Contoh Rab Struktur Gedung 6 Lantai

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Transcript of Contoh Rab Struktur Gedung 6 Lantai

rekap TotalREKAPITULASI RENCANA ANGGARAN BIAYA

PROGRAM: GEDUNG DAN BANGUNANKEGIATAN: PEMBANGUNAN GEDUNG ASRAMA BERLANTAI 5 LPMP SUMBARPEKERJAAN: PEMBANGUNAN GEDUNG KELAS dan ASRAMA BLOK B TAHAP I (STRUKTUR)LOKASI: KOMPLEK PERGURUAN TINGGI AIR TAWAR PADANGTAHUN: 2015

NO.URAIAN PEKERJAANSUB TOTAL

Anggrek11,093,180,700.98AIPEKERJAAN STRUKTUR BAWAHRp2,813,187,601.97Flamboyan11,171,006,362.16B

IIPEKERJAAN STRUKTUR ATASII.1PEKERJAAN STRUKTUR LANTAI 1 (SATU)Rp1,456,758,540.50II.2PEKERJAAN LANTAI 2 (DUA)Rp1,288,339,371.75II.3PEKERJAAN LANTAI 3 (TIGA)Rp1,289,375,978.15II.4PEKERJAAN LANTAI 4 (EMPAT)Rp1,145,633,245.05II.5PEKERJAAN STRUKTUR LANTAI 5 (LIMA)Rp1,340,987,328.51II.6PEKERJAAN STRUKTUR LANTAI DACKRp442,299,254.12II.7PEKERJAAN STRUKTUR ATAPRp378,876,109.43

JUMLAH SUB TOTALRp10,155,457,429.48PPN 10 %Rp1,015,545,742.95JUMLAH TOTALRp11,171,003,172.43DIBULATKANRp11,171,000,000.006,362.16

Terbilang :Sebelas Milyar Seratus Tujuh Puluh Satu Juta Rupiah

Padang, April 2015Konsultan PerencanaPT. NATURAL SUMATERA CONSULTANT

Ir. CHANDRA SURYADirekturDiketahui/Disetujui Oleh :KEPALA LPMP PROVINSI SUMATERA BARAT

Prof.Dr. JAMARIS JAMNA, M.Pd.,NIP. 19621010 198602 1 0021Diketahui/Disetujui Oleh :PEJABAT PEMBUAT KOMITMENLPMP PROVINSI SUMATERA BARAT

HERRY HERLAMBANGNIP. 19770924 200112 1003Diketahui/Disetujui Oleh :PENGELOLA TEKNIS PROYEKDPU. PROVINSI SUMBAR

Ir. APRIMENSYAH, MM.SP.NIP. 19620420 199203 1 006

RABRENCANA ANGGARAN BIAYA (R.A.B)

PROGRAM: GEDUNG DAN BANGUNANKEGIATAN: PEMBANGUNAN GEDUNG ASRAMA BERLANTAI 5 LPMP SUMBARPEKERJAAN: PEMBANGUNAN GEDUNG KELAS dan ASRAMA BLOK B TAHAP I (STRUKTUR)LOKASI: KOMPLEK PERGURUAN TINGGI AIR TAWAR PADANG

KETERANGANNO.URAIAN PEKERJAANSTNVOLUMEVOLUMEHARGA SATUANJUMLAH HARGAJUMLAH SUB. HARGASUB TOTAL

ABCDEFG = E X FGH = SUB JUMLAH G

BGEDUNG BLOCK F (FLAMBOYAN)

IPEKERJAAN STRUKTUR BAWAHRp2,813,187,601.973,094,506,362.16I.1PEKERJAAN PERSIAPANRp134,616,095.10I.1.1Pembersihan LapanganM2989.50989.50Rp13,205.50Rp13,066,842.25I.1.2Pekerjaan Pemasangan BowplankM1155.00155.00Rp59,346.54Rp9,198,713.70I.1.3Pagar Keliling Sementara (Seng Gelombang Tinggi 2 Meter )Bisa dipakai sampai pekerjaan struktur atasM1179.93179.93Rp325,884.01Rp58,636,309.97I.1.4Konstruksi Plank Nama ProyekUk.1mx2m Konstruksi Pipa Baja + Baja Siku DilasUnit2.002.00Rp1,500,000.00Rp3,000,000.00I.1.5Direksi Keet (Kantor Sementara) Dengan Lantai Plesteran (lengkap dgn toilet + ruang shalat)M236.0036.00Rp1,408,728.59Rp50,714,229.18

I.2PEKERJAAN PONDASI KSLLRp2,178,520,000.00I.2.1Pondasi Konstruksi Sarang Laba-Laba (KSLL)M2856.00856.00Rp2,545,000.00Rp2,178,520,000.00Galian Tanah Pondasi(Asumsi MT. -1,00 dari lantai dasar +0,00)Urugan Tanah KembaliUrugan Tanah Baru Dalam PondasiUrugan Pasir 40 cmPemadatanTes Kepadatan Pasir UrugRib 10/80, 11/110, 12/130, 12/220, 12/260 F'C = 21,7 MPa (K 250), SLUMP (12 2) CM, W/C = 0,56Beton Pertebalan Rib dan Voute F'C = 21,7 MPa (K 250), SLUMP (12 2) CM, W/C = 0,56Beton Plat Tebal 12 cm F'C = 21,7 MPa (K 250), SLUMP (12 2) CM, W/C = 0,56Lantai Kerja RibAdukan 1 Pc : 5 PsLantai Kerja PlatAdukan 1 Pc : 5 Ps

I.3PEKERJAAN LAIN-LAINRp429,300,905.79I.3.1Stek Setinggi (H/2)+Tinggi Rip Konstruksi D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg29,955.4929,955.49Rp13,176.30Rp429,300,905.79(Stek Kolom, Tangga, Pit Lift, Shear Wall)

I.4PEKERJAAN REMODELING RUANG GENSETI.4.1PEKERJAAN PERSIAPANRp47,816,793.32-Pembersihan lapangan M265.0065.00Rp13,205.50Rp858,357.50-Pekerjaan pemasangan Bouwplank M133.0033.00Rp59,346.54Rp1,958,435.82-Bongkaran bangunan lamaLs1.001.00Rp20,000,000.00Rp20,000,000.00-Pemindahan Genset beserta instalasiLs1.001.00Rp25,000,000.00Rp25,000,000.00

I.4.2PEKERJAAN PONDASIRp22,150,244.20I.4.2.1Pekerjaan Tanah-Galian tanah pondasi ( Asumsi MT.-0,60 dari lantai dasar 0,00)M325.0025.00Rp58,616.25Rp1,465,406.25-Urugan tanah kembaliM311.0011.00Rp19,538.75Rp214,926.25-Urugan Tanah PilihanM328.8028.80Rp188,047.75Rp5,415,775.20-Urugan Pasir T.10 cmM33.603.60Rp142,246.50Rp512,087.40-Pemadatan Per 20cmM328.8028.80Rp48,427.50Rp1,394,712.00

I.4.2.2Pekerjaan Pondasi Batu Kali-Pasang Aantampang Tinggi 20cmM35.005.00Rp359,673.60Rp1,798,368.00-Pasang Pondasi Batu Kali 1Pc:4PsM39.009.00Rp726,640.20Rp6,539,761.80-Beton Lantai K225 Untuk Lantai Ruang Genset t.15cmM35.405.40Rp890,593.94Rp4,809,207.30

I.4.3PEKERJAAN LAIN-LAIN-Stek Kolom D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg54.6854.68Rp14,331.30Rp783,563.55Rp783,563.55

IIPEKERJAAN STRUKTUR ATASII.1PEKERJAAN STRUKTUR LANTAI 1 (SATU)Rp1,456,758,540.50PENDAHULUANRp41,584,571.77-Pekerjaan Pengukuran Pengukuran Horizontal Beserta VertikalLs1.001.00Rp10,410,000.00Rp10,410,000.00-Pagar Keliling SementaraSudah Ada-Konstruksi Plank Nama ProyekUk.1mx2m Konstruksi Pipa Baja + Baja Siku DilasUnit2.002.00Rp1,500,000.00Rp3,000,000.00-Direksi Keet (Kantor Sementara) Penambahan Yang Sudah AdaM220.0020.00Rp1,408,728.59Rp28,174,571.77

II.1.1PEKERJAAN KOLOMII.1.1.1PEKERJAAN KOLOM TYPE 1 (K1)Rp209,066,851.525,444,449.26-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg9,114.349,114.34Rp13,176.30Rp120,093,232.57-BekistingKualitas Beton ExposeM2198.66198.66Rp250,933.10Rp49,850,369.65-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M338.4038.40Rp1,018,834.62Rp39,123,249.30

II.1.1.2PEKERJAAN KOLOM TYPE 2 (K2)Rp196,684,849.676,208,486.42-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg8,576.168,576.16Rp13,176.30Rp113,002,014.13-BekistingKualitas Beton ExposeM2204.86204.86Rp250,933.10Rp51,406,154.87-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M331.6831.68Rp1,018,834.62Rp32,276,680.67

II.1.1.3PEKERJAAN KOLOM TYPE 3 (K3)Rp8,848,332.676,144,675.46-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg294.14294.14Rp13,176.30Rp3,875,675.41-BekistingKualitas Beton ExposeM213.9713.97Rp250,933.10Rp3,505,535.41-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M31.441.44Rp1,018,834.62Rp1,467,121.85

II.1.2PEKERJAAN BALOKII.1.2.1PEKERJAAN BALOK BI.1Rp218,251,576.035,745,125.59-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg8,502.408,502.40Rp13,176.30Rp112,030,130.61-BekistingKualitas Beton ExposeM2264.11264.11Rp255,635.60Rp67,515,918.32-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M337.9937.99Rp1,018,834.62Rp38,705,527.11

II.1.2.2PEKERJAAN BALOK BI.2Rp89,083,616.995,847,683.93-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg3,494.733,494.73Rp13,176.30Rp46,047,593.43-BekistingKualitas Beton ExposeM2107.65107.65Rp255,635.60Rp27,519,172.34-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M315.2315.23Rp1,018,834.62Rp15,516,851.22

II.1.2.3PEKERJAAN BALOK BA.1Rp45,956,482.475,817,276.26-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg1,635.481,635.48Rp13,176.30Rp21,549,566.95-BekistingKualitas Beton ExposeM263.9963.99Rp255,635.60Rp16,358,122.04-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M37.907.90Rp1,018,834.62Rp8,048,793.48

II.1.2.4PEKERJAAN BALOK BA.2Rp13,992,423.087,153,590.53-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg556.12556.12Rp13,176.30Rp7,327,601.18-BekistingKualitas Beton ExposeM218.2618.26Rp255,635.60Rp4,667,906.06-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M31.961.96Rp1,018,834.62Rp1,996,915.85

II.1.3PEKERJAAN PLAT BETON BERTULANGII.1.3.1PEKERJAAN PLAT S1Rp397,310,867.625,749,031.05-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg12,402.7912,402.79Rp13,176.30Rp163,422,819.86-BekistingKualitas Beton ExposeM2601.12601.12Rp271,953.00Rp163,476,387.36-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M369.1169.11Rp1,018,834.62Rp70,411,660.39

II.1.4PEKERJAAN DINDING BETONII.1.4.1PEKERJAAN DINDING LIFTRp86,383,621.266,036,591.28-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg3,174.983,174.98Rp13,176.30Rp41,834,473.10-BekistingKualitas Beton ExposeM2146.76146.76Rp204,208.40Rp29,969,624.78-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M314.3114.31Rp1,018,834.62Rp14,579,523.37

II.1.4.2PEKERJAAN SHEAR WALLRp15,629,209.635,875,642.72-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg568.23568.23Rp13,176.30Rp7,487,166.11-BekistingKualitas Beton ExposeM226.6026.60Rp204,208.40Rp5,431,943.44-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M32.662.66Rp1,018,834.62Rp2,710,100.08

II.1.5PEKERJAAN TANGGARp29,594,567.795,909,930.46-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg1,112.041,112.04Rp13,176.30Rp14,652,567.09-BekistingKualitas Beton ExposeM241.6641.66Rp236,141.13Rp9,837,639.27-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M35.015.01Rp1,018,834.62Rp5,104,361.43

II.1.6PEKERJAAN STRUKTUR ENTRANCEII.1.6.1PEKERJAAN ENTRANCE (E)Rp35,825,116.79II.1.6.1aPEKERJAAN BADAN TEBAL 20CM-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg364.99364.99Rp13,176.30Rp4,809,215.915,052,458.15-Bekisting DindingKualitas Beton ExposeM240.2540.25Rp204,208.40Rp8,219,388.10-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M33.233.23Rp1,018,834.62Rp3,290,835.81

II.1.6.1bPEKERJAAN PLAT S2 TEBAL 10 CM0.0-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg379.23379.23Rp13,176.30Rp4,996,846.355,680,845.12-Bekisting PlatKualitas Beton ExposeM221.7421.74Rp271,953.00Rp5,912,258.22-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M32.342.34Rp1,018,834.62Rp2,384,073.00

II.1.6.1cPEKERJAAN WATERPROOFINGWaterproofing Membrane Coating tebal 4mm + Aci KasarM221.5521.55Rp208,739.59Rp4,498,338.083,008,684.64II.1.6.1dPEKERJAAN SCREEDINGM221.5521.55Rp49,940.33Rp1,076,214.11II.1.6.1ePASANG ROOF DRAIN Outlet 2" (50mm) Setara RFS01 Brass Bh2.002.00Rp221,408.55Rp442,817.10II.1.6.1fPASANG INSTALASI AIR HUJANPipa Pvc Type AW Diameter 2" beserta fittingM15.005.00Rp39,026.02Rp195,130.10

II.1.6.2PEKERJAAN ENTRANCE (E1)Rp31,154,533.66II.1.6.2aPEKERJAAN BADAN TEBAL 20CM-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg310.47310.47Rp13,176.30Rp4,090,844.315,011,865.79-Bekisting DindingKualitas Beton ExposeM233.7433.74Rp204,208.40Rp6,889,991.42-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M32.752.75Rp1,018,834.62Rp2,801,795.20

II.1.6.2bPEKERJAAN PLAT S2 TEBAL 10 CM0.0-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg334.36334.36Rp13,176.30Rp4,405,626.005,655,041.69-Bekisting PlatKualitas Beton ExposeM219.4319.43Rp271,953.00Rp5,284,046.79-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M32.092.09Rp1,018,834.62Rp2,129,364.35

II.1.6.2cPEKERJAAN WATERPROOFINGWaterproofing Membrane Coating tebal 4mm + Aci KasarM219.0019.00Rp208,739.59Rp3,966,052.13II.1.6.2dPEKERJAAN SCREEDINGM219.0019.00Rp49,940.33Rp948,866.27II.1.6.2ePASANG ROOF DRAIN Outlet 2" (50mm) Setara RFS01 Brass Bh2.002.00Rp221,408.55Rp442,817.10II.1.6.2fPASANG INSTALASI AIR HUJANPipa Pvc Type AW Diameter 2" beserta fittingM15.005.00Rp39,026.02Rp195,130.10

II.1.6.3PEKERJAAN ENTRANCE (E2)Rp33,252,850.02II.1.6.3aPEKERJAAN BADAN TEBAL 20CM-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg362.34362.34Rp13,176.30Rp4,774,298.735,011,365.93-Bekisting DindingKualitas Beton ExposeM239.3839.38Rp204,208.40Rp8,041,726.79-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M33.213.21Rp1,018,834.62Rp3,270,459.12

II.1.6.3bPEKERJAAN PLAT S2 TEBAL 10 CM0.0-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg335.76335.76Rp13,176.30Rp4,424,072.815,767,564.87-Bekisting PlatKualitas Beton ExposeM218.8318.83Rp271,953.00Rp5,120,874.99-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M32.012.01Rp1,018,834.62Rp2,047,857.58

II.1.6.3cPEKERJAAN WATERPROOFINGWaterproofing Membrane Coating tebal 4mm + Aci KasarM219.0819.08Rp208,739.59Rp3,982,751.30II.1.6.3dPEKERJAAN SCREEDINGM219.0819.08Rp49,940.33Rp952,861.50II.1.6.3ePASANG ROOF DRAIN Outlet 2" (50mm) Setara RFS01 Brass Bh2.002.00Rp221,408.55Rp442,817.10II.1.6.3fPASANG INSTALASI AIR HUJANPipa Pvc Type AW Diameter 2" beserta fittingM15.005.00Rp39,026.02Rp195,130.10

II.1.7PEKERJAAN TULANGAN STEK ARSITEKTUR D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg314.13314.13Rp13,176.30Rp4,139,069.55Rp4,139,069.55

II.2PEKERJAAN LANTAI 2 (DUA)Rp1,288,339,371.75II.2.1PEKERJAAN KOLOMII.1.1.1PEKERJAAN KOLOM TYPE 1 (K1)Rp198,697,579.045,446,753.81-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg8,670.858,670.85Rp13,176.30Rp114,249,677.50-BekistingKualitas Beton ExposeM2188.42188.42Rp250,933.10Rp47,280,814.70-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M336.4836.48Rp1,018,834.62Rp37,167,086.84

II.2.1.2PEKERJAAN KOLOM TYPE 2 (K2)Rp186,909,508.586,210,443.53-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg8,157.558,157.55Rp13,176.30Rp107,486,285.28-BekistingKualitas Beton ExposeM2194.30194.30Rp250,933.10Rp48,756,301.33-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M330.1030.10Rp1,018,834.62Rp30,666,921.98

II.2.1.3PEKERJAAN KOLOM TYPE 3 (K3)Rp8,409,897.846,147,586.14-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg279.99279.99Rp13,176.30Rp3,689,230.84-BekistingKualitas Beton ExposeM213.2513.25Rp250,933.10Rp3,324,863.58-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M31.371.37Rp1,018,834.62Rp1,395,803.43

II.2.2PEKERJAAN BALOKII.2.2.1PEKERJAAN BALOK BI.1Rp218,213,321.405,745,389.00-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg8,501.248,501.24Rp13,176.30Rp112,014,846.11-BekistingKualitas Beton ExposeM2264.06264.06Rp255,635.60Rp67,503,136.54-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M337.9837.98Rp1,018,834.62Rp38,695,338.76

II.2.2.2PEKERJAAN BALOK BI.2Rp89,083,616.995,847,683.93-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg3,494.733,494.73Rp13,176.30Rp46,047,593.43-BekistingKualitas Beton ExposeM2107.65107.65Rp255,635.60Rp27,519,172.34-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M315.2315.23Rp1,018,834.62Rp15,516,851.22

II.2.2.3PEKERJAAN BALOK BA.1Rp45,956,482.475,817,276.26-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg1,635.481,635.48Rp13,176.30Rp21,549,566.95-BekistingKualitas Beton ExposeM263.9963.99Rp255,635.60Rp16,358,122.04-BetonKualitas Beton ExposeM37.907.90Rp1,018,834.62Rp8,048,793.48

II.2.2.4PEKERJAAN BALOK BA.2Rp13,992,423.087,153,590.53-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg556.12556.12Rp13,176.30Rp7,327,601.18-BekistingKualitas Beton ExposeM218.2618.26Rp255,635.60Rp4,667,906.06-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M31.961.96Rp1,018,834.62Rp1,996,915.85

II.2.3PEKERJAAN PLAT BETON BERTULANGII.2.3.1PEKERJAAN PLAT S1Rp396,844,000.195,749,643.43-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg12,389.5912,389.59Rp13,176.30Rp163,248,892.77-BekistingKualitas Beton ExposeM2600.38600.38Rp271,953.00Rp163,275,142.1415,495.21-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M369.0269.02Rp1,018,834.62Rp70,319,965.28620.9071.98II.2.4PEKERJAAN DINDING BETONII.2.4.1PEKERJAAN DINDING LIFTRp81,347,938.146,071,647.87-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg3,004.513,004.51Rp13,176.30Rp39,588,310.09-BekistingKualitas Beton ExposeM2137.64137.64Rp204,208.40Rp28,107,244.18-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M313.4013.40Rp1,018,834.62Rp13,652,383.87

II.2.4.2PEKERJAAN SHEAR WALLRp14,791,649.135,897,786.73-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg539.82539.82Rp13,176.30Rp7,112,827.57-BekistingKualitas Beton ExposeM225.0825.08Rp204,208.40Rp5,121,546.67-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M32.512.51Rp1,018,834.62Rp2,557,274.89

II.2.5PEKERJAAN TANGGARp29,594,567.795,909,930.46-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg1,112.041,112.04Rp13,176.30Rp14,652,567.09-BekistingKualitas Beton ExposeM241.6641.66Rp236,141.13Rp9,837,639.27-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M35.015.01Rp1,018,834.62Rp5,104,361.43

II.2.6PEKERJAAN TULANGAN STEK ARSITEKTUR D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg341.40341.40Rp13,176.30Rp4,498,387.11Rp4,498,387.11

II.3PEKERJAAN LANTAI 3 (TIGA)Rp1,289,375,978.15II.3.1PEKERJAAN KOLOMII.3.1.1PEKERJAAN KOLOM TYPE 1 (K1)Rp184,776,251.296,331,423.08-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg8,627.458,627.45Rp13,176.30Rp113,677,826.30-BekistingKualitas Beton ExposeM2164.86164.86Rp250,933.10Rp41,368,830.87-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M329.1829.18Rp1,018,834.62Rp29,729,594.13

II.3.1.2PEKERJAAN KOLOM TYPE 2 (K2)Rp199,696,971.126,635,332.64-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg9,128.049,128.04Rp13,176.30Rp120,273,747.81-BekistingKualitas Beton ExposeM2194.30194.30Rp250,933.10Rp48,756,301.33-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M330.1030.10Rp1,018,834.62Rp30,666,921.98

II.3.1.3PEKERJAAN KOLOM TYPE 3 (K3)Rp8,409,897.846,147,586.14-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg279.99279.99Rp13,176.30Rp3,689,230.84-BekistingKualitas Beton ExposeM213.2513.25Rp250,933.10Rp3,324,863.58-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M31.371.37Rp1,018,834.62Rp1,395,803.43

II.3.2PEKERJAAN BALOKII.3.2.1PEKERJAAN BALOK BI.1Rp220,089,758.855,694,047.98-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg8,501.248,501.24Rp13,176.30Rp112,014,846.11-BekistingKualitas Beton ExposeM2268.73268.73Rp255,635.60Rp68,696,954.79-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M338.6538.65Rp1,018,834.62Rp39,377,957.95

II.3.2.2PEKERJAAN BALOK BI.2Rp89,083,616.995,847,683.93-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg3,494.733,494.73Rp13,176.30Rp46,047,593.43-BekistingKualitas Beton ExposeM2107.65107.65Rp255,635.60Rp27,519,172.34-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M315.2315.23Rp1,018,834.62Rp15,516,851.22

II.3.2.3PEKERJAAN BALOK BA.1Rp45,956,482.475,817,276.26-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg1,635.481,635.48Rp13,176.30Rp21,549,566.95-BekistingKualitas Beton ExposeM263.9963.99Rp255,635.60Rp16,358,122.04-BetonKualitas Beton ExposeM37.907.90Rp1,018,834.62Rp8,048,793.48

II.3.2.4PEKERJAAN BALOK BA.2Rp14,056,522.137,099,253.60-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg555.17555.17Rp13,176.30Rp7,315,083.70-BekistingKualitas Beton ExposeM218.4818.48Rp255,635.60Rp4,724,145.89-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M31.981.98Rp1,018,834.62Rp2,017,292.54

II.3.3PEKERJAAN PLAT BETON BERTULANGII.3.3.1PEKERJAAN PLAT S1Rp397,073,935.315,743,064.76-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg12,391.5712,391.57Rp13,176.30Rp163,274,981.83-BekistingKualitas Beton ExposeM2600.68600.68Rp271,953.00Rp163,356,728.04-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M369.1469.14Rp1,018,834.62Rp70,442,225.43

II.3.4PEKERJAAN DINDING BETONII.3.4.1PEKERJAAN DINDING LIFTRp81,347,938.146,071,647.87-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg3,004.513,004.51Rp13,176.30Rp39,588,310.09-BekistingKualitas Beton ExposeM2137.64137.64Rp204,208.40Rp28,107,244.18-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M313.4013.40Rp1,018,834.62Rp13,652,383.87

II.3.4.2PEKERJAAN SHEAR WALLRp14,791,649.135,897,786.73-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg539.82539.82Rp13,176.30Rp7,112,827.57-BekistingKualitas Beton ExposeM225.0825.08Rp204,208.40Rp5,121,546.67-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M32.512.51Rp1,018,834.62Rp2,557,274.89

II.3.5PEKERJAAN TANGGARp29,594,567.795,909,930.46-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg1,112.041,112.04Rp13,176.30Rp14,652,567.09-BekistingKualitas Beton ExposeM241.6641.66Rp236,141.13Rp9,837,639.27-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M35.015.01Rp1,018,834.62Rp5,104,361.43

II.3.6PEKERJAAN TULANGAN STEK ARSITEKTUR D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg341.40341.40Rp13,176.30Rp4,498,387.11Rp4,498,387.11

II.4PEKERJAAN LANTAI 4 (EMPAT)Rp1,145,633,245.05II.4.1PEKERJAAN KOLOMII.4.1.1PEKERJAAN KOLOM TYPE 1 (K1)Rp184,776,251.296,331,423.08-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg8,627.458,627.45Rp13,176.30Rp113,677,826.30-BekistingKualitas Beton ExposeM2164.86164.86Rp250,933.10Rp41,368,830.87-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M329.1829.18Rp1,018,834.62Rp29,729,594.13

II.4.1.2PEKERJAAN KOLOM TYPE 2 (K2)Rp181,539,932.616,635,231.45-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg8,298.228,298.22Rp13,176.30Rp109,339,794.69-BekistingKualitas Beton ExposeM2176.64176.64Rp250,933.10Rp44,324,822.78-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M327.3627.36Rp1,018,834.62Rp27,875,315.13

II.4.2PEKERJAAN BALOKII.4.2.1PEKERJAAN BALOK BI.1Rp178,518,953.595,743,853.08-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg6,953.086,953.08Rp13,176.30Rp91,615,833.24-BekistingKualitas Beton ExposeM2216.08216.08Rp255,635.60Rp55,237,740.45-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M331.0831.08Rp1,018,834.62Rp31,665,379.90

II.4.2.2PEKERJAAN BALOK BI.2Rp89,083,616.995,847,683.93-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg3,494.733,494.73Rp13,176.30Rp46,047,593.43-BekistingKualitas Beton ExposeM2107.65107.65Rp255,635.60Rp27,519,172.34-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M315.2315.23Rp1,018,834.62Rp15,516,851.22

II.4.2.3PEKERJAAN BALOK BA.1Rp35,090,751.375,819,361.75-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg1,249.361,249.36Rp13,176.30Rp16,461,935.92-BekistingKualitas Beton ExposeM248.8448.84Rp255,635.60Rp12,485,242.70-BetonKualitas Beton ExposeM36.036.03Rp1,018,834.62Rp6,143,572.74

II.3.2.4PEKERJAAN BALOK BA.2Rp14,056,522.137,099,253.60-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg555.17555.17Rp13,176.30Rp7,315,083.70-BekistingKualitas Beton ExposeM218.4818.48Rp255,635.60Rp4,724,145.89-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M31.981.98Rp1,018,834.62Rp2,017,292.54

II.4.3PEKERJAAN PLAT BETON BERTULANGII.4.3.1PEKERJAAN PLAT S1Rp333,179,670.725,764,089.30-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg10,437.3710,437.37Rp13,176.30Rp137,525,866.14-BekistingKualitas Beton ExposeM2502.90502.90Rp271,953.00Rp136,765,163.70-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M357.8057.80Rp1,018,834.62Rp58,888,640.87

II.4.4PEKERJAAN DINDING BETONII.4.4.1PEKERJAAN DINDING LIFTRp81,347,938.146,071,647.87-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg3,004.513,004.51Rp13,176.30Rp39,588,310.09-BekistingKualitas Beton ExposeM2137.64137.64Rp204,208.40Rp28,107,244.18-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M313.4013.40Rp1,018,834.62Rp13,652,383.87

II.4.4.2PEKERJAAN SHEAR WALLRp14,791,649.135,897,786.73-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg539.82539.82Rp13,176.30Rp7,112,827.57-BekistingKualitas Beton ExposeM225.0825.08Rp204,208.40Rp5,121,546.67-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M32.512.51Rp1,018,834.62Rp2,557,274.89

II.4.5PEKERJAAN TANGGARp29,594,567.795,909,930.46-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg1,112.041,112.04Rp13,176.30Rp14,652,567.09-BekistingKualitas Beton ExposeM241.6641.66Rp236,141.13Rp9,837,639.27-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M35.015.01Rp1,018,834.62Rp5,104,361.43

II.4.6PEKERJAAN TULANGAN STEK ARSITEKTUR D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg277.27277.27Rp13,176.30Rp3,653,391.31Rp3,653,391.31

II.5PEKERJAAN STRUKTUR LANTAI 5 (LIMA)Rp1,340,987,328.51II.5.1PEKERJAAN KOLOMII.5.1.1PEKERJAAN KOLOM TYPE 1 (K1)Rp150,656,524.845,899,769.93-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg6,543.586,543.58Rp13,176.30Rp86,220,140.44-BekistingKualitas Beton ExposeM2153.09153.09Rp250,933.10Rp38,415,348.28-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M325.5425.54Rp1,018,834.62Rp26,021,036.12

II.5.1.2PEKERJAAN KOLOM TYPE 2 (K2)Rp169,914,882.826,210,339.28-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg7,415.957,415.95Rp13,176.30Rp97,714,744.91-BekistingKualitas Beton ExposeM2176.64176.64Rp250,933.10Rp44,324,822.78-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M327.3627.36Rp1,018,834.62Rp27,875,315.13

II.5.2PEKERJAAN BALOKII.5.2.1PEKERJAAN BALOK BI.1Rp179,463,544.665,712,488.69-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg6,953.086,953.08Rp13,176.30Rp91,615,833.24-BekistingKualitas Beton ExposeM2218.42218.42Rp255,635.60Rp55,835,927.75-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M331.4231.42Rp1,018,834.62Rp32,011,783.67

II.5.2.2PEKERJAAN BALOK BI.2Rp78,703,368.245,948,856.25-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg3,136.303,136.30Rp13,176.30Rp41,324,814.01-BekistingKualitas Beton ExposeM293.4993.49Rp255,635.60Rp23,899,372.24-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M313.2313.23Rp1,018,834.62Rp13,479,181.99

II.5.2.3PEKERJAAN BALOK BA.1Rp35,090,751.375,819,361.75-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg1,249.361,249.36Rp13,176.30Rp16,461,935.92-BekistingKualitas Beton ExposeM248.8448.84Rp255,635.60Rp12,485,242.70-BetonKualitas Beton ExposeM36.036.03Rp1,018,834.62Rp6,143,572.74

II.5.3PEKERJAAN PLAT BETON BERTULANGII.5.3.1PEKERJAAN PLAT S1Rp587,006,108.705,614,986.78-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg12,353.7912,353.79Rp13,176.30Rp162,777,181.41-BekistingKualitas Beton ExposeM2621.70621.70Rp271,953.00Rp169,073,180.10-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M372.2072.20Rp1,018,834.62Rp73,559,859.36-WaterproofingMembrane Coating Tebal 4mmM2702.01702.01Rp208,739.59Rp146,537,276.77-ScreedingM2702.01702.01Rp49,940.33Rp35,058,611.06

II.5.4PEKERJAAN DINDING BETONII.5.4.1PEKERJAAN DINDING LIFTRp81,347,938.146,071,647.87-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg3,004.513,004.51Rp13,176.30Rp39,588,310.09-BekistingKualitas Beton ExposeM2137.64137.64Rp204,208.40Rp28,107,244.18-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M313.4013.40Rp1,018,834.62Rp13,652,383.87

II.5.4.2PEKERJAAN SHEAR WALLRp14,791,649.135,897,786.73-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg539.82539.82Rp13,176.30Rp7,112,827.57-BekistingKualitas Beton ExposeM225.0825.08Rp204,208.40Rp5,121,546.67-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M32.512.51Rp1,018,834.62Rp2,557,274.89

II.5.5PEKERJAAN TANGGARp40,359,169.305,668,693.35-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg1,508.501,508.50Rp13,176.30Rp19,876,441.01-BekistingKualitas Beton ExposeM256.0256.02Rp236,141.13Rp13,228,625.82-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M37.127.12Rp1,018,834.62Rp7,254,102.47

II.5.6PEKERJAAN TULANGAN STEK ARSITEKTUR D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg277.27277.27Rp13,176.30Rp3,653,391.31Rp3,653,391.31

II.6PEKERJAAN STRUKTUR LANTAI DACKRp442,299,254.12II.6.1PEKERJAAN KOLOMII.6.1.1PEKERJAAN KOLOM TYPE 1 (K1)Rp7,046,746.9811,185,052.69-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg248.93248.93Rp13,176.30Rp3,279,975.11-BekistingKualitas Beton ExposeM27.687.68Rp250,933.10Rp1,927,166.21-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M30.510.51Rp1,018,834.62Rp519,605.65-Angkur Kolom Baja Struktur Beserta AccessoriesTitik8.008.00Rp165,000.00Rp1,320,000.00

II.6.1.2PEKERJAAN KOLOM TYPE 2 (K2)Rp136,045,220.436,685,478.84-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg6,240.256,240.25Rp13,176.30Rp82,223,374.87-BekistingKualitas Beton ExposeM2130.75130.75Rp250,933.10Rp32,809,502.83-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M320.3020.30Rp1,018,834.62Rp20,682,342.73-Angkur Balok Baja Struktur Beserta AccessoriesTitik2.002.00Rp165,000.00Rp330,000.00

II.6.1.3PEKERJAAN KOLOM TYPE 4 (K4)Rp2,404,511.348,015,037.81-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg81.5981.59Rp13,176.30Rp1,075,053.91-BekistingKualitas Beton ExposeM24.084.08Rp250,933.10Rp1,023,807.05-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M30.300.30Rp1,018,834.62Rp305,650.39

II.6.2PEKERJAAN BALOKII.6.2.1PEKERJAAN BALOK BI.2Rp5,363,047.755,958,941.95-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg214.04214.04Rp13,176.30Rp2,820,254.18-BekistingKualitas Beton ExposeM26.366.36Rp255,635.60Rp1,625,842.42-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M30.900.90Rp1,018,834.62Rp916,951.16

II.6.2.2PEKERJAAN BALOK BA.1Rp28,331,049.946,196,642.60-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg1,078.361,078.36Rp13,176.30Rp14,208,789.48-BekistingKualitas Beton ExposeM237.0337.03Rp255,635.60Rp9,466,186.27-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M34.574.57Rp1,018,834.62Rp4,656,074.20

II.6.3PEKERJAAN PLAT BETON BERTULANGII.6.3.1PEKERJAAN PLAT S1Rp108,242,463.205,664,620.36-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg2,134.352,134.35Rp13,176.30Rp28,122,825.23-BekistingKualitas Beton ExposeM2128.40128.40Rp271,953.00Rp34,918,765.20-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M313.5713.57Rp1,018,834.62Rp13,825,585.76-Pekerjaan WaterproofingMembrane Coating T.4mm + Aci KasarM2121.29121.29Rp208,739.59Rp25,318,024.39-Pekerjaan ScreedingM2121.29121.29Rp49,940.33Rp6,057,262.63

II.6.3.2PEKERJAAN PLAT S2Rp74,917,570.306,417,753.79-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg1,531.831,531.83Rp13,176.30Rp20,183,843.97-BekistingKualitas Beton ExposeM287.8987.89Rp271,953.00Rp23,901,949.17-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M38.168.16Rp1,018,834.62Rp8,313,690.48-Pekerjaan WaterproofingMembrane Coating T.4mm + Aci KasarM287.0587.05Rp208,739.59Rp18,170,780.96-Pekerjaan ScreedingM287.0587.05Rp49,940.33Rp4,347,305.73

II.6.3.3PEKERJAAN PLAT S3Rp41,652,527.804,548,782.51-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg1,274.881,274.88Rp13,176.30Rp16,798,194.97-BekistingKualitas Beton ExposeM236.3636.36Rp271,953.00Rp9,888,211.08-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M37.567.56Rp1,018,834.62Rp7,702,389.71-Pekerjaan WaterproofingMembrane Coating T.4mm + Aci KasarM228.0828.08Rp208,739.59Rp5,861,407.57-Pekerjaan ScreedingM228.0828.08Rp49,940.33Rp1,402,324.47

II.6.3.4PEKERJAAN TALANG AIR FRP T.5MMRp30,232,216.841.00-Rangka Talang + Kedudukan Beserta AccessoriesBaja Siku 50x50 + Pipa Pengaku D.2"M111.4011.40Rp837,865.33Rp9,551,664.71-LisplankPlat Baja T.1,2 mm, Finish Cat EnamelM228.5028.50Rp291,436.79Rp8,305,948.46-Lapisan Permukaan TalangFRP t. 5mmM229.6429.64Rp417,496.75Rp12,374,603.67

II.6.4PEKERJAAN TANGGA RUANG MESIN LIFTRp6,659,833.545,605,920.49-Pembesian D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg243.17243.17Rp13,176.30Rp3,204,079.66-BekistingKualitas Beton ExposeM29.509.50Rp236,141.13Rp2,243,340.69-BetonF'c = 26,4 MPa (K 300), Slump (12 2) cm, W/C = 0,49M31.191.19Rp1,018,834.62Rp1,212,413.19

II.6.5PEKERJAAN TULANGAN STEK ARSITEKTUR D10 BJTD Fy 400 Mpa & < 10 BJTP Fy 240 MPaKg106.56106.56Rp13,176.30Rp1,404,066.00Rp1,404,066.00

II.7PEKERJAAN STRUKTUR ATAPRp378,876,109.43II.7.1PEKERJAAN KOLOMII.7.1.1PEKERJAAN KOLOM BAJA TYPE 1 (K1)Rp22,346,553.441,485,808.07-Baja Profil Honeycomb + AccesorriesHC 300x100x5.5x8, Original Size WF 200x100x5.5x8Kg401.07401.07Rp48,538.60Rp19,467,376.30-PengecatanLapis Seng (Galbani) Secara Semprot Dengan Sistim 1 LapisM215.0415.04Rp191,434.65Rp2,879,177.14

II.7.2PEKERJAAN BALOKII.7.2.1PEKERJAAN BALOK HCRp86,295,108.15-Baja Profil Honeycomb + AccesorriesHC 300x100x5.5x8, Original Size WF 200x100x5.5x8Kg1,548.801,548.80Rp48,538.60Rp75,176,583.68-PengecatanLapis Seng (Galbani) Secara Manual Dengan Sistim 3 LapisM258.0858.08Rp191,434.65Rp11,118,524.47

II.7.3PEKERJAAN ATAPBELUM DIKERJAKAN PADA TAHAP INIRp120,075,535.64II.7.3.1PEKERJAAN RANGKA KUDA-KUDACremona Pipa Hitam BSP Diameter 4 ", dan 3"M2172.70172.70Rp488,745.14Rp84,406,286.251.00II.7.3.2PEKERJAAN RANGKA LAPIS KEDAP AIR ATAPPipa Hitam BSP Diameter 2 "M2279.30279.30Rp127,709.45Rp35,669,249.391.00II.7.3.3PEKERJAAN LAPIS KEDAP AIR ATAPBELUM DIKERJAKAN PADA TAHAP INI (alluminium foil double side fire retardant tebal 8mm)M2279.300.0Rp109,462.500.00.0II.7.3.4PEKERJAAN RANGKA ATAPBELUM DIKERJAKAN PADA TAHAP INI (Pipa Hitam BSP Diameter 1.5")M2279.300.0Rp263,280.420.00.0II.7.3.5PEKERJAAN LAPIS PENUTUP ATAPBELUM DIKERJAKAN PADA TAHAP INI (Low Carbon Steel Panel Tebal 1,2mm Finish Cat Enamel)M2279.300.0Rp604,889.760.00.0II.7.3.6PEKERJAAN LESPLANKBELUM DIKERJAKAN PADA TAHAP INI (Plat Baja Tebal 1,2 mm Finish Cat Enamel)M242.570.0Rp291,436.790.00.0

II.7.3PEKERJAAN SPARING INSTALASI PLUMBINGRp32,691,096.35II.7.3.1Pasang Roof DrainOutlet 100mm, Setara RFS01 BrassBh40.0040.000Rp309,408.55Rp12,376,342.00II.7.3.2Pasang Sparing InstalasiSparing Instalasi Plumbing, Gambar Titik Sparing TerlampirLs1.001.000Rp20,314,754.35Rp20,314,754.35

II.7.4TRANSPORTASI VERTIKAL BANGUNAN BERTINGKATLihat AnalisaLs1.001.000Rp117,467,815.85Rp117,467,815.85Rp117,467,815.85

TOTAL FISIK (NON PPN)Rp10,155,457,429.48Rp10,155,457,429.48

Padang, April 2015

Konsultan PerencanaPT. NATURAL SUMATERA CONSULTANT

Ir. CHANDRA SURYADirektur

RAB Page &P of &N

Shedule TIME SCHEDULLE

PROGRAM: GEDUNG DAN BANGUNANKEGIATAN: PEMBANGUNAN GEDUNG ASRAMA BERLANTAI 5 LPMP SUMBARPEKERJAAN: PEMBANGUNAN GEDUNG KELAS dan ASRAMA BLOK B TAHAP I (STRUKTUR)LOKASI: KOMPLEK PERGURUAN TINGGI AIR TAWAR PADANGTAHUN: 2015

Bulan Ke - 1Bulan Ke - 2Bulan Ke - 3Bulan Ke - 4Bulan Ke - 5Bulan Ke - 6Bulan Ke - 7NO.URAIAN PEKERJAANBIAYABOBOTMinggu Ke -Minggu Ke -Minggu Ke -Minggu Ke -Minggu Ke -Minggu Ke -Minggu Ke -Persentase12345678910111213141516171819202122232425262728

IPEKERJAAN STRUKTUR BAWAHI.1PEKERJAAN PONDASI KSLLRp2,813,187,601.9727.70%3.08%3.08%3.08%3.08%3.08%3.08%3.08%3.08%3.08%IIPEKERJAAN STRUKTUR ATASII.1PEKERJAAN STRUKTUR LANTAI 1 (SATU)Rp1,456,758,540.5014.34%2.05%2.05%2.05%2.05%2.05%2.05%2.05%II.2PEKERJAAN LANTAI 2 (DUA)Rp1,288,339,371.7512.69%1.81%1.81%1.81%1.81%1.81%1.81%1.81%II.3PEKERJAAN LANTAI 3 (TIGA)Rp1,289,375,978.1512.70%1.81%1.81%1.81%1.81%1.81%1.81%1.81%II.4PEKERJAAN LANTAI 4 (EMPAT)Rp1,145,633,245.0511.28%1.88%1.88%1.88%1.88%1.88%1.88%II.5PEKERJAAN STRUKTUR LANTAI 5 (LIMA)Rp1,340,987,328.5113.20%2.20%2.20%2.20%2.20%2.20%2.20%II.6PEKERJAAN STRUKTUR LANTAI DACKRp442,299,254.124.36%1.09%1.09%1.09%1.09%II.7PEKERJAAN STRUKTUR ATAPRp378,876,109.433.73%1.87%1.87%

JUMLAH TOTAL (Tanpa PPN)Rp10,155,457,429.48100%BOBOT RENCANA3.08%3.08%3.08%3.08%3.08%3.08%5.13%5.13%5.13%2.05%3.86%3.86%3.86%3.63%3.63%3.63%3.63%3.69%3.69%3.69%4.08%4.08%4.08%3.29%3.29%3.29%2.95%1.87%BOBOT KOMULATIF0.03.1%6.2%9.2%12.3%15.4%18.5%23.6%28.7%33.8%35.9%39.8%43.6%47.5%51.1%54.7%58.4%62.0%65.7%69.4%73.1%77.1%81.2%85.3%88.6%91.9%95.2%98.1%100.0%BOBOT REALISASIBOBOT REALISASI KOMULATIF

Padang, April 2015

Konsultan PerencanaPT. NATURAL SUMATERA CONSULTANT

Ir. CHANDRA SURYADirektur

VolumeURAIAN PERHITUNGAN VOLUME PEKERJAAN

PROGRAM: GEDUNG DAN BANGUNANKEGIATAN: PEMBANGUNAN GEDUNG ASRAMA BERLANTAI 5 LPMP SUMBARPEKERJAAN: PEMBANGUNAN GEDUNG KELAS dan ASRAMA BLOK B TAHAP I (STRUKTUR)LOKASI: KOMPLEK PERGURUAN TINGGI AIR TAWAR PADANGTAHUN: 2015

NO.URAIAN PEKERJAANKODEKETERANGANNILAISAT.(N)(M)(O)(K)(Q)(S)ERROR:#REF!ERROR:#REF!IIPEKERJAAN STRUKTUR ATAS14II.10PEKERJAAN STRUKTUR LANTAI 1 (SATU)15II.1.100PEKERJAAN KOLOM16II.1.1.1000PEKERJAAN KOLOM TYPE 1 (K1)17-0000Pembesian18Lampiran Perhitungan Besi Kolom9,114.3360kg-0000Bekisting19=(M22*M21)*M20198.6560m2Jumlah Kolom16.0000bh20=M24Panjang Dimensi3.2000m'21=0.6+0.6+1+1Tinggi Bekisting 1 Kolom3.8800m'22=M26-0.12-0000Beton23=(M26*M25)*M2438.4000m3Jumlah Kolom16.0000bh24=16Area Dimensi0.6000m225=0.6*1Tinggi 1 kolom4.0000m'26=4000027II.1.1.2000PEKERJAAN KOLOM TYPE 2 (K2)28-0000Pembesian29Lampiran Perhitungan Besi Kolom8,576.1562kg-0000Bekisting30=(M33*M32)*M31204.8640m2Jumlah Kolom22.0000bh31=M35Panjang Dimensi2.4000m'32=0.6*4Tinggi Bekisting 1 Kolom3.8800m'33=M37-0.12-0000Beton34=(M37*M36)*M3531.6800m3Jumlah Kolom22.0000bh35=22Area Dimensi0.3600m236=0.6*0.6Tinggi 1 kolom4.0000m'37=4000038II.1.1.3000PEKERJAAN KOLOM TYPE 3 (K3)39-0000Pembesian40Lampiran Perhitungan Besi Kolom294.1445kg-0000Bekisting41=(M44*M43)*M4213.9680m2Jumlah Kolom2.0000bh42=M46Panjang Dimensi1.8000m'43=0.3+0.3+0.6+0.6Tinggi Bekisting 1 Kolom3.8800m'44=M48-0.12-0000Beton45=(M48*M47)*M461.4400m3Jumlah Kolom2.0000bh46=2Area Dimensi0.1800m247=0.3*0.6Tinggi 1 kolom4.0000m'48=4II.1.2ERROR:#REF!PEKERJAAN BALOK49II.1.2.10PEKERJAAN BALOK BI.150-00Pembesian51Lampiran Perhitungan Besi Balok8,502.4012Kg-00Bekisting52=M53*M54264.1140M2Panjang Balok180.9000m'53=M56Lebar Bekisting1.4600m'54=0.3+((0.7-0.12)*2)-00Beton55=M56*M5737.9890M3Panjang Balok180.9000m'56=+((6.4+6.4+6.4)*4)+((6.4*1))+((8.95+0.7)*2)+((6+5+6)*4)+((5.2*2))Area Dimensi0.2100m257=0.3*0.7Penambahan panjang untuk Tulangan28.0000m'58=SUM(M59:M61)K125.6000m59=16*1.6K22.4000m60=2*1.2K30.0m61II.1.2.20PEKERJAAN BALOK BI.262-00Pembesian63Lampiran Perhitungan Besi Balok3,494.7294Kg-00Bekisting64=M65*M66107.6536M2Panjang Balok101.5600m'65=M68Lebar Bekisting1.0600m'66=0.3+((0.5-0.12)*2)-00Beton67=M68*M6915.2340M3Panjang Balok101.5600m'68=+(2.4+4.4+2.55+2.4+1.4+1.4+1.28+2.4+2.4+5.4+5.4+1.28+2.4+2.4+1.4+1.4+2.4+2.55+4.4+2.4+2.4+4.4+2.55+2.4+1.4+1.4+2.4+2.4+5.4+5.4+2.4+2.4+1.4+1.4+2.4+2.55+4.4+2.4)Area Dimensi0.1500m269=0.3*0.5Penambahan panjang untuk Tulangan30.0000m'70=SUM(M71:M73)K14.8000m71=0.6*8K224.0000m72=+(0.6+0.6)*20BI1.2000m73=0.3*4II.1.2.3PEKERJAAN BALOK BA.174-0Pembesian75Lampiran Perhitungan Besi Balok1,635.4798Kg-0Bekisting76=M77*M7863.9900M2Panjang Balok79.0000m'77=M80Lebar Bekisting0.8100m'78=0.25+((0.4-0.12)*2)-0Beton79=M80*M817.9000M3Panjang Balok79.0000m'80=+(6*2)+(6.7)+(6.7*9)Area Dimensi0.1000m281=0.25*0.4Penambahan panjang untuk Tulangan4.8000m'82=M83BI.14.8000M'83=16*0.3II.1.2.4PEKERJAAN BALOK BA.284-0Pembesian85Lampiran Perhitungan Besi Balok556.1247Kg-0Bekisting86=M87*M8818.2560M2Panjang Balok32.6000m'87=M90Lebar Bekisting0.5600m'88=0.2+((0.3-0.12)*2)-0Beton89=M90*M911.9560M3Panjang Balok32.6000m'90=+(2.7*2)+(2.72*10)Area Dimensi0.0600m291=0.2*0.3Penambahan panjang untuk Tulangan5.0000m'92=M93ba.15.0000M'93=0.25*2094II.1.3PEKERJAAN PLAT BETON BERTULANG95II.1.3.10PEKERJAAN PLAT S196-00Pembesian97=M98*M9912,402.7868KgLuas Pembesian Plat704.7979m298=M110Berat Pembesian17.5977Kg/m299Lampiran Perhitungan Plat-00Bekisting100=M101+M104601.1197M2Penambahan luasan di tepi plat sisi luar25.2098m2101=+((123.6826)+(14.8*2)+(9.3996*2)+(3.8*5)+(4.3)+(2.65*2))*0.12-00Beton102=M103*M10469.1092M3Tebal Plat0.1200m'103=0.12Luasan untuk beton575.9099m2104=M107-(M106+M105+M108+M109)luasan posisi balok111.0080m2105=(0.3*(M68+M56))+((0.25*M80))+((0.2*M90))luasan posisi kolom17.8800m2106=((M24*M25))+((M35*M36))+((M46*M47))luasan seluruhnya750.2236m2107=749.3236Pengurangan Luas Posisi Shaft4.7175m2108=+(0.7425*5)+(0.555)+(0.225*2)Pengurangan Luas Tangga & Lift40.7082m2109=+(5.1744*2)+(12.5925*2)Luasan untuk Pembesian704.7979m2110=M107-(M108+M109)111II.1.4PEKERJAAN DINDING BETON112II.1.4.10PEKERJAAN DINDING LIFTJumlah3113=2-00Pembesian114=(M115*M116)*N1133,174.9773KgBerat Tulangan28.4114kg/m2115Lampiran Perhitungan Besi DindingLuasan37.2500m2116=M117-M118Luas Seluruhnya40.0000m2117=10*4Pengurangan Luas Concrete Opening2.7500m2118=2.5*1.1-00Bekisting119=(((M120*M121)*M122)-M123)*N113146.7600M2Lebar7.6000m120=M125Tinggi3.5000m121=M126Jumlah Sisi2.0000sisi122=2Pengurangan Luas Untuk Concrete Opening4.2800m2123=((2.5*1.1)*2)-((2.5*2)+1.1)*M127-00Beton124=((M125*M126*M127)-M128)*N11314.3100M3Lebar7.6000m125=2.4+2.4+1.4+1.4Tinggi3.5000m126=4-0.5Tebal0.2000m127=0.2Pengurangan Luas Volume Untuk Concrete Opening0.5500m3128=+(1.1*2.5)*M127000129II.1.4.20PEKERJAAN SHEAR WALLJumlah SW1130=2-00Pembesian131=(M132*M133)*N130568.2286KgBerat Tulangan28.4114kg/m2132Lampiran Perhitungan Besi Shear WallLuasan20.0000m2133=M134Luas Seluruhnya20.0000m2134=5*4-00Bekisting135=((M136*M137)*M138)*N13026.6000M2Lebar3.8000m136=M140Tinggi3.5000m137=M141Jumlah Sisi2.0000sisi138=2-00Beton139=((M140*M141)*M142)*N1302.6600M3Lebar3.8000m140=2.4+1.4Tinggi3.5000m141=4-0.5Tebal0.2000m142=0.2143II.1.5PEKERJAAN TANGGAJumlah2144=2-Pembesian145=(M150+M155+M160+M165)*N1441,112.0432KgTulangan D16-125146Diameter1.6000cm147=1.6Panjang9.9200m'148=M183+(M186*2)Jumlah22.0000Bh149=ROUND((M182/0.125)+1,0)*2Berat344.4351kg150=0.6165*M147*M147*(M148*M149)Tulangan D12-200151Diameter1.2000cm152=1.2Panjang1.2000m'153=M182Jumlah102.0000Bh154=ROUND((M148/0.2)+1,0)*2Berat108.6618kg155=0.6165*M152*M152*(M154*M153)Tulangan 1D10156Diameter1.0000cm157=1Panjang1.2000m'158=M190Jumlah21.0000Bh159=M189Berat15.5358kg160=0.6165*M157*M157*(M158*M159)Tulangan D10-150161Diameter1.0000cm162=1Panjang0.7500m'163=0.75Jumlah189.0000Bh164=ROUND((M190/0.15)+1,0)*M189Berat87.3889kg165=0.6165*M162*M162*(M163*M164)-Bekisting166=(M167+M171+M175)*N14441.6640M2Bekisting Plat Anak Tangga10.9500m2167=(M168*M169)+M170Panjang7.3000m168=M183Lebar1.2000m169=M182Luas Bagian Tepi Plat2.1900m2170=(2*M183)*M181Bekisting Borders3.8970m2171=(M172*M173)+M174Panjang2.4000m172=M187Lebar1.3100m173=M186Luas Bagian Tepi Plat0.7530m2174=(M186+M186+M187)*M185Bekisting Anak Tangga5.9850m2175=(M177+M178)*M176Jumlah Anak Tangga21.0000bh176=M189Luasan 1 Anak Tangga0.2280m2177=M190*0.19Luasan Bagian Tepi 1 Anak Tangga0.0570m2178=+(2*M191)-Beton179=(M180+M184+M188)*N1445.0076M3Beton Plat Anak Tangga1.3140m3180=(M183*M182)*M181Tebal0.1500m181=0.15Lebar1.2000m182=1.2Panjang7.3000m183=7.3Beton Borders0.4716m3184=(M187*M186)*M185Tebal0.1500m185=M181Lebar1.3100m186=1.31Panjang2.4000m187=2.4Beton Anak Tangga0.7182m3188=(M190*M191)*M189Jumlah Anak Tangga21.0000bh189=21Panjang 1 Anak Tangga1.2000m190=1.2Area Dimensi 1 Anak Tangga0.0285m21910.0285192II.1.6PEKERJAAN STRUKTUR ENTRANCE193II.1.6.10PEKERJAAN ENTRANCE (E)194II.1.6.1a00PEKERJAAN BADAN TEBAL 20CM195-00Pembesian196=M197*M198364.9930KgLuas16.1646m2197=M203Berat Per m222.5798kg198Lampiran Perhitungan Besi Plat-00Bekisting Dinding199=(M203*M200)+M20140.2515M2Jumlah Sisi2.0000200=2Luas Bagian Tepi7.9223m2201=+(35.6117+4)*0.2-00Beton202=M203*M2043.2329M3Luasan16.1646m2203=15.3846+0.78Tebal0.2000m'204=0.2II.1.6.1b0PEKERJAAN PLAT S2 TEBAL 10 CM205-00Pembesian206=M207*M208379.2294KgLuas Pembesian Plat21.5500m2207=M219Berat Pembesian17.5977Kg/m2208Lampiran Perhitungan Plat-00Bekisting Plat209=M210+M21321.7400M2Penambahan luasan di tepi plat sisi luar2.2300m2210=22.3*0.1-00Beton211=M212*M2132.3412M3Tebal Plat0.1200m'212=0.12Luasan untuk beton19.5100m2213=M216-(M215+M214+M217+M218)luasan posisi balok0.4000m2214=0.4luasan posisi kolom1.6400m2215=1.64luasan seluruhnya21.5500m2216=21.55Pengurangan Luas Posisi Shaft0.0m2217Pengurangan Luas Tangga & Lift0.0m2218Luasan untuk Pembesian21.5500m2219=M216-(M217+M218)II.1.6.1c0PEKERJAAN WATERPROOFING220=M21921.5500M2II.1.6.1d0PEKERJAAN SCREEDING221=Q22021.5500M2II.1.6.1e0PASANG ROOF DRAIN 222=12.0000BhII.1.6.1f0PASANG INSTALASI AIR HUJAN223=55.0000M1000224II.1.6.20PEKERJAAN ENTRANCE (E1)225II.1.6.2a00PEKERJAAN BADAN TEBAL 20CM226-00Pembesian227=M228*M229310.4673KgLuas13.7498m2228=M234Berat Per m222.5798kg229Lampiran Perhitungan Plat-00Bekisting Dinding230=(M234*M231)+M23233.7397M2Jumlah Sisi2.0000231=2Luas Bagian Tepi6.2401m2232=+(27.9507+3.25)*0.2-00Beton233=M234*M2352.7500M3Luasan13.7498m2234=12.4498+(0.4*3.25)Tebal0.2000m'235=0.2II.1.6.2b0PEKERJAAN PLAT S2 TEBAL 10 CM236-00Pembesian237=M238*M239334.3554KgLuas Pembesian Plat19.0000m2238=M250Berat Pembesian17.5977Kg/m2239Lampiran Perhitungan Plat-00Bekisting Plat240=M241+M24419.4250M2Penambahan luasan di tepi plat sisi luar2.0050m2241=20.05*0.1-00Beton242=M243*M2442.0904M3Tebal Plat0.1200m'243=0.12Luasan untuk beton17.4200m2244=M247-(M246+M245+M248+M249)luasan posisi balok0.5200m2245=0.52luasan posisi kolom1.0600m2246=1.06luasan seluruhnya19.0000m2247=19Pengurangan Luas Posisi Shaft0.0m2248Pengurangan Luas Tangga & Lift0.0m2249Luasan untuk Pembesian19.0000m2250=M247-(M248+M249)000251II.1.6.2c0PEKERJAAN WATERPROOFING252=M25019.0000M2II.1.6.2d0PEKERJAAN SCREEDING253=M25019.0000M2II.1.6.2e0PASANG ROOF DRAIN 254=12.0000BhII.1.6.2f0PASANG INSTALASI AIR HUJAN255=55.0000M1000256II.1.6.30PEKERJAAN ENTRANCE (E2)257II.1.6.3a00PEKERJAAN BADAN TEBAL 20CM258-00Pembesian259=M260*M261362.3376KgLuas16.0470m2260=M266Berat Per m222.5798kg261Lampiran Perhitungan Plat-00Bekisting Dinding262=(M266*M263)+M26439.3816M2Jumlah Sisi2.0000263=2Luas Bagian Tepi7.2876m2264=+(32.1378+4.3)*0.2-00Beton265=M266*M2673.2094M3Luasan16.0470m2266=14.66+(0.6935*2)Tebal0.2000m'2670.2II.1.6.3b0PEKERJAAN PLAT S2 TEBAL 10 CM268-00Pembesian269=M270*M271335.7632KgLuas Pembesian Plat19.0800m2270=M282Berat Pembesian17.5977Kg/m2271='A.V.Besi Balok'!S90-00Bekisting Plat272=M273+M27618.8300M2Penambahan luasan di tepi plat sisi luar2.0500m2273=20.5*0.1-00Beton274=M275*M2762.0136M3Tebal Plat0.1200m'275=0.12Luasan untuk beton16.7800m2276=M279-(M278+M277+M280+M281)luasan posisi balok2.3000m2277=2.3luasan posisi kolom0.0m2278luasan seluruhnya19.0800m2279=19.08Pengurangan Luas Posisi Shaft0.0m2280Pengurangan Luas Tangga & Lift0.0m2281Luasan untuk Pembesian19.0800m2282=M279-(M280+M281)000283II.1.6.3c0PEKERJAAN WATERPROOFING284=M28219.0800M2II.1.6.3d0PEKERJAAN SCREEDING285=M28219.0800M2II.1.6.3e0PASANG ROOF DRAIN 286=12.0000BhII.1.6.3f0PASANG INSTALASI AIR HUJAN287=55.0000M1288II.2PEKERJAAN LANTAI 2 (DUA)289II.2.10PEKERJAAN KOLOM290II.1.1.100PEKERJAAN KOLOM TYPE 1 (K1)291-000Pembesian292Lampiran Perhitungan Besi Kolom8,670.8506Kg-000Bekisting293=(M296*M295)*M294188.4160M2Jumlah Kolom16.0000bh294=M298Panjang Dimensi3.2000m'295=1+1+0.6+0.6Tinggi Bekisting 1 Kolom3.6800m'296=M300-0.12-000Beton297=(M300*M299)*M29836.4800M3Jumlah Kolom16.0000bh298=16Area Dimensi0.6000m2299=1*0.6Tinggi 1 kolom3.8000m'300=3.80000301II.2.1.200PEKERJAAN KOLOM TYPE 2 (K2)302-000Pembesian303Lampiran Perhitungan Besi Kolom8,157.5477Kg-000Bekisting304=(M307*M306)*M305194.3040M2Jumlah Kolom22.0000bh305=M309Panjang Dimensi2.4000m'306=0.6*4Tinggi Bekisting 1 Kolom3.6800m'307 '=M311-0.12-000Beton308=(M311*M310)*M30930.0960M3Jumlah Kolom22.0000bh309=22Area Dimensi0.3600m2310=0.6*0.6Tinggi 1 kolom3.8000m'311=3.800312II.2.1.300PEKERJAAN KOLOM TYPE 3 (K3)313-000Pembesian314Lampiran Perhitungan Besi Kolom279.9946Kg-000Bekisting315=(M318*M317)*M31613.2480M2Jumlah Kolom2.0000bh316=M320Panjang Dimensi1.8000m'317=0.3+0.3+0.6+0.6Tinggi Bekisting 1 Kolom3.6800m'318=M322-0.12-000Beton319=(M322*M321)*M3201.3680M3Jumlah Kolom2.0000bh320=2Area Dimensi0.1800m2321=0.3*0.6Tinggi 1 kolom3.8000m'322=3.80000323II.2.2PEKERJAAN BALOK324II.2.2.10PEKERJAAN BALOK BI.1325-00Pembesian326Lampiran Perhitungan Besi Balok8,501.2414Kg-00Bekisting327264.0556M2Panjang Balok180.8600m'328=M328*M329Lebar Bekisting1.4600m'329=0.3+((0.7-0.12)*2)-00Beton330=M331*M33237.9806M3Panjang Balok180.8600m'331=+((6.4+6.4+6.4)*4)+((6+6+5)*4)+((5.2)*2)+((6.4)*1)+((8.93+0.7)*2)Area Dimensi0.2100m2332=0.3*0.7Penambahan panjang untuk Tulangan28.0000m'333=SUM(M334:M336)K125.6000m334=+(1+0.6)*16K22.4000m335=+(0.6+0.6)*2K30.0m336II.2.2.20PEKERJAAN BALOK BI.2337-00Pembesian338Lampiran perhitungan Besi Balok3,494.7294Kg-00Bekisting339=M340*M341107.6536M2Panjang Balok101.5600m'340=M343Lebar Bekisting1.0600m'341=0.3+((0.5-0.12)*2)-00Beton342=M343*M34415.2340M3Panjang Balok101.5600m'343=+(2.4+4.4+2.55+2.4+1.4+1.4+2.4+2.4+5.4+5.4+2.4+2.4+1.4+1.4+2.55+2.4+4.4+2.4+2.4+4.4+2.4+2.55+1.4+1.4+1.28+2.4+2.4+5.4+5.4+1.28+2.4+2.4+1.4+1.4+2.4+2.55+4.4+2.4)Area Dimensi0.1500m2344=0.3*0.5Penambahan panjang untuk Tulangan30.0000m'345=SUM(M346:M348)K14.8000m346=0.6*8K224.0000m347=+(0.6+0.6)*20BI1.2000m348=0.3*4II.2.2.30PEKERJAAN BALOK BA.1349-00Pembesian350Lampiran Perhitungan Besi Balok1,635.4798Kg-00Bekisting351=M352*M35363.9900M2Panjang Balok79.0000m'352=M355Lebar Bekisting0.8100m'353=0.25+((0.4-0.12)*2)-00Beton354=M355*M3567.9000M3Panjang Balok79.0000m'355=+(6*2)+(6.7*10)Area Dimensi0.1000m2356=0.25*0.4Penambahan panjang untuk Tulangan4.8000m'357=M358ba.14.8000M'358=0.3*16II.2.2.4PEKERJAAN BALOK BA.2359-0Pembesian360Lampiran Perhitungan Besi Balok556.1247Kg-0Bekisting361=M362*M36318.2560M2Panjang Balok32.6000m'362=M365Lebar Bekisting0.5600m'363=0.2+((0.3-0.12)*2)-0Beton364=M365*M3661.9560M3Panjang Balok32.6000m'365=+(2.7*2)+(2.72*10)Area Dimensi0.0600m2366=0.2*0.3Penambahan panjang untuk Tulangan5.0000m'367=M368ba.15.0000M'368=0.25*20369II.2.3PEKERJAAN PLAT BETON BERTULANG370II.2.3.10PEKERJAAN PLAT S1371-00Pembesian372=M373*M37412,389.5885KgLuas Pembesian Plat704.0479m2373=M385Berat Pembesian17.5977Kg/m2374Lampiran Perhitungan Besi Plat-00Bekisting375=M376+M379600.3817M2Penambahan luasan di tepi plat sisi luar25.2098m2376=+((123.6826)+(9.3996*2)+(14.8*2)+(3.8*5)+(4.3*1)+(2.65*2))*0.12-00Beton377=M378*M37969.0206M3Tebal Plat0.1200m'378=0.12Luasan untuk beton575.1719m2379=M382-(M381+M380+M383+M384)luasan posisi balok110.9960m2380=(0.3*(M343+M331))+((0.25*M355))+((0.2*M365))luasan posisi kolom17.8800m2381=((M298*M299))+((M309*M310))+((M320*M321))luasan seluruhnya749.3236m2382=749.3236Pengurangan Luas Posisi Shaft4.5675m2383=+(0.7125*5)+(0.555*1)+(0.225*2)Pengurangan Luas Tangga & Lift40.7082m2384=+(5.1744*2)+(12.5925*2)Luasan untuk Pembesian704.0479m2385=M382-(M383+M384)386II.2.4PEKERJAAN DINDING BETON387II.2.4.10PEKERJAAN DINDING LIFTJumlah3388=2-00Pembesian389=(M390*M391)*N3883,004.5087KgBerat Tulangan28.4114kg/m2390Lampiran Perhitungan Besi DindingLuasan35.2500m2391=M392-M393Luas Seluruhnya38.0000m2392=10*3.8Pengurangan Luas Concrete Opening2.7500m2393=2.5*1.1-00Bekisting394=(((M395*M396)*M397)-M398)*N388137.6400M2Lebar7.6000m395=M400Tinggi3.3000m396=M401Jumlah Sisi2.0000sisi397=2Pengurangan Luas Untuk Concrete Opening4.2800m2398=((2.5*1.1)*2)-((2.5*2)+1.1)*M402-00Beton399=((M400*M401*M402)-M403)*N38813.3980M3Lebar7.6000m400=2.4+2.4+1.4+1.4Tinggi3.3000m401=3.8-0.5Tebal0.2000m4020.2Pengurangan Luas Volume Untuk Concrete Opening0.5500m3403=+(1.1*2.5)*M402000404II.2.4.20PEKERJAAN SHEAR WALLJumlah SW14052-00Pembesian406=(M407*M408)*N405539.8172KgBerat Tulangan28.4114kg/m2407Lampiran Perhitungan Besi Shear WallLuasan19.0000m2408=M409Luas Seluruhnya19.0000m2409=5*3.8-00Bekisting410=((M411*M412)*M413)*N40525.0800M2Lebar3.8000m411=M415Tinggi3.3000m412=M416Jumlah Sisi2.0000sisi413=2-00Beton414=((M415*M416)*M417)*N4052.5080M3Lebar3.8000m415=2.4+1.4Tinggi3.3000m416=2.4+1.4Tebal0.2000m417=0.2418II.2.5PEKERJAAN TANGGAJumlah2419=2-00Pembesian420=(M425+M430+M435+M440)*N4191,112.0432KgTulangan D16-125421Diameter1.6000cm422=1.6Panjang9.9200m'423=M458+(M461*2)Jumlah22.0000Bh424=ROUND((M457/0.125)+1,0)*2Berat344.4351kg425=0.6165*M422*M422*(M423*M424)Tulangan D12-200426Diameter1.2000cm427=1.2Panjang1.2000m'428=M457Jumlah102.0000Bh429=ROUND((M423/0.2)+1,0)*2Berat108.6618kg430=0.6165*M427*M427*(M429*M428)Tulangan 1D10431Diameter1.0000cm432=1Panjang1.2000m'433=M465Jumlah21.0000Bh434=M464Berat15.5358kg435=0.6165*M432*M432*(M433*M434)Tulangan D10-150436Diameter1.0000cm437=1Panjang0.7500m'438=0.75Jumlah189.0000Bh439=ROUND((M465/0.15)+1,0)*M464Berat87.3889kg440=0.6165*M437*M437*(M438*M439)-00Bekisting441=(M442+M446+M450)*N41941.6640M2Bekisting Plat Anak Tangga10.9500m2442=(M443*M444)+M445Panjang7.3000m443=M458Lebar1.2000m444=M457Luas Bagian Tepi Plat2.1900m2445=(2*M458)*M456Bekisting Borders3.8970m2446=(M447*M448)+M449Panjang2.4000m447=M462Lebar1.3100m448=M461Luas Bagian Tepi Plat0.7530m2449=(M461+M461+M462)*M460Bekisting Anak Tangga5.9850m2450=(M452+M453)*M451Jumlah Anak Tangga21.0000bh451=M464Luasan 1 Anak Tangga0.2280m2452=M465*0.19Luasan Bagian Tepi 1 Anak Tangga0.0570m2453=+(2*M466)-00Beton4545.0076M3Beton Plat Anak Tangga1.3140m3455=(M458*M457)*M456Tebal0.1500m456=0.15Lebar1.2000m457=1.2Panjang7.3000m458=7.3Beton Borders0.4716m3459=(M462*M461)*M460Tebal0.1500m460=M456Lebar1.3100m461=1.31Panjang2.4000m462=2.4Beton Anak Tangga0.7182m3463=(M465*M466)*M464Jumlah Anak Tangga21.0000bh464=21Panjang 1 Anak Tangga1.2000m465=1.2Area Dimensi 1 Anak Tangga0.0285m2466=0.0285467II.3PEKERJAAN LANTAI 3 (TIGA)468II.3.10PEKERJAAN KOLOM469II.3.1.100PEKERJAAN KOLOM TYPE 1 (K1)470-000Pembesian471Lampiran perhitungan besi Kolom8,627.4490Kg-000Bekisting472=(M475*M474)*M473164.8640M2Jumlah Kolom16.0000bh473=M477Panjang Dimensi2.8000m'474=0.6+0.6+0.8+0.8Tinggi Bekisting 1 Kolom3.6800m'475=M479-0.12-000Beton476=(M479*M478)*M47729.1840M3Jumlah Kolom16.0000bh477=16Area Dimensi0.4800m2478=0.8*0.6Tinggi 1 kolom3.8000m'479=3.8480II.3.1.200PEKERJAAN KOLOM TYPE 2 (K2)481-000Pembesian482Lampiran perhitungan Besi Kolom9,128.0422Kg-000Bekisting483=(M486*M485)*M484194.3040M2Jumlah Kolom22.0000bh484=M488Panjang Dimensi2.4000m'485=0.6*4Tinggi Bekisting 1 Kolom3.6800m'486=M490-0.12-000Beton487=(M490*M489)*M48830.0960M3Jumlah Kolom22.0000bh488=22Area Dimensi0.3600m2489=0.6*0.6Tinggi 1 kolom3.8000m'490=3.80000491II.3.1.300PEKERJAAN KOLOM TYPE 3 (K3)492-000Pembesian493Lampiran Perhitungan Besi Kolom279.9946Kg-000Bekisting494=(M497*M496)*M49513.2480M2Jumlah Kolom2.0000bh495=M499Panjang Dimensi1.8000m'496=0.3+0.3+0.6+0.6Tinggi Bekisting 1 Kolom3.6800m'497=M501-0.12-000Beton498=(M501*M500)*M4991.3680M3Jumlah Kolom2.0000bh499=2Area Dimensi0.1800m2500=0.3*0.6Tinggi 1 kolom3.8000m'501=3.80000502II.3.2PEKERJAAN BALOK503II.3.2.10PEKERJAAN BALOK BI.1504-00Pembesian505Lampiran Perhitungan besil Balok8,501.2414Kg-00Bekisting506=M507*M508268.7276M2Panjang Balok184.0600m'507=M510Lebar Bekisting1.4600m'508=0.3+((0.7-0.12)*2)-00Beton509=M510*M51138.6526M3Panjang Balok184.0600m'510=((6.4+6.4+6.4)*4)+((6.2+5.4+6.2)*4)+((8.93+0.7)*2)+((6.4)*1)+((5.2)*2)Area Dimensi0.2100m2511=0.3*0.7Penambahan panjang untuk Tulangan24.8000m'512=SUM(M513:M515)K122.4000m513=+(0.6+0.8)*16K22.4000m514=+(0.6+0.6)*2K30.0m515000516II.3.2.20PEKERJAAN BALOK BI.2517-00Pembesian518Lampiran Perhitungan Besi Balok3,494.7294Kg-00Bekisting519=M520*M521107.6536M2Panjang Balok101.5600m'520=M523Lebar Bekisting1.0600m'521=0.3+((0.5-0.12)*2)-00Beton522=M523*M524 15.2340M3Panjang Balok101.5600m'523=+((2.4)*16)+(4.4*4)+(2.55*4)+(1.28*2)+(1.4*8)+(5.4*4)Area Dimensi0.1500m2524=0.3*0.5Penambahan panjang untuk Tulangan30.0000m'525=SUM(M526:M528)K14.8000m526=+(0.6)*8K224.0000m527=+(0.6+0.6)*20BI1.2000m528=0.3*4000529II.3.2.30PEKERJAAN BALOK BA.1530-00Pembesian531Lampiran Perhitungan Besi Balok1,635.4798Kg-00Bekisting532=M533*M53463.9900M2Panjang Balok79.0000m'533=M536Lebar Bekisting0.8100m'534=0.25+((0.4-0.12)*2) -00Beton535=M536*M5377.9000M3Panjang Balok79.0000m'536=+(6*2)+(6.7*10)Area Dimensi0.1000m2537=0.25*0.4Penambahan panjang untuk Tulangan4.8000m'538=M539BA.14.8000M'539=0.3*16II.3.2.4PEKERJAAN BALOK BA.2540-0Pembesian541Lampiran Perhitungan Besi Balok555.1676Kg-0Bekisting542=M543*M54418.4800M2Panjang Balok33.0000m'543=M546Lebar Bekisting0.5600m'544=0.2+((0.3-0.12)*2)-0Beton545 '=M546*M547 1.9800M3Panjang Balok33.0000m'546 '=+(2.75*12) Area Dimensi0.0600m2547=0.2*0.3Penambahan panjang untuk Tulangan4.5000m'548=M549BA.14.5000M'549=0.25*18550II.3.3PEKERJAAN PLAT BETON BERTULANG551II.3.3.10PEKERJAAN PLAT S1552-00Pembesian553=M554*M55512,391.5683KgLuas Pembesian Plat704.1604m2554=M566Berat Pembesian17.5977Kg/m2555Lampiran perhitungan Besi Plat-00Bekisting556=M557+M560600.6782M2Penambahan luasan di tepi plat sisi luar24.5138m2557=+((123.6826)+(9.3996*2)+(14.8*2)+(3.8*6))*0.12-00Beton558=M559*M56069.1397M3Tebal Plat0.1200m'559=0.12Luasan untuk beton576.1644m2560=M563-(M562+M561+M564+M565)luasan posisi balok112.0360m2561=(0.3*(M523+M510))+((0.25*M536))+((0.2*M546))luasan posisi kolom15.9600m2562=((M477*M478))+((M488*M489))+((M499*M500))luasan seluruhnya749.3236m2563=749.3236Pengurangan Luas Posisi Shaft4.4550m2564=+((0.7425*6)) Pengurangan Luas Tangga & Lift40.7082m2565=+(5.1744*2)+(12.5925*2) Luasan untuk Pembesian704.1604m2566=M563-(M564+M565)567II.3.4PEKERJAAN DINDING BETON568II.3.4.10PEKERJAAN DINDING LIFTJumlah3569=2-00Pembesian570=(M571*M572)*N5693,004.5087KgBerat Tulangan28.4114kg/m2571Lampiran Perhitungan Besi DindingLuasan35.2500m2572=M573-M574Luas Seluruhnya38.0000m2573=10*3.8Pengurangan Luas Concrete Opening2.7500m2574=2.5*1.1-00Bekisting575=(((M576*M577)*M578)-M579)*N569137.6400M2Lebar7.6000m576=M581Tinggi3.3000m577=M582Jumlah Sisi2.0000sisi578=2Pengurangan Luas Untuk Concrete Opening4.2800m2579=((2.5*1.1)*2)-((2.5*2)+1.1)*M583-00Beton580=((M581*M582*M583)-M584)*N56913.3980M3Lebar7.6000m581=2.4+2.4+1.4+1.4Tinggi3.3000m582=3.8-0.5Tebal0.2000m583=0.2Pengurangan Luas Volume Untuk Concrete Opening0.5500m3584=+(1.1*2.5)*M583000585II.3.4.20PEKERJAAN SHEAR WALLJumlah SW1586=2-00Pembesian587=(M588*M589)*N586539.8172KgBerat Tulangan28.4114kg/m2588Lampiran Perhitungan Besi Shear WallLuasan19.0000m2589=M590Luas Seluruhnya19.0000m2590-00Bekisting591=((M592*M593)*M594)*N58625.0800M2Lebar3.8000m592=M596Tinggi3.3000m593=M597Jumlah Sisi2.0000sisi594=2-00Beton595=((M596*M597)*M598)*N5862.5080M3Lebar3.8000m596=2.4+1.4Tinggi3.3000m597=3.8-0.5Tebal0.2000m598=0.2599II.3.5PEKERJAAN TANGGAJumlah2600=2-00Pembesian601=(M606+M611+M616+M621)*N6001,112.0432KgTulangan D16-125602Diameter1.6000cm6031.6Panjang9.9200m'604=M639+(M642*2)Jumlah22.0000Bh605=ROUND((M638/0.125)+1,0)*2Berat344.4351kg606=0.6165*M603*M603*(M604*M605)Tulangan D12-200607Diameter1.2000cm608=1.2Panjang1.2000m'609=M638Jumlah102.0000Bh610=ROUND((M604/0.2)+1,0)*2Berat108.6618kg611=0.6165*M608*M608*(M610*M609)Tulangan 1D10612Diameter1.0000cm613=1Panjang1.2000m'614=M646Jumlah21.0000Bh615=M645Berat15.5358kg616=0.6165*M613*M613*(M614*M615)Tulangan D10-150617Diameter1.0000cm618=1Panjang0.7500m'619=0.75Jumlah189.0000Bh620==ROUND((M646/0.15)+1,0)*M645Berat87.3889kg621=0.6165*M618*M618*(M619*M620)-00Bekisting622=(M623+M627+M631)*N60041.6640M2Bekisting Plat Anak Tangga10.9500m2623=(M624*M625)+M626Panjang7.3000m624=M639Lebar1.2000m625=M638Luas Bagian Tepi Plat2.1900m2626=(2*M639)*M637Bekisting Borders3.8970m2627=(M628*M629)+M630Panjang2.4000m628=M643Lebar1.3100m629=M642Luas Bagian Tepi Plat0.7530m2630=(M642+M642+M643)*M641Bekisting Anak Tangga5.9850m2631=(M633+M634)*M632Jumlah Anak Tangga21.0000bh632=M645Luasan 1 Anak Tangga0.2280m2633=M646*0.19Luasan Bagian Tepi 1 Anak Tangga0.0570m2634=+(2*M647)-00Beton635=(M636+M640+M644)*N6005.0076M3Beton Plat Anak Tangga1.3140m3636=(M639*M638)*M637Tebal0.1500m637=0.15Lebar1.2000m638=1.2Panjang7.3000m639=7.3Beton Borders0.4716m3640=(M643*M642)*M641Tebal0.1500m641=M637Lebar1.3100m642=1.31Panjang2.4000m643=2.4Beton Anak Tangga0.7182m3644=(M646*M647)*M645Jumlah Anak Tangga21.0000bh645=21Panjang 1 Anak Tangga1.2000m646=1.2Area Dimensi 1 Anak Tangga0.0285m2647=0.0285648II.4PEKERJAAN LANTAI 4 (EMPAT)649II.4.10PEKERJAAN KOLOM650II.4.1.100PEKERJAAN KOLOM TYPE 1 (K1)651-000Pembesian652Lampiran Perhitungan Besi Kolom8,627.4490Kg-000Bekisting653=(M656*M655)*M654164.8640M2Jumlah Kolom16.0000bh654=M658Panjang Dimensi2.8000m'655=0.6+0.6+0.8+0.8Tinggi Bekisting 1 Kolom3.6800m'656=M660-0.12-000Beton657=(M660*M659)*M65829.1840M3Jumlah Kolom16.0000bh658=16Area Dimensi0.4800m2659=0.8*0.6Tinggi 1 kolom3.8000m'660=3.80000661II.4.1.200PEKERJAAN KOLOM TYPE 2 (K2)662-000Pembesian663Lampiran Perhitungan Besi Kolom8,298.2202Kg-000Bekisting664=(M667*M666)*M665176.6400M2Jumlah Kolom20.0000bh665=M669Panjang Dimensi2.4000m'666=0.6*4Tinggi Bekisting 1 Kolom3.6800m'667=M671-0.12-000Beton668=(M671*M670)*M66927.3600M3Jumlah Kolom20.0000bh669=20Area Dimensi0.3600m2670=0.6*0.6Tinggi 1 kolom3.8000m'671=3.80000672II.4.20PEKERJAAN BALOK673II.4.2.10PEKERJAAN BALOK BI.1674-00Pembesian675Lampiran Perhitungan Besi Balok6,953.0808Kg-00Bekisting676=M677*M678216.0800M2Panjang Balok148.0000m'677=M680Lebar Bekisting1.4600m'678=0.3+((0.7-0.12)*2)-00Beton679=M680*M68131.0800M3Panjang Balok148.0000m'680=+((6.4+6.4+6.4)*4)+((6.2+5.4+6.2)*4)Area Dimensi0.2100m2681=0.3*0.7Penambahan panjang untuk Tulangan22.4000m'682=M683K122.4000m683=+(0.6+0.8)*16II.4.2.20PEKERJAAN BALOK BI.2684-00Pembesian685Lampiran perhitungan Besi Balok3,494.7294Kg-00Bekisting686=M687*M688107.6536M2Panjang Balok101.5600m'687=M690Lebar Bekisting1.0600m'688=0.3+((0.5-0.12)*2)-00Beton689=M690*M69115.2340M3Panjang Balok101.5600m'690=+(2.4*16)+(4.4*4)+(2.55*4)+(1.4*8)+(1.28*2)+(5.4*4)Area Dimensi0.1500m2691=0.3*0.5Penambahan panjang untuk Tulangan30.0000m'692=SUM(M693:M694)K16.0000m693=+(0.6*8)+(0.3*4)K224.0000m694=+(0.6+0.6)*20II.4.2.30PEKERJAAN BALOK BA.1695-00Pembesian696Lampiran perhitungan Besi Balok1,249.3619Kg-00Bekisting697=M698*M69948.8430M2Panjang Balok60.3000m'698=M701Lebar Bekisting0.8100m'699=0.25+((0.4-0.12)*2)-00Beton700=M701*M7026.0300M3Panjang Balok60.3000m'701=+(6.7*9)Area Dimensi0.1000m2702=0.25*0.4Penambahan panjang untuk Tulangan3.6000m'703=M704BI3.6000M'704=0.3*12II.3.2.4PEKERJAAN BALOK BA.2705-0Pembesian706Lampiran perhitungan Besi Balok555.1676Kg-0Bekisting707=M708*M70918.4800M2Panjang Balok33.0000m'708=M711Lebar Bekisting0.5600m'709=0.2+((0.3-0.12)*2)-0Beton710=M711*M7121.9800M3Panjang Balok33.0000m'711=+(2.75*12)Area Dimensi0.0600m2712=0.2*0.3Penambahan panjang untuk Tulangan4.5000m'713=M714BA4.5000M'714=0.25*18715II.4.3PEKERJAAN PLAT BETON BERTULANG716II.4.3.10PEKERJAAN PLAT S1717-00Pembesian718=M719*M72010,437.3739KgLuas Pembesian Plat593.1118m2719=M731Berat Pembesian17.5977Kg/m2720Lampiran Perhitungan Besi Plat-00Bekisting721=M722+M725502.9047M2Penambahan luasan di tepi plat sisi luar21.2159m2722=+((119)+(9.3996*2)+(14.8*2))*0.12-00Beton723=M724*M72557.8027M3Tebal Plat0.1200m'724=0.12Luasan untuk beton481.6888m2725=M728-(M727+M726+M729+M730)luasan posisi balok96.5430m2726=(0.3*(M690+M680))+((0.25*M701))+((0.2*M711))luasan posisi kolom14.8800m2727=((M658*M659))+((M669*M670))luasan seluruhnya638.2750m2728=638.275Pengurangan Luas Posisi Shaft4.4550m2729=((0.7425*6))Pengurangan Luas Tangga & Lift40.7082m2730=+(5.1744*2)+(12.5925*2)Luasan untuk Pembesian593.1118m2731=M728-(M729+M730)732II.4.4PEKERJAAN DINDING BETON733II.4.4.10PEKERJAAN DINDING LIFTJumlah3734=2-00Pembesian735=(M736*M737)*N7343,004.5087KgBerat Tulangan28.4114kg/m2736Lampiran perhitungan Besi DindingLuasan35.2500m2737=M738-M739Luas Seluruhnya38.0000m2738=10*3.8Pengurangan Luas Concrete Opening2.7500m2739=2.5*1.1-00Bekisting740=(((M741*M742)*M743)-M744)*N734137.6400M2Lebar7.6000m741=M746Tinggi3.3000m742=M747Jumlah Sisi2.0000sisi743=2Pengurangan Luas Untuk Concrete Opening4.2800m2744=((2.5*1.1)*2)-((2.5*2)+1.1)*M748-00Beton745=((M746*M747*M748)-M749)*N73413.3980M3Lebar7.6000m746=2.4+2.4+1.4+1.4Tinggi3.3000m747=3.8-0.5Tebal0.2000m748=0.2Pengurangan Luas Volume Untuk Concrete Opening0.5500m3749=+(1.1*2.5)*M748000750II.4.4.20PEKERJAAN SHEAR WALLJumlah SW1751=2-00Pembesian752==(M753*M754)*N751539.8172KgBerat Tulangan28.4114kg/m2753Lampiran Perhitungan Besi Shear wallLuasan19.0000m2754=M755 Luas Seluruhnya19.0000m2755=5*3.8-00Bekisting756=((M757*M758)*M759)*N75125.0800M2Lebar3.8000m757=M761Tinggi3.3000m758=M762Jumlah Sisi2.0000sisi759=2-00Beton760=((M761*M762)*M763)*N7512.5080M3Lebar3.8000m761=2.4+1.4Tinggi3.3000m762=3.8-0.5Tebal0.2000m763=0.2764II.4.5PEKERJAAN TANGGAJumlah2765=2-00Pembesian766=(M771+M776+M781+M786)*N7651,112.0432KgTulangan D16-125767Diameter1.6000cm768=1.6Panjang9.9200m'769=M804+(M807*2)Jumlah22.0000Bh770=ROUND((M803/0.125)+1,0)*2Berat344.4351kg771=0.6165*M768*M768*(M769*M770)Tulangan D12-200772Diameter1.2000cm773=1.2Panjang1.2000m'774=M803Jumlah102.0000Bh775=ROUND((M769/0.2)+1,0)*2Berat108.6618kg776=0.6165*M773*M773*(M775*M774)Tulangan 1D10777Diameter1.0000cm778=1Panjang1.2000m'779=M811Jumlah21.0000Bh780=M810Berat15.5358kg781=0.6165*M778*M778*(M779*M780)Tulangan D10-150782Diameter1.0000cm783=1Panjang0.7500m'784=0.75Jumlah189.0000Bh785=ROUND((M811/0.15)+1,0)*M810Berat87.3889kg786=0.6165*M783*M783*(M784*M785)-00Bekisting787=(M788+M792+M796)*N76541.6640M2Bekisting Plat Anak Tangga10.9500m2788=(M789*M790)+M791Panjang7.3000m789=M804Lebar1.2000m790=M803Luas Bagian Tepi Plat2.1900m2791=(2*M804)*M802Bekisting Borders3.8970m2792=(M793*M794)+M795Panjang2.4000m793=M808Lebar1.3100m794=M807Luas Bagian Tepi Plat0.7530m2795=(M807+M807+M808)*M806Bekisting Anak Tangga5.9850m2796=(M798+M799)*M797Jumlah Anak Tangga21.0000bh797=M810Luasan 1 Anak Tangga0.2280m2798=M811*0.19Luasan Bagian Tepi 1 Anak Tangga0.0570m2799=+(2*M812)-00Beton800=(M801+M805+M809)*N7655.0076M3Beton Plat Anak Tangga1.3140m3801=(M804*M803)*M802Tebal0.1500m8020.15Lebar1.2000m803=1.2Panjang7.3000m804=7.3Beton Borders0.4716m3805=(M808*M807)*M806Tebal0.1500m806=M802Lebar1.3100m807=1.31Panjang2.4000m808=2.4Beton Anak Tangga0.7182m3809=(M811*M812)*M810Jumlah Anak Tangga21.0000bh810=21Panjang 1 Anak Tangga1.2000m811=1.2Area Dimensi 1 Anak Tangga0.0285m2812=0.0285813II.5PEKERJAAN STRUKTUR LANTAI 5 (LIMA)814II.5.10PEKERJAAN KOLOM815II.5.1.100PEKERJAAN KOLOM TYPE 1 (K1)816-000Pembesian817Lamiran Perhitungan Kolom6,543.5803Kg-000Bekisting818=(M821*M820)*M819153.0880M2Jumlah Kolom16.0000bh819=M823Panjang Dimensi2.6000m'820=0.6+0.6+0.7+0.7Tinggi Bekisting 1 Kolom3.6800m'821=M825-0.12-000Beton822=(M825*M824)*M82325.5360M3Jumlah Kolom16.0000bh823=16Area Dimensi0.4200m2824=0.6*0.7Tinggi 1 kolom3.8000m'825=3.8000826II.5.1.200PEKERJAAN KOLOM TYPE 2 (K2)827-000Pembesian828Lampiran Perhitungan besi Kolom7,415.9525Kg-000Bekisting829=(M832*M831)*M830176.6400M2Jumlah Kolom20.0000bh830=M834Panjang Dimensi2.4000m'831=0.6*4Tinggi Bekisting 1 Kolom3.6800m'832=M836-0.12-000Beton833=(M836*M835)*M83427.3600M3Jumlah Kolom20.0000bh834=20Area Dimensi0.3600m2835=0.6*0.6Tinggi 1 kolom3.8000m'836=3.8837II.5.2PEKERJAAN BALOK838II.5.2.10PEKERJAAN BALOK BI.1839-00Pembesian840Lampiran perhitungan Besi Balok6,953.0808Kg-00Bekisting841=M842*M843218.4160M2Panjang Balok149.6000m'842=M845Lebar Bekisting1.4600m'843=0.3+((0.7-0.12)*2)-00Beton844=M845*M84631.4160M3Panjang Balok149.6000m'845=+((6.4+6.4+6.4)*4)+((6.3+5.6+6.3)*4)Area Dimensi0.2100m2846=0.3*0.7Penambahan panjang untuk Tulangan20.8000m'847=M848K120.8000m848=+(0.7+0.6)*16000849II.5.2.20PEKERJAAN BALOK BI.2850-00Pembesian851Lampiran perhitungan Besi Balok3,136.3007Kg-00Bekisting852=M853*M85493.4920M2Panjang Balok88.2000m'853=M856Lebar Bekisting1.0600m'854=0.3+((0.5-0.12)*2)-00Beton855=M856*M85713.2300M3Panjang Balok88.2000m'856=+(2.4*16)+(4.4*4)+(2.55*4)+(1.4*8)+(5.4*2)Area Dimensi0.1500m2857=0.3*0.5Penambahan panjang untuk Tulangan30.0000m'858=SUM(M859:M860)K16.0000m859=+(0.6*8)+(0.3*4)K224.0000m860=+(0.6+0.6)*20000861II.5.2.30PEKERJAAN BALOK BA.1862-00Pembesian863Lampiran perhitungan Besi Balok1,249.3619Kg-00Bekisting864=M865*M86648.8430M2Panjang Balok60.3000m'865=M868Lebar Bekisting0.8100m'866=0.25+((0.4-0.12)*2)-00Beton867=M868*M8696.0300M3Panjang Balok60.3000m'868=+(6.7+6.7+6.7)*3Area Dimensi0.1000m2869=0.25*0.4Penambahan panjang untuk Tulangan3.6000m'870=M871BI.13.6000M'871=0.3*12000872II.5.3PEKERJAAN PLAT BETON BERTULANG873II.5.3.10PEKERJAAN PLAT S1874-00Pembesian875=M876*M87712,353.7931KgLuas Pembesian Plat702.0138m2876=M888Berat Pembesian17.5977Kg/m2877Analisa Pekerjaan Balok-00Bekisting878=M879+M882621.6971M2Penambahan luasan di tepi plat sisi luar20.0183m2879=+((128.8)+(9.3996*2)+(4.91*2))*0.12-00Beton880=M881*M88272.2015M3Tebal Plat0.1200m'881=0.12Luasan untuk beton601.6788m2882=M885-(M884+M883+M886+M887)luasan posisi balok86.4150m2883=(0.3*(M856+M845))+((0.25*M868))luasan posisi kolom13.9200m2884=((M823*M824))+((M834*M835))luasan seluruhnya718.8300m2885=718.83Pengurangan Luas Posisi Shaft1.2930m2886=+(0.6465*2)Pengurangan Luas Tangga & Lift15.5232m2887=+(5.1744*2)Luasan untuk Pembesian702.0138m2888=M885-(M886+M887)-Waterproofing889=M888702.0138M2-Screeding890=Q889702.0138M2000891II.5.4PEKERJAAN DINDING BETON892II.5.4.10PEKERJAAN DINDING LIFTJumlah3893=2-00Pembesian894=(M895*M896)*N8933,004.5087KgBerat Tulangan28.4114kg/m2895Analisa Pekerjaan balokLuasan35.2500m2896=M897-M898Luas Seluruhnya38.0000m2897=10*3.8Pengurangan Luas Concrete Opening2.7500m2898=2.5*1.1-00Bekisting899=(((M900*M901)*M902)-M903)*N893137.6400M2Lebar7.6000m900=M905Tinggi3.3000m901=M906Jumlah Sisi2.0000sisi902=2Pengurangan Luas Untuk Concrete Opening4.2800m2903=((2.5*1.1)*2)-(((2.5*2)+1.1)*M907)-00Beton904=((M905*M906*M907)-M908)*N89313.3980M3Lebar7.6000m905=2.4+2.4+1.4+1.4Tinggi3.3000m906=3.8-0.5Tebal0.2000m907=0.2Pengurangan Luas Volume Untuk Concrete Opening0.5500m3908=+(1.1*2.5)*M907000909II.5.4.20PEKERJAAN SHEAR WALLJumlah SW1910=2-00Pembesian911=(M912*M913)*N910539.8172KgBerat Tulangan28.4114kg/m2912Luasan19.0000m2913Luas Seluruhnya19.0000m2914-00Bekisting915=((M916*M917)*M918)*N91025.0800M2Lebar3.8000m916Tinggi3.3000m917Jumlah Sisi2.0000sisi918-00Beton919=((M920*M921)*M922)*N9102.5080M3Lebar3.8000m920Tinggi3.3000m921Tebal0.2000m922000923II.5.5PEKERJAAN TANGGA924-00Pembesian925=Q930+Q9791,508.5027Kg-00Bekisting926=Q951+Q100056.0236M2-00Beton927=Q964+Q10137.1197M3928Tangga 392900Pembesian930=(M935+M940+M945+M950)743.5286KgTulangan D16-125931Diameter1.6000cm932Panjang11.4256m'933Jumlah26.0000Bh934Berat468.8408kg935Tulangan D12-200936Diameter1.2000cm937Panjang1.5000m'938Jumlah116.0000Bh939Berat154.4702kg940Tulangan 1D10941Diameter1.0000cm942Panjang1.5000m'943Jumlah20.0000Bh944Berat18.4950kg945Tulangan D10-150946Diameter1.0000cm947Panjang0.7500m'948Jumlah220.0000Bh949Berat101.7225kg95000Bekisting951=(M952+M956+M960)27.6106M2Bekisting Plat Anak Tangga10.6481m2952Panjang5.9156m953Lebar1.5000m954Luas Bagian Tepi Plat1.7747m2955Bekisting Borders10.1225m2956Panjang5.5100m957Lebar1.6000m958Luas Bagian Tepi Plat1.3065m2959Bekisting Anak Tangga6.8400m2960Jumlah Anak Tangga20.0000bh961Luasan 1 Anak Tangga0.2850m2962Luasan Bagian Tepi 1 Anak Tangga0.0570m296300Beton964=(M965+M969+M973)3.5084M3Beton Plat Anak Tangga1.3310m3965Tebal0.1500m966Lebar1.5000m967Panjang5.9156m968Beton Borders1.3224m3969Tebal0.1500m970Lebar1.6000m971Panjang5.5100m972Beton Anak Tangga0.8550m3973Jumlah Anak Tangga20.0000bh974Panjang 1 Anak Tangga1.5000m975Area Dimensi 1 Anak Tangga0.0285m2976977Tangga 497800Pembesian979=(M984+M989+M994+M999)764.9742KgTulangan D16-125980Diameter1.6000cm981Panjang11.9000m'982Jumlah26.0000Bh983Berat488.3075kg984Tulangan D12-200985Diameter1.2000cm986Panjang1.5000m'987Jumlah122.0000Bh988Berat162.4601kg989Tulangan 1D10990Diameter1.0000cm991Panjang1.5000m'992Jumlah19.0000Bh993Berat17.5703kg994Tulangan D10-150995Diameter1.0000cm996Panjang0.7500m'997Jumlah209.0000Bh998Berat96.6364kg99900Bekisting1000=(M1001+M1005+M1009)28.4130M2Bekisting Plat Anak Tangga11.7000m21001Panjang6.5000m1002Lebar1.5000m1003Luas Bagian Tepi Plat1.9500m21004Bekisting Borders10.2150m21005Panjang5.4000m1006Lebar1.6500m1007Luas Bagian Tepi Plat1.3050m21008Bekisting Anak Tangga6.4980m21009Jumlah Anak Tangga19.0000bh1010Luasan 1 Anak Tangga0.2850m21011Luasan Bagian Tepi 1 Anak Tangga0.0570m2101200Beton1013=(M1014+M1018+M1022)3.6113M3Beton Plat Anak Tangga1.4625m31014Tebal0.1500m1015Lebar1.5000m1016Panjang6.5000m1017Beton Borders1.3365m31018Tebal0.1500m1019Lebar1.6500m1020Panjang5.4000m1021Beton Anak Tangga0.8123m31022Jumlah Anak Tangga19.0000bh1023Panjang 1 Anak Tangga1.5000m1024Area Dimensi 1 Anak Tangga0.0285m210251026II.6PEKERJAAN STRUKTUR LANTAI DACK1027II.6.10PEKERJAAN KOLOM1028II.6.1.100PEKERJAAN KOLOM TYPE 1 (K1)1029-000Pembesian1030Lampiran Pekerjaan Besi Kolom248.9334Kg-000Bekisting1031=(M1034*M1033)*M10327.6800M2Jumlah Kolom8.0000bh1032Panjang Dimensi1.2000m'1033Tinggi Bekisting 1 Kolom0.8000m'1034-000Beton1035=(M1038*M1037)*M10360.5120M3Jumlah Kolom8.0000bh1036Area Dimensi0.0800m21037Tinggi 1 kolom0.8000m'1038-000Angkur Kolom Baja Struktur Beserta Accessories1039=M10368.0000Titik00001040II.6.1.200PEKERJAAN KOLOM TYPE 2 (K2)1041-000Pembesian1042=Q1047+Q10576,240.2457Kg-000Bekisting1043=Q1048+Q1058130.7520M2-000Beton1044=Q1052+Q106220.3040M31045K2 Bagian A104600-Pembesian1047Lampiran Perhitungan Besi Kolom4,426.7880Kg00-Bekisting1048=(M1051*M1050)*M104991.5840M2Jumlah Kolom12.0000bh1049Panjang Dimensi2.4000m'1050Tinggi Bekisting 1 Kolom3.1800m'105100-Beton1052=(M1055*M1054)*M105314.2560M3Jumlah Kolom12.0000bh1053Area Dimensi0.3600m21054Tinggi 1 kolom3.3000m'1055K2 Bagian B105600-Pembesian1057Lampiran perhitungan Besi Kolom1,813.4577Kg00-Bekisting1058=(M1061*M1060)*M105939.1680M2Jumlah Kolom4.0000bh1059Panjang Dimensi2.4000m'1060Tinggi Bekisting 1 Kolom4.0800m'106100-Beton1062=(M1065*M1064)*M10636.0480M3Jumlah Kolom4.0000bh1063Area Dimensi0.3600m21064Tinggi 1 kolom4.2000m'1065Angkur Balok Baja Struktur Beserta Accessories1066=22.0000Titik00001067II.6.1.300PEKERJAAN KOLOM TYPE 4 (K4)1068-000Pembesian1069Lampiran perhitungan Besi Kolom81.5863Kg-000Bekisting1070=(M1073*M1072)*M10714.0800M2Jumlah Kolom6.0000bh1071Panjang Dimensi1.0000m'1072Tinggi Bekisting 1 Kolom0.6800m'1073-000Beton1074=(M1077*M1076)*M10750.3000M3Jumlah Kolom6.0000bh1075Area Dimensi0.0625m21076Tinggi 1 kolom0.8000m'10771078II.6.20PEKERJAAN BALOK1079II.6.2.100PEKERJAAN BALOK BI.21080-000Pembesian1081Lampiran perhitungan Besi Balok214.0411Kg-000Bekisting1082=M1083*M10846.3600M2Panjang Balok6.0000m'1083Lebar Bekisting1.0600m'1084-000Beton1085=M1086*M10870.9000M3Panjang Balok6.0000m'1086Area Dimensi0.1500m21087Penambahan panjang untuk Tulangan1.2000m'1088K11.2000m108900001090II.6.2.200PEKERJAAN BALOK BA.11091-000Pembesian1092Lampiran Perhitungan Besi Balok1,078.3620Kg-000Bekisting1093=M1094*M109537.0332M2Panjang Balok45.7200m'1094Lebar Bekisting0.8100m'1095-000Beton1096=M1097*M10984.5720M3Panjang Balok45.7200m'1097Area Dimensi0.1000m21098Penambahan panjang untuk Tulangan9.2000m'1099K27.2000M'1100k42.0000M'110100001102II.6.30PEKERJAAN PLAT BETON BERTULANG1103II.6.3.100PEKERJAAN PLAT S11104-000Pembesian1105=M1106*M11072,134.3451KgLuas Pembesian Plat121.2858m21106Berat Pembesian17.5977Kg/m21107-000Bekisting1108=M1109+M1112128.4002M2Penambahan luasan di tepi plat sisi luar15.3194m21109-000Beton1110=M1111*M111213.5697M3Tebal Plat0.1200m'1111Luasan untuk beton113.0808m21112luasan posisi balok7.8300m21113luasan posisi kolom0.3750m21114luasan seluruhnya121.2858m21115Pengurangan Luas Posisi Shaft0.0m21116Pengurangan Luas Tangga & Lift0.0m21117Luasan untuk Pembesian121.2858m21118-000Pekerjaan Waterproofing1119=M1118121.2858M2-000Pekerjaan Screeding1120=Q1119121.2858M20001121II.6.3.200PEKERJAAN PLAT S21122-000Pembesian1123=M1124*M11251,531.8350KgLuas Pembesian Plat87.0477m21124Berat Pembesian17.5977Kg/m21125-000Bekisting1126=M1127+M113087.8949M2Penambahan luasan di tepi plat sisi luar6.2472m21127-000Beton1128=M1129*M11308.1648M3Tebal Plat0.1000m'1129Luasan untuk beton81.6477m21130luasan posisi balok5.4000m21131luasan posisi kolom0.0m21132luasan seluruhnya87.0477m21133Pengurangan Luas Posisi Shaft0.0m21134Pengurangan Luas Tangga & Lift0.0m21135Luasan untuk Pembesian87.0477m21136-000Pekerjaan Waterproofing1137=M113687.0477M2-000Pekerjaan Screeding1138=Q113787.0477m200001139II.6.3.300PEKERJAAN PLAT S31140-000Pembesian1141=M1142*M11431,274.8779KgLuas Pembesian Plat28.0800m21142Berat Pembesian45.4016Kg/m21143-000Bekisting1144=M1145+M114836.3600M2Penambahan luasan di tepi plat sisi luar11.1600m21145-000Beton1146=M1147*M11487.5600M3Tebal Plat0.3000m'1147Luasan untuk beton25.2000m21148luasan posisi balok0.0m21149luasan posisi kolom2.8800m21150luasan seluruhnya28.0800m21151Pengurangan Luas Posisi Shaft0.0m21152Pengurangan Luas Tangga & Lift0.0m21153Luasan untuk Pembesian28.0800m21154-000Pekerjaan Waterproofing1155=M115428.0800M2-000Pekerjaan Screeding1156=Q115528.0800m200001157II.6.3.400PEKERJAAN TALANG AIR FRP T.5MM1158-000Rangka Talang + Kedudukan Beserta Accessories1159=M116011.4000M1Panjang11.4000M'1160-000Lisplank1161=M1163*M116228.5000M2Panjang11.4000M'1162Lebar2.5000M'1163-000Lapisan Permukaan Talang1164=M1165*M116629.6400M2Panjang11.4000m'1165Lebar FRP2.6000m'1166ERROR:#REF!1167II.6.4PEKERJAAN TANGGA RUANG MESIN LIFT3.0000Bh1168-00Pembesian1169=(M1174+M1179+M1184+M1189)243.1723KgTulangan D16-1251170Diameter1.6000cm1171Panjang1.0000m'1172Jumlah26.0000Bh1173Berat41.0342kg1174Tulangan D12-2001175Diameter1.2000cm1176Panjang1.5000m'1177Jumlah12.0000Bh1178Berat15.9797kg1179Tulangan 1D101180Diameter1.0000cm1181Panjang1.5000m'1182Jumlah4.0000Bh1183Berat3.6990kg1184Tulangan D10-1501185Diameter1.0000cm1186Panjang0.7500m'1187Jumlah44.0000Bh1188Berat20.3445kg1189-00Bekisting1190=(M1191+M1195+M1199)9.5040M2Bekisting Plat Anak Tangga1.8000m21191Panjang1.0000m1192Lebar1.5000m1193Luas Bagian Tepi Plat0.3000m21194Bekisting Borders0.0m21195Panjang0.0m1196Lebar0.0m1197Luas Bagian Tepi Plat0.0m21198Bekisting Anak Tangga1.3680m21199Jumlah Anak Tangga4.0000bh1200Luasan 1 Anak Tangga0.2850m21201Luasan Bagian Tepi 1 Anak Tangga0.0570m21202-00Beton1203=(M1204+M1208+M1212)1.1880M3Beton Plat Anak Tangga0.2250m31204Tebal0.1500m1205Lebar1.5000m1206Panjang1.0000m1207Beton Borders0.0m31208Tebal0.0m1209Lebar0.0m1210Panjang0.0m1211Beton Anak Tangga0.1710m31212Jumlah Anak Tangga4.0000bh1213Panjang 1 Anak Tangga1.5000m1214Area Dimensi 1 Anak Tangga0.0285m212151216II.7PEKERJAAN STRUKTUR ATAP1217II.7.10PEKERJAAN KOLOM1218II.7.1.100PEKERJAAN KOLOM BAJA TYPE 1 (K1)1219-000Baja Profil Honeycomb + Accesorries1220=M1221*M1222401.0667KgPanjang18.8000M'1221Berat Per M'21.3333Kg1222-000Pengecatan1223=M1224*M122515.0400M2Panjang18.8000M'1224Lebar Permukaan0.8000M'12251226II.7.20PEKERJAAN BALOK1227II.7.2.100PEKERJAAN BALOK HC1228-000Baja Profil Honeycomb + Accesorries1229=M1230*M12311,548.8000KgPanjang72.6000M'1230Berat Per M'21.3333Kg1231-000Pengecatan1232=M1233*M123458.0800M2Panjang72.6000M'1233Lebar Permukaan0.8000M'12340001235II.7.30PEKERJAAN ATAP1236II.7.3.100PEKERJAAN RANGKA KUDA-KUDA1237172.7000M2Luas172.7000m21238II.7.3.20PEKERJAAN RANGKA LAPIS KEDAP AIR ATAP1239279.3000M2Luas279.3000m21240II.7.3.30PEKERJAAN LAPIS KEDAP AIR ATAP1241279.3000M2Luas279.3000m21242II.7.3.40PEKERJAAN RANGKA ATAP1243279.3000M2Luas279.3000m21244II.7.3.50PEKERJAAN LAPIS PENUTUP ATAP1245279.3000M2Luas279.3000m21246II.7.3.60PEKERJAAN LESPLANK124742.5700M2Panjang94.6000M'1248Lebar0.4500M'12490001250II.7.30PEKERJAAN SPARING INSTALASI PLUMBING1251II.7.3.10Pasang Roof Drain1252=M125340.0000BhJumlah Titik40.0000bh1253II.7.3.20Pasang Sparing Instalasi12541.0000Ls01255II.7.4TRANSPORTASI VERTIKAL BANGUNAN BERTINGKAT12561.0000Ls1257Pekerjaan Tulangan Stek Arsitektur1258Lantai 11259='((0.6165*M1260*M1260)*((M1261*M1262)*M1263))314.1329kgDiameter0.8000cm1260=0.8Panjang 1 Stek0.6400m1261=40*(M1260/100)Jumlah Stek 1 Titik2.0000bh1262=2Jumlah Titik Stek622.0000Bh1263=ROUND((4/0.45)*70,0)Lantai 21264=((0.6165*M1265*M1265)*((M1266*M1267)*M1268))341.4049kgDiameter0.8000cm1265=M1260Panjang 1 Stek0.6400m1266=M1261Jumlah Stek 1 Titik2.0000bh1267=M1262Jumlah Titik Stek676.0000Bh1268=ROUND((3.8/0.45)*80,0)Lantai 31269=((0.6165*M1270*M1270)*((M1271*M1272)*M1273))c341.4049kgDiameter0.8000cm1270=M1265Panjang 1 Stek0.6400m1271=M1266Jumlah Stek 1 Titik2.0000bh1272=M1267Jumlah Titik Stek676.0000Bh1273=ROUND((3.8/0.45)*80,0)Lantai 41274=((0.6165*M1275*M1275)*((M1276*M1277)*M1278))277.2652kg0.36Diameter0.8000cm1275=M12700.1Panjang 1 Stek0.6400m1276=M1271Jumlah Stek 1 Titik2.0000bh1277=M1272Jumlah Titik Stek549.0000Bh1278=ROUND((3.8/0.45)*65,0)Lantai 51279=((0.6165*M1280*M1280)*((M1281*M1282)*M1283))277.2652kgDiameter0.8000cm1280=M1275Panjang 1 Stek0.6400m1281=M1276Jumlah Stek 1 Titik2.0000bh1282=M1277Jumlah Titik Stek549.0000Bh1283=ROUND((3.8/0.45)*65,0)Lantai Dack1284=((0.6165*M1285*M1285)*((M1286*M1287)*M1288))106.5628kgDiameter0.8000cm1285=M1280Panjang 1 Stek0.6400m1286=M1281Jumlah Stek 1 Titik2.0000bh1287=M1282Jumlah Titik Stek211.0000Bh1288=ROUND((3.8/0.45)*25,0)

Padang, April 2015

Konsultan PerencanaPT. NATURAL SUMATERA CONSULTANT

Ir. CHANDRA SURYADirektur

&"Comic Sans MS,Bold Italic"perhitungan volume&P of &N

A.V.Besi KolomLAMPIRAN PERHITUNGAN TULANGAN KOLOM

ElevasiNamaSimbolTinggiPanjangPanjangTotalJumlahJumlah DiameterBerat Tul.DiameterPanjangSpasiSpasi N sengkangPanjangBeratBerat(m)Lantai(m)overlapKaitPanjangTulanganKolomTul.PokokPokokSengkangKaitTumpuanLapangan(bh)1 SengkangSengkangTotala
Se7ven: Dari Gambarb
Se7ven: Dari Gambarc
Se7ven: Dari Gambard
Se7ven: Dari Gambare
Se7ven: 40*(l/100)g
Se7ven: 2*(4*(l/100))i
Se7ven: e+g+ij
Se7ven: Dari Gambark
Se7ven: Dari Gambarl
Se7ven: Dari Gambarm
Se7ven: +((0,6165*(l*l))*((i*j)*k))n
Se7ven: Dari Gambaro
Se7ven: (Jumlah Kait * (4*(n/100)))p
Se7ven: Dari gambarq
Se7ven: Dari Gambarr
Se7ven: (((0,5*d)/p)+((0.5*d)/q))+1s
Se7ven: Dari gambart
Se7ven: (0,6165*(n*n)*((s+o)*(r*k)))u
Se7ven: m+t

FS.+4.00Lt. 1K14.000.00.04.0032.0016.002.507,891.201.000.080.150.2025.004.881,223.149,114.34FS.+4.00Lt. 1K24.000.00.04.0028.0022.002.207,352.231.000.080.150.2024.003.681,223.938,576.16FS.+4.00Lt. 1K34.000.00.04.0018.002.001.60227.271.000.080.150.2024.002.1866.88294.14

FS.+7.80Lt. 2K13.800.00.03.8032.0016.002.507,496.641.000.080.150.2024.004.881,174.218,670.85FS.+7.80Lt. 2K23.800.00.03.8028.0022.002.206,984.621.000.080.150.2023.003.681,172.938,157.55FS.+7.80Lt. 2K33.800.00.03.8018.002.001.60215.901.000.080.150.2023.002.1864.09279.99

FS.+11.60Lt. 3K13.800.500.104.4028.0016.002.507,595.281.000.080.150.2024.004.281,032.178,627.45FS.+11.60Lt. 3K23.800.440.094.3328.0022.002.207,955.111.000.080.150.2023.003.681,172.939,128.04FS.+11.60Lt. 3K33.800.00.03.8018.002.001.60215.901.000.080.150.2023.002.1864.09279.99

FS.+15.40Lt. 4K13.800.500.104.4028.0016.002.507,595.281.000.080.150.2024.004.281,032.178,627.45FS.+15.40Lt. 4K23.800.440.094.3328.0020.002.207,231.921.000.080.150.2023.003.681,066.308,298.22

FS.+19.20Lt. 5K13.800.00.03.8024.0016.002.505,622.481.000.080.150.2023.003.98921.106,543.58FS.+19.20Lt. 5K23.800.00.03.8028.0020.002.206,349.651.000.080.150.2023.003.681,066.307,415.95

FS.+19.20Lt. DackK1A0.800.500.201.504.008.002.50184.951.000.080.150.156.001.2840.25225.20FS.+19.20Lt. DackK1A0.800.520.101.422.008.001.3023.740.00.00.150.156.000.023.74FS.+22.50Lt. DackK2A3.300.440.183.9228.0012.002.203,926.091.000.080.200.2018.003.68500.704,426.79FS.+23.40Lt. DackK2B4.200.440.184.8228.004.002.201,609.471.000.080.200.2022.003.68203.991,813.46FS.+20.00Lt. DackK40.800.640.131.574.006.001.6059.391.000.080.150.156.000.9222.1981.59

K1. (60*100)Persentase Baja Tulangan

D25mmN32bhDK600000mmP2.618%K1 (60*80)Persentase Baja Tulangan

D25mmN28bhDK480000mmP2.863%

K1 (60*80)Persentase Baja Tulangan

D25mmN24bhDK420000mmP2.805%PT.Putra Baja Deli. Berlaku Hingga 22 AgustusDPW/BtgRp./BtgRp./Kg On PabrikRp./Kg On Site (Trans.Rp.500/kg)K2 (60*60)1127.398Rp59,200.00Rp8,002.00Rp8,502.00Persentase Baja Tulangan1.31212.50262Rp99,840.00Rp7,986.00Rp8,486.001.61218.93888Rp151,680.00Rp8,009.00Rp8,509.00D22mm1.91226.70678Rp214,080.00Rp8,016.00Rp8,516.00N28bh2.21235.80632Rp286,080.00Rp7,990.00Rp8,490.00DK420000mm2.51246.2375Rp369,600.00Rp7,994.00Rp8,494.00P2.534%K3 (30*60)Persentase Baja Tulangan

D18mmN16bhDK180000mmP2.262%

&"Comic Sans MS,Bold Italic"lampiran perhitungan volume

A.V.Besi Balok

LAMPIRAN PERHITUNGAN VOLUME TULANGAN BALOK

ElevasiNama SimbolDiameterPanjangNOver LapKaitTotalJumlahBeratDiameterPanjangSpasiSpasi N sengkangPanjangBeratBeratPlat/M2(m)LantaiT.Pokok(m)Over Lap(m)(m)PanjangTulangan(KG)SengkangKaitTumpuanLapangan1 SengkangSengkangTotalArah XDiameter T.LebarSpasiJumlahT.PanjangJ.LapisBerata
Se7ven: Dari Gambarb
Se7ven: Dari gambarc
Se7ven: Dari Gambard
Se7ven: Dari Gambare
Se7ven: Dari Gambarf
Se7ven: Dari Gambarg
Se7ven: 40*(d*d)h
Se7ven: 4*(d*d)i
Se7ven: e+(f*g)+(h*(e/12))j
Se7ven: Dari Gambark
Se7ven: 0.6165*(d*d)*(i*j)l
Se7ven: Dari Gambarm
Se7ven: (Jumlah Kait * (4*(l/100)))n
Se7ven: Dari gambaro
Se7ven: Dari Gambarp
Se7ven: ROUND(((((0.5*e)/n))+(((0.5*e)/o))+1),0)q
Se7ven: Dari gambarr
Se7ven: (0.6165*(l*l)*(p*q))s
Se7ven: m+t1.210.1588214.20416010.158820FS. +4.00Lantai 1BI.11.9208.9100.760.152219.1460666667115364.9619744711.000.080.100.1501,742.001.922,061.977,426.93010.1588201.3208.9100.520.104215.91046666674899.8155062521.000.160.500.500419.000.68175.651,075.47FS. +4.00Lantai 1BI.21.9131.5670.760.152138.546426666782466.75262451521.000.080.100.1501,097.001.521,027.983,494.73010.1588200131.56700131.56000.00.00.500.500264.000.520.00.0FS. +4.00Lantai 1BA.11.683.850.640.12887.893866666781109.7409290241.000.080.100.150699.001.22525.741,635.48010.158820083.850083.8000.00.00.500.500169.000.520.00.0FS. +4.00Lantai 1BA.21.637.630.640.12839.92106666676378.0301455361.000.080.100.150314.000.92178.09556.12010.158820037.630037.6000.00.00.500.50076.000.520.00.0

FS. +7.80Lantai 2BI.11.9208.86100.760.152219.10556115363.97032205541.000.080.100.1501,742.001.922,061.977,425.94010.1588201.3208.86100.520.104215.870124899.64735990481.000.160.500.500419.000.68175.651,075.30FS. +7.80Lantai 2BI.21.9131.5670.760.152138.546426666782466.75262451521.000.080.100.1501,097.001.521,027.983,494.73010.1588200131.56700131.56000.00.00.500.500264.000.520.00.0FS. +7.80Lantai 2BA.11.683.850.640.12887.893866666781109.7409290241.000.080.100.150699.001.22525.741,635.48010.158820083.850083.8000.00.00.500.500169.000.520.00.0FS. +7.80Lantai 2BA.21.637.630.640.12839.92106666676378.0301455361.000.080.100.150314.000.92178.09556.12010.158820037.630037.6000.00.00.500.50076.000.520.00.0

FS. +11.60Lantai 3BI.11.9208.86100.760.152219.10556115363.97032205541.000.080.100.1501,742.001.922,061.977,425.94010.1588201.3208.86100.520.104215.870124899.64735990481.000.160.500.500419.000.68175.651,075.30FS. +11.60Lantai 3BI.21.9131.5670.760.152138.546426666782466.75262451521.000.080.100.1501,097.001.521,027.983,494.73010.1588200131.56700131.56000.00.00.500.500264.000.520.00.0FS. +11.60Lantai 3BA.11.683.850.640.12887.893866666781109.7409290241.000.080.100.150699.001.22525.741,635.48010.158820083.850083.8000.00.00.500.500169.000.520.00.0FS. +11.60Lantai 3BA.21.637.530.640.12839.826377.07310081.000.080.100.150314.000.92178.09555.17010.158820037.530037.5000.00.00.500.50076.000.520.00.0

FS. +15.4Lantai 4BI.11.9170.490.760.152179.3984114391.8908010561.000.080.100.1501,421.001.921,682.016,073.90010.1588201.3170.490.520.104176.55684735.8075262721.000.160.500.500342.000.68143.37879.18FS. +15.4Lantai 4BI.21.9131.5670.760.152138.546426666782466.75262451521.000.080.100.1501,097.001.521,027.983,494.73010.1588200131.56700131.56000.00.00.500.500264.000.520.00.0FS. +15.4Lantai 4BA.11.663.940.640.12867.14168847.7244702721.000.080.100.150534.001.22401.641,249.36010.158820063.940063.9000.00.00.500.500129.000.520.00.0FS. +15.4Lantai 4BA.21.637.530.640.12839.826377.07310081.000.080.100.150314.000.92178.09555.17010.158820037.530037.5000.00.00.500.50076.000.520.00.0

FS. +19.2Lantai 5BI.11.9170.490.760.152179.3984114391.8908010561.000.080.100.1501,421.001.921,682.016,073.90010.1588201.3170.490.520.104176.55684735.8075262721.000.160.500.500342.000.68143.37879.18FS. +19.2Lantai 5BI.21.9118.260.760.152124.257282212.3398025441.000.080.100.150986.001.52923.963,136.30010.1588200118.2600118.2000.00.00.500.500237.000.520.00.0FS. +19.2Lantai 5BA.11.663.940.640.12867.14168847.7244702721.000.080.100.150534.001.22401.641,249.36010.158820063.940063.9000.00.00.500.500129.000.520.00.0

FS. +20.00Lantai DackBI.21.97.220.760.1528.81128156.8791866241.000.080.100.15061.001.5257.16214.04010.15882007.22007.2000.00.00.500.50015.000.520.00.0FS. DackLantai DackBA.11.654.9240.640.12858.06581333338733.13431388161.000.080.100.150459.001.22345.231,078.36010.158820054.9240054.92000.00.00.500.500111.000.520.00.0

BI.1Persentase Baja TulanganD19mmN11bh LAMPIRAN PERHITUNGAN VOLUME TULANGAN PLAT LAMPIRAN PERHITUNGAN VOLUME TULANGAN PLATDK210000mmP1.485%

Hitungan Tulangan Plat Lantai Type (S1) Per 12 MeterHitungan Tulangan Plat Badan Entrance Per 12 MeterHitungan Tulangan Plat Lantai Dack (S2) Per 12 MeterHitungan Tulangan Dinding Pit Lift Per 12 MeterBI.2BA.1BA.2Tul. D10Tul. D13Tul. D10Tul. D16 ARAH XPersentase Baja TulanganPersentase Baja TulanganPersentase Baja TulanganDiamater Tulangan1cmDiamater Tulangan1.3cmDiamater Tulangan1cmDiamater Tulangan1.6cmD19D16D16Bentang12mBentang12mBentang12mBentang12mN8N8N6Jarak Tulangan0.15mJarak Tulangan0.2mJarak Tulangan0.15mJarak Tulangan0.25mDK150000mmDK100000mmDK60000mmJumlah tulangan 2 lapis162BhJumlah tulangan 2 lapis122BhJumlah tulangan 2 lapis162BhJumlah tulangan 2 lapis98BhP1.512%P1.608%P2.011%Panjang 1 Tulangan12.4meterPanjang 1 Tulangan12.52meterPanjang 1 Tulangan12.4meterPanjang 1 Tulangan12.64meterBerat Tulangan 2 lapis1238.4252KgBerat Tulangan 2 lapis1591.4168244KgBerat Tulangan 2 lapis1238.4252KgBerat Tulangan 2 lapis1954.9974528KgPit LIFTPit LIFTPersentase Baja TulanganPersentase Baja TulanganTul D.10Tul D.13Tul D.10Tul D.16 ARAH ZD16D16Diamater Tulangan1cmDiamater Tulangan1.3cmDiamater Tulangan1cmDiamater Tulangan1.6cmN17N17Bentang12mBentang12mBentang12mBentang12mDK200000mmDK200000mmJarak Tulangan0.15mJarak Tulangan0.2mJarak Tulangan0.15mJarak Tulangan0.25mP2%P2%3.418%Jumlah tulangan 2 lapis162BhJumlah tulangan 2 lapis122BhJumlah tulangan 2 lapis162BhJumlah tulangan 2 lapis98BhPanjang 1 Tulangan12.4meterPanjang 1 Tulangan12.52meterPanjang 1 Tulangan12.4meterPanjang 1 Tulangan12.64meterPlat S2Plat S2Berat Tulangan 2 lapis1238.4252KgBerat Tulangan 2 lapis1591.4168244KgBerat Tulangan 2 lapis1238.4252KgBerat Tulangan 2 lapis1954.9974528KgPersentase Baja TulanganPersentase Baja TulanganD10D10Tulangan Cakar ayam Tulangan Cakar ayam Tulangan Cakar ayam Tulangan Pengapit Arah XN17N17Panjang 1 Cakar1mPanjang 1 Cakar1.2mPanjang 1 Cakar1mPanjang 1 Tul.0.24mDK120000mmDK120000mmdiameter0.8cmdiameter0.8cmdiameter0.8cmdiameter1cmP1%P1%2.23%jarak per1mjarak per1mjarak per1mjarak0.5mjumlah145bhjumlah145bhjumlah145bhjumlah1225b