rp.3,029.00Hrg Satuan Pek.= Rp.33,319.001.9Mengurug kembali 1 m3 galianMengurug kembali 1 m3 galian dihitung sari 1/3 kali indeks pekerjaan galianTenaga-Pekerja0.250OhRp.88,000.00= Rp.22,000.00-Mandor0.008OhRp.125,000.00= Rp.1,041.67Jumlah= Rp.23,041.67Biaya Umum= Rp.2,304.17Hrg Satuan Pek.= Rp.25,345.83

1.10Memadatkan 1 m3 tanah (per 20 cm)Tenaga-Pekerja0.500OhRp.88,000.00= Rp.44,000.00-Mandor0.050OhRp.125,000.00= Rp.6,250.00Jumlah= Rp.50,250.00Biaya Umum= Rp.5,025.00Hrg Satuan Pek.= Rp.55,275.00

1.11Mengurug 1 m3 Pasir urugBahan-Pasir urug1.200M3Rp.125,000.00= Rp.150,000.00

Tenaga-Pekerja0.300OhRp.88,000.00= Rp.26,400.00-Mandor0.010OhRp.125,000.00= Rp.1,250.00Jumlah= Rp.177,650.00Biaya Umum= Rp.17,765.00Hrg Satuan Pek.= Rp.195,415.00

1.12Memasang 1 m2 lapisan ijuk tebal 10 cmBahan-Ijuk 6.000KgRp.8,250.00= Rp.49,500.00


1.13Menurug 1 m3 Sirtu padat untuk peninggian lantai bangunanBahan-Sirtu1.200M3Rp.115,000.00= Rp.138,000.00


2.Analisa Harga Satuan Pekerjaan PondasiSTANDAR NASIONAL INDONESIA (SNI)SNI DT-91-0007-20072.1Memasang 1 m3 pondasi batu belah, campuran 1 Pc : 3 PpBahan-Batu belah 15/20 cm1.200M3Rp.250,000.00= Rp.300,000.00-Portland cement202.000KgRp.1,800.00= Rp.363,600.00-Pasir pasang0.485M3Rp.250,000.00= Rp.121,250.00Tenaga-Pekerja1.500OhRp.88,000.00= Rp.132,000.00-Tukang batu0.600OhRp.125,000.00= Rp.75,000.00-Kepala tukang0.060OhRp.140,000.00= Rp.8,400.00-Mandor0.075OhRp.125,000.00= Rp.9,375.00Jumlah= Rp.1,009,625.00Biaya Umum= Rp.100,962.50Hrg Satuan Pek.= Rp.1,110,587.50

2.2Memasang 1 m3 pondasi batu belah, campuran 1 Pc : 4 PpBahan-Batu belah 15/20 cm1.200M3Rp.250,000.00= Rp.300,000.00-Portland cement163.000KgRp.1,800.00= Rp.293,400.00-Pasir pasang0.520M3Rp.250,000.00= Rp.130,000.00Tenaga-Pekerja1.500OhRp.88,000.00= Rp.132,000.00-Tukang batu0.600OhRp.125,000.00= Rp.75,000.00-Kepala tukang0.060OhRp.140,000.00= Rp.8,400.00-Mandor0.075OhRp.125,000.00= Rp.9,375.00Jumlah= Rp.948,175.00Biaya Umum= Rp.94,817.50Hrg Satuan Pek.= Rp.1,042,992.50

2.3Memasang 1 m3 pondasi batu belah, campuran 1 Pc : 5 PpBahan-Batu belah 15/20 cm1.200M3Rp.250,000.00= Rp.300,000.00-Portland cement136.000KgRp.1,800.00= Rp.244,800.00-Pasir pasang0.544M3Rp.250,000.00= Rp.136,000.00Tenaga-Pekerja1.500OhRp.88,000.00= Rp.132,000.00-Tukang batu0.600OhRp.125,000.00= Rp.75,000.00-Kepala tukang0.060OhRp.140,000.00= Rp.8,400.00-Mandor0.075OhRp.125,000.00= Rp.9,375.00Jumlah= Rp.905,575.00Biaya Umum= Rp.90,557.50Hrg Satuan Pek.= Rp.996,132.50

2.4Memasang 1 m3 pondasi batu belah, campuran 1 Pc : 6 PpBahan-Batu belah 15/20 cm1.200M3Rp.250,000.00= Rp.300,000.00-Portland cement117.000KgRp.1,800.00= Rp.210,600.00-Pasir pasang0.561M3Rp.250,000.00= Rp.140,250.00

Tenaga-Pekerja1.500OhRp.88,000.00= Rp.132,000.00-Tukang batu0.600OhRp.125,000.00= Rp.75,000.00-Kepala tukang0.060OhRp.140,000.00= Rp.8,400.00-Mandor0.075OhRp.125,000.00= Rp.9,375.00Jumlah= Rp.875,625.00Biaya Umum= Rp.87,562.50Hrg Satuan Pek.= Rp.963,187.50

2.5Memasang 1 m3 pondasi batu belah, campuran 1 Pc : 8 PpBahan-Batu belah 15/20 cm1.200M3Rp.250,000.00= Rp.300,000.00-Portland cement91.000KgRp.1,800.00= Rp.163,800.00-Pasir pasang0.584M3Rp.250,000.00= Rp.146,000.00

Tenaga-Pekerja1.500OhRp.88,000.00= Rp.132,000.00-Tukang batu0.600OhRp.125,000.00= Rp.75,000.00-Kepala tukang0.060OhRp.140,000.00= Rp.8,400.00-Mandor0.075OhRp.125,000.00= Rp.9,375.00Jumlah= Rp.834,575.00Biaya Umum= Rp.83,457.50Hrg Satuan Pek.= Rp.918,032.502.6Memasang 1 m3 batu kosong (aanstamping)Bahan-Batu belah 15/20 cm1.200M3Rp.250,000.00= Rp.300,000.00-Pasir urug0.432M3Rp.125,000.00= Rp.54,000.00Tenaga-Pekerja0.780OhRp.88,000.00= Rp.68,640.00-Tukang batu0.390OhRp.125,000.00= Rp.48,750.00-Kepala tukang0.039OhRp.140,000.00= Rp.5,460.00-Mandor0.039OhRp.125,000.00= Rp.4,875.00Jumlah= Rp.481,725.00Biaya Umum= Rp.48,172.50Hrg Satuan Pek.= Rp.529,897.502.7Memasang 1 m3 pondasi sumuran, diameter 100 cmBahan-Batu belah 15/20 cm0.450M3Rp.250,000.00= Rp.112,500.00-Portland cement194.000KgRp.1,800.00= Rp.349,200.00-Pasir beton 0.312M3Rp.250,000.00= Rp.78,000.00-Kerikil0.468M3Rp.250,000.00= Rp.117,000.00

Tenaga-Pekerja2.380OhRp.88,000.00= Rp.209,440.00-Tukang batu0.300OhRp.125,000.00= Rp.37,500.00-Kepala tukang0.030OhRp.140,000.00= Rp.4,200.00-Mandor0.080OhRp.125,000.00= Rp.10,000.00Jumlah= Rp.917,840.00Biaya Umum= Rp.91,784.00Hrg Satuan Pek.= Rp.1,009,624.00

3.Analisa Harga Satuan Pekerjaan BetonSTANDAR NASIONAL INDONESIA (SNI)SNI DT-91-0008-20073.1Membuat 1 m3 beton mutu f'c = 7,4 Mpa (K 100), slump (12 2) cm, w/c = 0,87Bahan-Portland cement 247.000KgRp.1,800.00= Rp.444,600.00-Pasir beton0.621M3Rp.250,000.00= Rp.155,178.57-Kerikil0.740M3Rp.250,000.00= Rp.185,000.00-Air215.000LtrRp.1,875.00= Rp.403,125.00

Tenaga-Pekerja1.650OhRp.88,000.00= Rp.145,200.00-Tukang batu0.275OhRp.125,000.00= Rp.34,375.00-Kepala tukang0.028OhRp.140,000.00= Rp.3,920.00-Mandor0.083OhRp.125,000.00= Rp.10,375.00Jumlah= Rp.1,381,773.57Biaya Umum= Rp.138,177.36Hrg Satuan Pek.= Rp.1,519,950.93

3.2Membuat 1 m3 beton mutu f'c = 9,8 Mpa (K 125), slump (12 2) cm, w/c = 0,78Bahan-Portland cement 276.000KgRp.1,800.00= Rp.496,800.00-Pasir beton0.591M3Rp.250,000.00= Rp.147,857.14-Kerikil0.750M3Rp.250,000.00= Rp.187,407.41-Air215.000LtrRp.1,875.00= Rp.403,125.00

Tenaga-Pekerja1.650OhRp.88,000.00= Rp.145,200.00-Tukang batu0.275OhRp.125,000.00= Rp.34,375.00-Kepala tukang0.028OhRp.140,000.00= Rp.3,920.00-Mandor0.083OhRp.125,000.00= Rp.10,375.00Jumlah= Rp.1,429,059.55Biaya Umum= Rp.142,905.96Hrg Satuan Pek.= Rp.1,571,965.51


Tenaga-Pekerja1.650OhRp.88,000.00= Rp.145,200.00-Tukang batu0.275OhRp.125,000.00= Rp.34,375.00-Kepala tukang0.028OhRp.140,000.00= Rp.3,920.00-Mandor0.083OhRp.125,000.00= Rp.10,375.00Jumlah= Rp.1,466,206.90

3.4Membuat 1 m3 lantai kerja beton mutu f'c = 7,4 Mpa (K 100), slump (3-6) cm, w/c = 0,87Bahan-Portland cement 230.000KgRp.1,800.00= Rp.414,000.00-Pasir beton0.638M3Rp.250,000.00= Rp.159,464.29-Kerikil0.761M3Rp.250,000.00= Rp.190,185.19-Air200.000LtrRp.1,875.00= Rp.375,000.00










3.9Membuat 1 m3 beton mutu f'c = 24 Mpa (K 275), slump (12 2) cm, w/c = 0,53Bahan-Portland cement 406.000KgRp.1,800.00= Rp.730,800.00-Pasir beton0.489M3Rp.250,000.00= Rp.122,142.86-Kerikil0.760M3Rp.250,000.00= Rp.190,000.00-Air215.000LtrRp.1,875.00= Rp.403,125.00








3.13Memasang 10 Kg dengan besi polos atau besi ulirBahan-Besi beton (polos/ulir)10.500KgRp.17,000.00= Rp.178,500.00-Kawat beton0.150KgRp.22,000.00= Rp.3,300.00Tenaga-Pekerja0.070Rp.88,000.00= Rp.6,160.00-Tukang besi0.070Rp.115,000.00= Rp.8,050.00-Kepala tukang0.007Rp.140,000.00= Rp.980.00-Mandor0.004Rp.125,000.00= Rp.500.00Jumlah= Rp.197,490.00Biaya Per Kg= Rp.19,749.00

3.14Memasang 10 Kg jaring kawat / wire meshBahan-Jaring Kawat baja dilas10.200KgRp.11,542.40= Rp.117,732.48-Kawat beton0.050KgRp.22,000.00= Rp.1,100.00

Tenaga-Pekerja0.025Rp.88,000.00= Rp.2,200.00-Tukang besi0.025Rp.115,000.00= Rp.2,875.00-Kepala tukang0.025Rp.140,000.00= Rp.3,500.00-Mandor0.001Rp.125,000.00= Rp.125.00JumlahRp.127,532.48

3.15Memasang 1 m2 bekisting untuk pondasiBahan-Kayu Kelas III0.040M3Rp.1,680,000.00= Rp.67,200.00-Paku biasa 5 - 10 cm0.300KgRp.35,500.00= Rp.10,650.00-Minyak bekisting0.100LtRp.32,100.00= Rp.3,210.00Tenaga-Pekerja0.520OhRp.88,000.00= Rp.45,760.00-Tukang batu0.260OhRp.115,000.00= Rp.29,900.00-Kepala tukang0.026OhRp.140,000.00= Rp.3,640.00-Mandor0.026OhRp.125,000.00= Rp.3,250.00JumlahRp.163,610.003.16Memasang 1 m2 bekisting untuk sloopBahan-Kayu Kelas III0.045M3Rp.1,680,000.00= Rp.75,600.00-Paku biasa 5 - 10 cm0.300KgRp.35,500.00= Rp.10,650.00-Minyak bekisting0.100LtRp.32,100.00= Rp.3,210.00Tenaga-Pekerja0.520OhRp.88,000.00= Rp.45,760.00-Tukang batu0.260OhRp.115,000.00= Rp.29,900.00-Kepala tukang0.026OhRp.140,000.00= Rp.3,640.00-Mandor0.026OhRp.125,000.00= Rp.3,250.00JumlahRp.172,010.00

3.17Memasang 1 m2 bekisting untuk kolomBahan-Kayu Kelas III0.040M3Rp.1,680,000.00= Rp.67,200.00-Paku biasa 5 - 10 cm0.400KgRp.35,500.00= Rp.14,200.00-Minyak bekisting0.200LtRp.32,100.00= Rp.6,420.00-Balok kayu kelas II0.015M3Rp.2,420,000.00= Rp.36,300.00-Triplex tebal 9 mm0.350LbrRp.205,200.00= Rp.71,820.00-Dolken kayu galam/Bambu P = 4 m2.000BtgRp.10,000.00= Rp.20,000.00

Tenaga-Pekerja0.300OhRp.88,000.00= Rp.26,400.00-Tukang batu0.330OhRp.115,000.00= Rp.37,950.00-Kepala tukang0.033OhRp.140,000.00= Rp.4,620.00-Mandor0.006OhRp.125,000.00= Rp.750.00JumlahRp.285,660.00

3.18Memasang 1 m2 bekisting untuk balokBahan-Kayu Kelas III0.040M3Rp.1,680,000.00= Rp.67,200.00-Paku biasa 5 - 10 cm0.400KgRp.35,500.00= Rp.14,200.00-Minyak bekisting0.200LtRp.32,100.00= Rp.6,420.00-Balok kayu kelas II0.018LtRp.2,420,000.00= Rp.43,560.00-Triplex tebal 9 mm0.350LbrRp.205,200.00= Rp.71,820.00-Dolken kayu galam/Bambu P = 4 m2.000BtgRp.10,000.00= Rp.20,000.00

Tenaga-Pekerja0.660OhRp.88,000.00= Rp.58,080.00-Tukang batu0.330OhRp.115,000.00= Rp.37,950.00-Kepala tukang0.033OhRp.140,000.00= Rp.4,620.00-Mandor0.033OhRp.125,000.00= Rp.4,125.00JumlahRp.327,975.003.191 m2 Pasang bekisting untuk plat lantaiBahan-Kayu Kelas III0.040M3Rp.1,680,000.00= Rp.67,200.00-Paku biasa 5 - 10 cm0.400KgRp.35,500.00= Rp.14,200.00-Minyak bekisting0.200LtRp.32,100.00= Rp.6,420.00-Balok kayu kelas II0.015LtRp.2,420,000.00= Rp.36,300.00-Triplex tebal 9 mm0.350LbrRp.205,200.00= Rp.71,820.00-Dolken kayu galam/Bambu P = 4 m6.000BtgRp.10,000.00= Rp.60,000.00Tenaga-Pekerja0.660OhRp.88,000.00= Rp.58,080.00-Tukang batu0.330OhRp.115,000.00= Rp.37,950.00-Kepala tukang0.033OhRp.140,000.00= Rp.4,620.00-Mandor0.033OhRp.125,000.00= Rp.4,125.00JumlahRp.360,715.003.20Memasang 1 m2 bekisting untuk dindingBahan-Kayu Kelas III0.030M3Rp.1,680,000.00= Rp.50,400.00-Paku biasa 5 - 10 cm0.400KgRp.35,500.00= Rp.14,200.00-Minyak bekisting0.200LtRp.32,100.00= Rp.6,420.00-Balok kayu kelas II0.020LtRp.2,420,000.00= Rp.48,400.00-Triplex tebal 9 mm0.350LbrRp.205,200.00= Rp.71,820.00-Dolken kayu galam/Bambu P = 4 m3.000BtgRp.10,000.00= Rp.30,000.00-Formite/Penjaga jarak bekisting/spacer4.000BhRp.2,500.00= Rp.10,000.00Tenaga-Pekerja0.660OhRp.88,000.00= Rp.58,080.00-Tukang batu0.330OhRp.115,000.00= Rp.37,950.00-Kepala tukang0.033OhRp.140,000.00= Rp.4,620.00-Mandor0.033OhRp.125,000.00= Rp.4,125.00JumlahRp.336,015.003.21Memasang 1 m2 bekisting untuk tanggaBahan-Kayu Kelas III0.030M3Rp.1,680,000.00= Rp.50,400.00-Paku biasa 5 - 10 cm0.400KgRp.35,500.00= Rp.14,200.00-Minyak bekisting0.150LtRp.32,100.00= Rp.4,815.00-Balok kayu kelas II0.015LtRp.2,420,000.00= Rp.36,300.00-Triplex tebal 9 mm0.350LbrRp.205,200.00= Rp.71,820.00-Dolken kayu galam/Bambu P = 4 m2.000BtgRp.10,000.00= Rp.20,000.00

Tenaga-Pekerja0.660OhRp.88,000.00= Rp.58,080.00-Tukang batu0.330OhRp.115,000.00= Rp.37,950.00-Kepala tukang0.033OhRp.140,000.00= Rp.4,620.00-Mandor0.033OhRp.125,000.00= Rp.4,125.00JumlahRp.302,310.00

3.22Memasang 1 m2 jembatan untuk pengecoran betonBahan-Kayu Kelas III0.0264M3Rp.1,680,000.00= Rp.44,352.00-Paku biasa 5 - 10 cm0.600KgRp.35,500.00= Rp.21,300.00-Dolken kayu galam/Bambu P = 4 m0.500BtgRp.10,000.00= Rp.5,000.00

Tenaga-Pekerja0.150OhRp.88,000.00= Rp.13,200.00-Tuk

rab sma2

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