Table 1NO.URAIAN KEGIATANKOEFISIENSATUANHARGA SATUANHARGA(Rp.)(Rp.)

1Pembuatan Bouwplank (titik)UpahMandor0,0045O.H60.000,00270,00Kepala Tukang Kayu0,0100O.H50.000,00500,00Tukang Kayu0,1000O.H40.000,004.000,00Pekerja/ Buruh Tak terampil0,1000O.H32.000,003.200,00Bahan/materialJumlah7.970,00Kayu meranti (papan 2/20))0,0080m33.600.000,0028.800,00Kayu meranti (usuk 4/6))0,0120m33.250.000,0039.000,00Paku0,0070kg9.950,0069,65Jumlah67.869,65NILAI HSPK75.839,652Pembuatan Bouwplank (Uietzet) (m1)UpahMandor0,0050O.H60.000,00300,00Kepala Tukang Kayu0,0100O.H50.000,00500,00Tukang kayu0,1000O.H40.000,004.000,00Pekerja / buruh tak terampil0,1000O.H32.000,003.200,00Bahan/materialJumlah8.000,00Kayu meranti (papan 2/20))0,0042m33.600.000,0015.120,00Kayu meranti (usuk 5/7)0,0039m33.250.000,0012.675,00Paku0,0200kg9.950,00199,00Jumlah27.994,00NILAI HSPK35.994,003Pembersihan Lapangan Ringan (m2)UpahMandor0,0025O.H60.000,00150,00pekerja0,0500O.H32.000,001.600,00Jumlah1.750,00NILAI HSPK1.750,004Pembersihan Lapangan berat (m2)UpahMandor0,005060.000,00300,00pekerja0,100032.000,003.200,00Jumlah3.500,00NILAI HSPK3.500,005Uitzet dengan Waterpass / Theodolit (hari )UpahSurveyor Geodesi1,0000O.H100.000,00100.000,00Pekerja terampil2,0000O.H35.000,0070.000,00Jumlah170.000,00Sewa PeralatanSewa Theodolit1,0000set100.000,00100.000,00Jumlah100.000,00NILAI HSPK270.000,006Pembongkaran Penutup Atap tidak dipakai kembali (m2)UpahMandor0,0150O.H60.000,00900,00Pekerja tak terampil0,2531O.H32.000,008.100,00Jumlah9.000,00NILAI HSPK9.000,007Pembongkaran Penutup Atap dan dipakai kembali (m2)UpahMandor0,0100O.H60.000,00600,00Pekerja tak terampil0,2000O.H32.000,006.400,00Jumlah7.000,00NILAI HSPK7.000,007Pembongkaran plafond & rangka (m2)UpahMandor0,0100O.H60.000,00600,00Pekerja tak terampil0,1266O.H32.000,004.050,00Jumlah4.650,00

(Rp.)(Rp.)

NILAI HSPK4.650,008Perataan tanahUpahMandor0,0075O.H60.000,00450,00Pekerja tak terampil0,1875O.H32.000,006.000,00Jumlah6.450,00NILAI HSPK6.450,009Pengangkutan tanah Sejauh 30 meter (m3)UpahMandor0,0100O.H60.000,00600,00Pekerja tak terampil0,3300O.H32.000,0010.560,00Jumlah11.160,00NILAI HSPK11.160,0010Pengangkutan tanah Sejauh 60 meter (m3)UpahMandor0,0245O.H60.000,001.470,00Pekerja tak terampil0,4172O.H32.000,0013.350,40Jumlah14.820,40NILAI HSPK14.820,4011Pengangkutan tanah dari lubang galian dalamnya lebih dari 1 m ( m3)UpahMandor0,0075O.H60.000,00450,00Pekerja tak terampil0,1500O.H32.000,004.800,00Jumlah5.250,00NILAI HSPK5.250,0012Pengangkutan lumpur dari lubang galian dalamnya lebih dari 1 m ( m3)UpahMandor0,0125O.H60.000,00750,00Pekerja tak terampil0,2500O.H32.000,008.000,00Jumlah8.750,00NILAI HSPK8.750,0013Pengangkutan Tanah Keluar proyek (m3)UpahPekerja tak terampil0,2500O.H32.000,008.000,00Jumlah8.000,00Sewa PeralatanSewa Dump truck 6T ( min 5 jam )0,2500jam95.000,0023.750,00Jumlah23.750,00NILAI HSPK31.750,001Penggalian Tanah Untuk Konstruksi ( m3 )UpahMandor0,0250O.H60.000,001.500,00Pekerja tak terampil0,6328O.H32.000,0020.250,00Jumlah21.750,00NILAI HSPK21.750,002Galian Tanah cadas / rabat ( m3 )UpahMandor0,0660O.H60.000,003.960,00Pekerja tak terampil1,2500O.H32.000,0040.000,00Jumlah43.960,00NILAI HSPK43.960,003Pengurungan Tanah Kembali untuk gedung ( m3 )UpahMandor0,0063O.H60.000,00378,00Pekerja tak terampil0,1582O.H32.000,005.062,50Jumlah5.440,50NILAI HSPK5.440,504Pengurungan pasir padat (m3)UpahMandor0,0100O.H60.000,00600,00Pekerja terampil0,3000O.H35.000,0010.500,00Jumlah11.100,00BahanTanah Urug1,2000m393.200,00111.840,00Jumlah111.840,00Sewa PeralatanSewa Alat Bantu ( 1 set @ 3 alat )0,0213jam1.000,0021,30Jumlah21,30NILAI HSPK122.961,305Pengurungan Sirtu ( padat ) ( m3 )UpahMandor0,0250O.H60.000,001.500,00Pekerja terampil0,2500O.H35.000,008.750,00Jumlah10.250,00BahanSirtu1,2000m385.600,00102.720,00Jumlah102.720,00Sewa PeralatanSewa Alat Bantu ( 1 set @ 3 alat )0,0213jam1.000,0021,30Jumlah21,30NILAI HSPK112.991,306Pemasangan Batu Kali Belah 15/20 cm ( 1Pc:4Ps ) (m3)UpahMandor0,0750O.H60.000,004.500,00Kepala Tukang Batu0,0600O.H50.000,003.000,00Tukang batu0,6000O.H40.000,0024.000,00Pekerja/buruh tak terampil1,5000O.H32.000,0048.000,00Jumlah79.500,00BahanSemen PC ( Portland Cement ) 50 kg2,8612zak55.050,00157.509,06Pasir Pasang0,5202m3160.500,0083.492,10Batu Kali Pecah 15/20 cm1,2000m3160.000,00192.000,00Jumlah433.001,16Sewa PeralatanSewa Concrete Mixer 0,5 m3 ( min 3 jam )0,7000jam50.000,0035.000,00Sewa alat bantu ( 1 set @ 3 alat )0,0600jam1.000,0060,00Jumlah35.060,00NILAI HSPK547.561,167Pemasangan Batu Kali Belah Kosongan tebal 20 cm ( m3 )UpahMandor0,0170O.H60.000,001.020,00Kepala Tukang Batu0,0150O.H50.000,00750,00Tukang batu0,1500O.H40.000,006.000,00Pekerja tak terampil0,3500O.H32.000,0011.200,00Jumlah18.970,00BahanBatu Kali pecah 15/20 cm1,2000m3160.000,00192.000,00Jumlah192.000,00NILAI HSPK210.970,008Pembuatan lubang strous pile diameter 20 cm kedalaman 6 m ( titik )UpahMandor0,1200O.H60.000,007.200,00Pekerja tak terampil2,0250O.H32.000,0064.800,00Jumlah72.000,00NO.URAIAN KEGIATANKOEFISIENSATUANHARGA SATUANHARGA(Rp.)(Rp.)

Sewa PeralatanSewa Alat Bantu Strous Pile2,4000jam10.000,0024.000,00Jumlah24.000,00NILAI HSPK96.000,009Pembuatan lubang strous pile diameter 30 cm kedalaman 6 m ( titik )UpahMandor0,1440O.H60.000,008.640,00Pekerja tak terampil2,4300O.H32.000,0077.760,00Jumlah86.400,00Sewa PeralatanSewa Alat Bantu Strous Pile2,4000jam10.000,0024.000,00Jumlah24.000,00NILAI HSPK110.400,00Pembuatan lubang strous pile diameter 30 cm kedalaman 1 m36.800,0010Pemakaian Spesi Campuran Strous Pile (1Pc:1,5Ps:2,5Kr) (m3)UpahMandor0,0800O.H60.000,004.800,00Kepala Tukang Batu0,0250O.H50.000,001.250,00Tukang batu0,2500O.H40.000,0010.000,00Pekerja terampil1,6500O.H35.000,0057.750,00Jumlah73.800,00BahanSemen PC ( Portland Cement ) 50 kg7,1603zak55.050,00394.174,52Pasir cor0,4882m3110.000,0053.702,00Batu kerikil0,8137m388.200,0071.768,34Jumlah519.644,86NILAI HSPK593.444,8611Pekerjaan Beton Bertulang Strous pile ( 1Pc:1,5Ps:2,5 Kr ) untuk besi 80 kg (m3)BahanPemakaian spesi campuran stous pile1,0000m3593.444,86593.444,86( 1pc:1,5ps:2,5kr)Pekerjaan Pembesian80,000000kg9.731,14778.491,20Jumlah1.371.936,0654Pemancangan Tiang pancang m1 ( 200 m ) (m1)UpahMandor0,125000O.H60.000,007.500,00Jumlah7.500,00BahanTiang pancang 25/25 cm K5001,000000m125.000,00125.000,00Jumlah125.000,00Sewa PeralatanSewa Crane 30 ton - min 8 jam (termasuk0,218000jam225.000,0049.050,00mob/demob, operator , BBM )Sewa Hammer tiang pancang min 8 jam( termasuk mob/demob,operator,BBM )0,2180jam185.000,0040.330,00Jumlah89.380,00NILAI HSPK221.880,0012Struktur UtamaBetonPerancah Sementara ( m2 )UpahMandor0,0415O.H60.000,002.490,00Kepala Tukang Kayu0,0830O.H50.000,004.150,00Tukang Kayu0,8300O.H40.000,0033.200,00Pekerja Terampil0,8300O.H35.000,0029.050,00Jumlah68.890,00BahanKayu Gelam r 8-10 cm5,5000btg5.600,0030.800,00Kayu meranti Bekisting0,0099m32.119.000,0020.978,10Kayu meranti 4/6 cm ( skur )0,0079m33.250.000,0025.675,00Paku0,2000kg9.950,001.990,00Jumlah79.443,10NILAI HSPK148.333,1013Acuan untuk Beton Struktur ( Bekisting ) (m3)UpahMandor0,0600O.H60.000,003.600,00Kepala Tukang Kayu0,3300O.H50.000,0016.500,00Tukang Kayu3,3000O.H40.000,00132.000,00Pekerja Tak Terampil2,5313O.H32.000,0081.000,00Jumlah233.100,00BahanKayu meranti bekisting0,4000m32.119.000,00847.600,00Paku4,0000kg9.950,0039.800,00Minyak bekisting1,0000ltr8.500,008.500,00Jumlah895.900,00Sewa PeralatanNO.URAIAN KEGIATANKOEFISIENSATUANHARGA SATUANHARGA(Rp.)(Rp.)

Sewa Alat Bantu ( 1 set @ 3 alat )0,3243jam1.000,00324,30Jumlah324,30NILAI HSPK1.129.324,3057Pekerjaan Bekisting kolom / Balok/Plat (m3)Acuan untuk beton struktur ( bekisting )0,5000m31.129.324,30564.662,15Jumlah564.662,15NILAI HSPK564.662,1558Pekerjaan Bekisting Kolom Praktis (m3)Acuan Untuk Beton Struktur ( Bekisting )0,2500m31.129.324,30282.331,08Jumlah282.331,08NILAI HSPK282.331,0814Pekerjaan pembesian (kg)UpahMandor0,0004O.H60.000,0024,00Kepala Tukang Besi0,0007O.H50.000,0035,00Tukang Besi0,0070O.H35.000,00245,00Pekerja Tak Terampil0,0059O.H32.000,00189,00Jumlah493,00BahanBesi Beton Polos1,0500kg8.500,008.925,00Kawat ikat beton ( bendrat)0,0204kg15.350,00313,14Jumlah9.238,14NILAI HSPK9.731,14NO.URAIAN KEGIATANKOEFISIENSATUANHARGA SATUANHARGA(Rp.)(Rp.)

15Pekerjaan Beton berstruktur K-225 (1Pc:2Ps:3Kr) ( m3)UpahMandor0,1620O.H60.000,009.720,00Kepala tukang0,0280OH50.000,001.400,00Tukang Batu0,3240O.H40.000,0012.960,00Pekerja / buruh tak terampil1,6411O.H32.000,0052.515,00Jumlah76.595,00BahanPasir cor / Beton0,5450m3110.000,0059.950,00Semen PC ( Portland Cement ) 50 kg7,4200zak55.050,00408.471,00Batu pecah mesin 1/2 cm0,7756m3125.000,0096.944,38Jumlah565.365,38Sewa PeralatanSewa Concrete Mixer 0,5 m3 ( min 3 jam )0,0263jam50.000,001.315,00Sewa Vibrator ( min 5 jam )0,0263jam135.000,003.550,50Sewa Alat bantu ( 1 set @ 3 alat )0,3243jam1.000,00324,30Jumlah5.189,80NILAI HSPK647.150,1816Pekerjaan Beton berstruktur K-350 (1Pc:1,5Ps:2,5Kr) ( m3)UpahMandor0,0840O.H60.000,005.040,00Kepala Tukang Batu0,0350O.H50.000,001.750,00Tukang Batu0,2100O.H40.000,008.400,00Pekerja / buruh tak terampil2,1000O.H32.000,0067.200,00Jumlah82.390,00BahanPasir cor / Beton0,4882m3110.000,0053.702,00Semen PC ( Portland Cement ) 50 kg7,1603zak55.050,00394.174,52Batu pecah mesin 1/2 cm0,8137m3125.000,00101.712,50Jumlah549.589,02Sewa PeralatanSewa Concrete Mixer 0,5 m3 ( min 3 jam )0,2520jam50.000,0012.600,00Sewa Concrete Pump 9 min 3 jam )0,2520jam25.000,006.300,00Sewa Vibrator ( min 5 jam )1,0000jam135.000,00135.000,00Sewa Alat Bantu ( 1 set @ 3 alat )0,1680jam1.000,00168,00Jumlah154.068,00NILAI HSPK786.047,0217Pembongkaran Cetakan dan penyiraman beton ( m3)Upahpekerja / buruh tak terampil2,5313O.H32.000,0081.000,00Jumlah81.000,00NILAI HSPK81.000,0063Pekerjaan Cor Beton Inriit !Pc:1,5Ps,2,5Kr (m3)UpahPekerjaan Pembesian100,0000kg9.731,14973.114,00Acuan Untuk Beton Struktur ( Bekisting )0,2500m31.129.324,30282.331,08Pembongkaran Cetakan Penyiraman Beton0,2500m381.000,0020.250,00Pekerjaan Beton Berstruktur K-350 ( 1Pc:1,5Ps:2,5Kr)1,0000m3786.047,02786.047,02Jumlah2.061.742,09NILAI HSPK2.061.742,0964Pekerjaan Cor Beton Inriit 1Pc:2Ps,3Kr (m3)UpahPekerjaan Beton Berstrutur K-2251,0000m3647.150,18647.150,18Pekerjaan Pembesian130,0000kg9.731,141.265.048,20Acuan Untuk Beton Struktur ( Bekisting )0,2500m31.129.324,30282.331,08Pembongkaran Cetakan Penyiraman Beton0,2500m381.000,0020.250,00Jumlah2.214.779,45NILAI HSPK2.214.779,4518Beton Bertulang 1Pc:2Ps:3Kr ( K-225 ) dgn pemakaian besi 80 kg ( m3 )UpahPekerjaan Beton Berstrutur K-2251,0000m3647.150,18647.150,18Pekerjaan Pembesian80,0000kg9.731,14778.491,20Acuan Untuk Beton Struktur ( Bekisting )0,2500m3564.662,15141.165,54Pembongkaran Cetakan Penyiraman Beton0,2500m381.000,0020.250,00Jumlah1.587.056,91NILAI HSPK1.587.056,9119Beton Bertulang 1Pc:2Ps:3Kr ( K-225 ) dgn pemakaian besi 100 kg ( m3 )UpahPekerjaan Beton Berstrutur K-2251,0000m3647.150,18647.150,18Pekerjaan Pembesian100,0000kg9.731,14973.114,00Acuan Untuk Beton Struktur ( Bekisting )0,5000m3564.662,15282.331,08NO.URAIAN KEGIATANKOEFISIENSATUANHARGA SATUANHARGA(Rp.)(Rp.)

Pembongkaran Cetakan Penyiraman Beton1,0000m381.000,0081.000,00Jumlah1.983.595,25NILAI HSPK1.983.595,2520Beton Bertulang 1Pc:2Ps:3Kr ( K-225 ) dgn pemakaian besi 130 kg ( m3 )UpahPekerjaan Beton Berstrutur K-2251,0000m3647.150,18647.150,18Pekerjaan Pembesian130,0000kg9.731,141.265.048,20Acuan Untuk Beton Struktur ( Bekisting )0,5000m3564.662,15282.331,08Pembongkaran Cetakan Penyiraman Beton1,0000m381.000,0081.000,00Jumlah2.275.529,45NILAI HSPK2.275.529,4521Beton Bertulang 1Pc:2Ps:3Kr ( K-225 ) dgn pemakaian besi 150 kg ( m3 )UpahPekerjaan Beton Berstrutur K-2251,0000m3647.150,18647.150,18Pekerjaan Pembesian150,0000kg9.731,141.459.671,00Acuan Untuk Beton Struktur ( Bekisting )0,5000m3564.662,15282.331,08Pembongkaran Cetakan Penyiraman Beton1,0000m381.000,0081.000,00Jumlah2.470.152,25NILAI HSPK2.470.152,25NO.URAIAN KEGIATANKOEFISIENSATUANHARGA SATUANHARGA(Rp.)(Rp.)

22Beton Bertulang 1Pc:2Ps:3Kr ( K-225 ) dgn pemakaian besi 160 kg ( m3 )UpahPekerjaan Beton Berstrutur K-2251,0000m3647.150,18647.150,18Pekerjaan Pembesian160,0000kg9.731,141.556.982,40Acuan Untuk Beton Struktur ( Bekisting )0,5000m3564.662,15282.331,08Pembongkaran Cetakan Penyiraman Beton1,0000m381.000,0081.000,00Jumlah2.567.463,65NILAI HSPK2.567.463,651Beton Bertulang 1Pc:2Ps:3Kr ( K-225 ) dgn pemakaian besi 180 kg ( m3 )UpahPekerjaan Beton Berstrutur K-2251,0000m3647.150,18647.150,18Pekerjaan Pembesian180,0000kg9.731,141.751.605,20Acuan Untuk Beton Struktur ( Bekisting )0,5000m3564.662,15282.331,08Pembongkaran Cetakan Penyiraman Beton1,0000m381.000,0081.000,00Jumlah2.762.086,45NILAI HSPK2.762.086,45

23Pembongkaran Beton (m2)UpahMandor0,1250O.H60.000,007.500,00Pekerja Terampil1,5000O.H35.000,0052.500,00Jumlah60.000,00Sewa PeralatanSewa Alat bantu ( 1 set @ 3 alat )1,0000jam1.000,001.000,00Jumlah1.000,00NILAI HSPK61.000,0024Pekerjaan Beton Rabat ( 1Pc:3Ps:6Kr) (m3)UpahMandor0,0800O.H60.000,004.800,00Kepala Tukang batu0,0250O.H50.000,001.250,00Tukang Batu0,2500O.H40.000,0010.000,00Pekerja Terampil1,6500O.H35.000,0057.750,00Jumlah73.800,00BahanSemen PC ( Portland Cement ) 50 kg3,7257zak55.050,00205.099,79Pasir Cor0,5081m3110.000,0055.891,00Batu Pecah 2/3 cm1,0161m3222.500,00226.082,25Jumlah487.073,04NILAI HSPK560.873,0478Rabat Kerikil (1Pc:3Ps:6Kr) (m3)UpahMandor0,0800O.H60.000,004.800,00Kepala Tukang batu0,0250O.H50.000,001.250,00Tukang Batu0,2500O.H40.000,0010.000,00Pekerja Terampil1,6500O.H35.000,0057.750,00Jumlah73.800,00BahanSemen PC ( Portland Cement ) 50 kg3,7257zak55.050,00205.099,79Pasir Pasang0,5081m3110.000,0055.891,00Batu Kerikil1,0161m388.200,0089.620,02Jumlah350.610,81NILAI HSPK424.410,8179Pemasangan Beton Cycloop (m3)UpahMandor0,1500O.H60.000,009.000,00Kepala Tukang batu0,0850O.H50.000,004.250,00Tukang Batu0,8500O.H40.000,0034.000,00Pekerja Terampil3,0000O.H35.000,00105.000,00Jumlah152.250,00BahanSemen PC ( Portland Cement ) 50 kg4,0000zak55.050,00220.200,00Pasir Pasang0,3200m3160.500,0051.360,00Batu Kali Pecah 5/7 cm1,1000m3124.350,00136.785,00Jumlah408.345,00Sewa PeralatanSewa Concrete Mixer 0,50 m3 ( min 3 jam )1,0000jam50.000,0050.000,00Sewa Alat Bantu ( 1 set @ 3 alat )1,0000jam1.000,001.000,00Jumlah51.000,00NILAI HSPK611.595,0080Pekerjaan Pabrikasi dan pemasangan baja (kg )UpahNO.URAIAN KEGIATANKOEFISIENSATUANHARGA SATUANHARGA(Rp.)(Rp.)

Mandor0,0003O.H60.000,0018,00Tukang besi0,0600O.H35.000,002.100,00Pekerja / buruh tak terampil0,0800O.H32.000,002.560,00Jumlah4.678,00BahanElektroda Baja1,0000kg19.100,0019.100,00Jumlah19.100,00Sewa Peralatansewa welding set ( min 5 Jam )0,0700hari30.000,002.100,00Jumlah2.100,00NILAI HSPK25.878,0081Pekerjaan Besi Plat Landas ( kg )BahanBesi Plat landas tb 12mm1,1000kg8.500,009.350,00Angkur dia 12mm1,0000kg8.500,008.500,00Elektroda baja (20%)0,2000kg25.878,005.175,60Jumlah23.025,60NILAI HSPK23.025,6081Pekerjaan Besi Plat Bordes ( kg )BahanBesi Plat Bordes 4"x8" tebal 3 mm1,1000kg14.000,0015.400,00Elektroda baja (20%)0,2000kg19.768,003.953,60Jumlah19.353,60NILAI HSPK19.353,6082Pekerjaan Besi Plat Tebal 2 mm ( kg )BahanBesi Plat 4"x 8" tebal 3 mm1,1000kg14.000,0015.400,00Elektroda baja (20%)0,2000kg19.768,003.953,60Jumlah19.353,60NILAI HSPK19.353,6083Pekerjaan Besi Plat Strip ( kg )BahanBesi plat strip pj. 6.00 m3 x 30 mm1,1000kg10.300,0011.330,00Elektroda baja (20%)0,2000kg25.878,005.175,60Jumlah16.505,60NILAI HSPK16.505,6084Pekerjaan Besi Baja Profil WF < 200 mm ( kg )BahanBesi Profil WF 200 mm1,1000kg14.000,0015.400,00Elektroda Baja ( 20% )0,2000kg25.878,005.175,60Jumlah20.575,60NILAI HSPK20.575,6085Pekerjaan Besi Baja Profil WF < 200 s/d 400 mm ( kg )BahanBesi Profil WF 200 mm s/d 400 mm1,1000kg14.000,0015.400,00Elektroda Baja ( 20% )0,2000kg25.878,005.175,60Jumlah20.575,60NILAI HSPK20.575,6086Pekerjaan Besi Baja C 100 - 150 mm ( kg )BahanBesi Profil C 100 mm s/d 150 mm1,1000kg14.000,0015.400,00Elektroda Baja ( 20% )0,2000kg25.878,005.175,60Jumlah20.575,60NILAI HSPK20.575,6087Pembersihan Karat dengan sikat Baja (m2)UpahMandor0,0225O.H60.000,001.350,00Pekerja Terampil0,3000O.H35.000,0010.500,00Jumlah11.850,00NILAI HSPK11.850,0088Perbaikan Connector (kg)UpahKepala Tukang Besi0,0300O.H50.000,001.500,00Tukang Besi0,0900O.H35.000,003.150,00Pekerja Terampil0,0900O.H35.000,003.150,00Jumlah7.800,00NO.URAIAN KEGIATANKOEFISIENSATUANHARGA SATUANHARGA(Rp.)(Rp.)

NILAI HSPK7.800,0089Perbaikan Sambungan ( Baut,Cincin,Pasak, dll ) ( kg )UpahKepala Tukang Besi0,0300O.H50.000,001.500,00Tukang Besi0,0900O.H35.000,003.150,00Pekerja Terampil0,0900O.H35.000,003.150,00Jumlah7.800,00NILAI HSPK7.800,0090Perbaikan dan Penggantian Baja Struktural ( profil ) ( kg )UpahMandor0,0200O.H60.000,001.200,00Tukang Besi0,0110O.H35.000,00385,00Pekerja Terampil0,0280O.H35.000,00980,00Jumlah2.565,00Sewa PeralatanSewa Welding Set ( min 5 jam )0,0700hari30.000,002.100,00Jumlah2.100,00NILAI HSPK4.665,0091Ongkos Pasang Gelagar Profil (kg)UpahMandor0,0500O.H60.000,003.000,00Pekerja Terampil0,0010O.H35.000,0035,00Jumlah3.035,00NILAI HSPK3.035,0092Pemasangan Kawat Sling Baja ( Track Score ) dgn pipa baja hitam (m1)BahanKawat Baja Hitam 10 mm10,0000kg9.200,0092.000,00Pipa Baja (hitam) 3" medium4,0000m26.600,00106.400,00Pipa Baja (hitam) 4" medium2,0000m33.250,0066.500,00Pipa Baja (hitam) 5" medium4,5000m77.550,00348.975,00Tekstang0,2000lonjor34.950,006.990,00Jumlah620.865,00NILAI HSPK620.865,0093Pemasangan Kawat Sling Baja dgn pipa (m1)BahanKawat Baja Hitam 10 mm10,0000kg9.200,0092.000,00Pipa Baja (hitam) 2" medium4,0000m23.300,0093.200,00Pipa Baja (hitam) 4" medium2,0000m33.250,0066.500,00Pipa Baja (hitam) 5" medium4,5000m77.550,00348.975,00Jumlah600.675,00NILAI HSPK600.675,0094Pemasangan Batu Merah 1Pc:2Ps tinggi s/d 2m (m3)UpahMandor0,1600O.H60.000,009.600,00kepala Tukang Batu0,1200O.H50.000,006.000,00Tukang Batu1,2000O.H40.000,0048.000,00pekerja .buruh tak terampil3,0375O.H32.000,0097.200,00Jumlah160.800,00BahanSemen PC (Portland cement ) 50 kg3,6493zak55.050,00200.893,97Pasir Pasang0,3318m3160.500,0053.253,90Batu Bata merah uk. 23x10,5x5,5 cm490,0000buah450,00220.500,00Jumlah474.647,87NILAI HSPK635.447,8795Pemasangan Batu Merah 1Pc:2Ps tinggi s/d 2m (m2)UpahMandor0,0168O.H60.000,001.008,00kepala Tukang Batu0,0126O.H50.000,00630,00Tukang Batu0,1260O.H40.000,005.040,00pekerja .buruh tak terampil0,3780O.H32.000,0012.096,00Jumlah18.774,00BahanSemen PC (Portland cement ) 50 kg0,3832zak55.050,0021.095,16Pasir Pasang0,0348m3160.500,005.585,40Batu Bata merah uk. 23x10,5x5,5 cm52,0000buah450,0023.400,00Jumlah50.080,56NO.URAIAN KEGIATANKOEFISIENSATUANHARGA SATUANHARGA(Rp.)(Rp.)

NILAI HSPK68.854,5696Pemasangan Batu Merah 1Pc:2Ps tinggi 2m - 5 m (m3)UpahMandor0,2250O.H60.000,0013.500,00kepala Tukang Batu0,1500O.H50.000,007.500,00Tukang Batu1,5000O.H40.000,0060.000,00pekerja .buruh tak terampil4,5000O.H32.000,00144.000,00Jumlah225.000,00BahanSemen PC (Portland cement ) 50 kg3,6493zak55.050,00200.893,97Pasir Pasang0,3318m3160.500,0053.253,90Batu Bata merah uk. 23x10,5x5,5 cm490,0000buah450,00220.500,00Jumlah474.647,87NILAI HSPK699.647,8797Pemasangan Batu Merah 1Pc:2Ps tinggi 2m - 5 m (m2)UpahMandor0,0236O.H60.000,001.416,00kepala Tukang Batu0,0158O.H50.000,00790,00Tukang Batu0,1575O.H40.000,006.300,00pekerja .buruh tak terampil0,4725O.H32.000,0015.120,00Jumlah23.626,00BahanSemen PC (Portland cement ) 50 kg0,3832zak55.050,0021.095,16Pasir Pasang0,0348m3160.500,005.585,40Batu Bata merah uk. 23x10,5x5,5 cm52,0000buah450,0023.400,00Jumlah50.080,56NILAI HSPK73.706,5698Pemasangan Batu Merah 1Pc:3Ps tinggi s/d 2m (m3)UpahMandor0,1600O.H60.000,009.600,00kepala Tukang Batu0,1200O.H50.000,006.000,00Tukang Batu1,2000O.H40.000,0048.000,00pekerja .buruh tak terampil3,6000O.H32.000,00115.200,00Jumlah178.800,00BahanSemen PC (Portland cement ) 50 kg2,7648zak55.050,00152.202,24Pasir Pasang0,3770m3160.500,0060.508,50Batu Bata merah uk. 23x10,5x5,5 cm490,0000buah450,00220.500,00Jumlah433.210,74NILAI HSPK612.010,7425Pemasangan Batu Merah 1Pc:3Ps tinggi s/d 2m (m2)UpahMandor0,0168O.H60.000,001.008,00kepala Tukang Batu0,0126O.H50.000,00630,00Tukang Batu0,1260O.H40.000,005.040,00pekerja .buruh tak terampil0,3780O.H32.000,0012.096,00Jumlah18.774,00BahanSemen PC (Portland cement ) 50 kg0,2903zak55.050,0015.981,02Pasir Pasang0,0396m3160.500,006.355,80Batu Bata merah uk. 23x10,5x5,5 cm52,0000buah450,0023.400,00Jumlah45.736,82NILAI HSPK64.510,82100Pemasangan Batu Merah 1Pc:3Ps tinggi 2m-5m (m3)UpahMandor0,2250O.H60.000,0013.500,00kepala Tukang Batu0,1500O.H50.000,007.500,00Tukang Batu1,5000O.H40.000,0060.000,00pekerja .buruh tak terampil4,5000O.H32.000,00144.000,00Jumlah225.000,00BahanSemen PC (Portland cement ) 50 kg2,7648zak55.050,00152.202,24Pasir Pasang0,3770m3160.500,0060.508,50Batu Bata merah uk. 23x10,5x5,5 cm490,0000buah450,00220.500,00Jumlah433.210,74NILAI HSPK658.210,74101Pemasangan Batu Merah 1Pc:3Ps tinggi 2m-5m (m2)UpahNO.URAIAN KEGIATANKOEFISIENSATUANHARGA SATUANHARGA(Rp.)(Rp.)

Mandor0,0236O.H60.000,001.416,00kepala Tukang Batu0,0158O.H50.000,00790,00Tukang Batu0,1575O.H40.000,006.300,00pekerja .buruh tak terampil0,4725O.H32.000,0015.120,00Jumlah23.626,00BahanSemen PC (Portland cement ) 50 kg0,2903zak55.050,0015.981,02Pasir Pasang0,0396m3160.500,006.355,80Batu Bata merah uk. 23x10,5x5,5 cm52,0000buah450,0023.400,00Jumlah45.736,82NILAI HSPK69.362,82102Pemasangan Batu Merah 1Pc:4Ps tinggi s/d 2m (m3)UpahMandor0,1600O.H60.000,009.600,00kepala Tukang Batu0,1200O.H50.000,006.000,00Tukang Batu1,2000O.H40.000,0048.000,00pekerja .buruh tak terampil3,0375O.H32.000,0097.200,00Jumlah160.800,00BahanSemen PC (Portland cement ) 50 kg2,2254zak55.050,00122.508,27Pasir Pasang0,4046m3160.500,0064.938,30Batu Bata merah uk. 23x10,5x5,5 cm490,0000buah450,00220.500,00Jumlah407.946,57NILAI HSPK568.746,5726Pemasangan Batu Merah 1Pc:4Ps tinggi s/d 2m (m2)UpahMandor0,0168O.H60.000,001.008,00kepala Tukang Batu0,0126O.H50.000,00630,00Tukang Batu0,1260O.H40.000,005.040,00pekerja .buruh tak terampil0,3780O.H32.000,0012.096,00Jumlah18.774,00BahanSemen PC (Portland cement ) 50 kg0,2337zak55.050,0012.865,19Pasir Pasang0,0425m3160.500,006.821,25Batu Bata merah uk. 23x10,5x5,5 cm52,0000buah450,0023.400,00Jumlah43.086,44NILAI HSPK61.860,44104Pemasangan Batu Merah 1Pc:4Ps tinggi 2m - 5 m (m3)UpahMandor0,2250O.H60.000,0013.500,00kepala Tukang Batu0,1500O.H50.000,007.500,00Tukang Batu1,5000O.H40.000,0060.000,00pekerja .buruh tak terampil4,5000O.H32.000,00144.000,00Jumlah225.000,00BahanSemen PC (Portland cement ) 50 kg2,2254zak55.050,00122.508,27Pasir Pasang0,4046m3160.500,0064.938,30Batu Bata merah uk. 23x10,5x5,5 cm490,0000buah450,00220.500,00Jumlah407.946,57NILAI HSPK632.946,57105Pemasangan Batu Merah 1Pc:4Ps tinggi 2m - 5 m (m2)UpahMandor0,0236O.H60.000,001.416,00kepala Tukang Batu0,0158O.H50.000,00790,00Tukang Batu0,1575O.H40.000,006.300,00pekerja .buruh tak terampil0,4725O.H32.000,0015.120,00Jumlah23.626,00BahanSemen PC (Portland cement ) 50 kg0,2337zak55.050,0012.865,19Pasir Pasang0,0425m3160.500,006.821,25Batu Bata merah uk. 23x10,5x5,5 cm52,0000buah450,0023.400,00Jumlah43.086,44NILAI HSPK66.712,44106Pemasangan Batu Merah 1Pc:5Ps tinggi s/d 2m (m3)UpahMandor0,1600O.H60.000,009.600,00NO.URAIAN KEGIATANKOEFISIENSATUANHARGA SATUANHARGA(Rp.)(Rp.)

kepala Tukang Batu0,1200O.H50.000,006.000,00Tukang Batu1,2000O.H40.000,0048.000,00pekerja .buruh tak terampil3,6000O.H32.000,00115.200,00Jumlah178.800,00BahanSemen PC (Portland cement ) 50 kg1,8622zak55.050,00102.514,11Pasir Pasang0,4515m3160.500,0072.465,75Batu Bata merah uk. 23x10,5x5,5 cm490,0000buah450,00220.500,00Jumlah395.479,86NILAI HSPK574.279,86107Pemasangan Batu Merah 1Pc:5Ps tinggi s/d 2m (m2)UpahMandor0,0168O.H60.000,001.008,00kepala Tukang Batu0,0126O.H50.000,00630,00Tukang Batu0,1260O.H40.000,005.040,00pekerja .buruh tak terampil0,3780O.H32.000,0012.096,00Jumlah18.774,00BahanSemen PC (Portland cement ) 50 kg0,1955zak55.050,0010.762,28Pasir Pasang0,0474m3160.500,007.607,70Batu Bata merah uk. 23x10,5x5,5 cm52,0000buah450,0023.400,00Jumlah41.769,98NILAI HSPK60.543,98108Pemasangan Batu Merah 1Pc:4Ps tinggi 2m-5m (m3)UpahMandor0,2250O.H60.000,0013.500,00kepala Tukang Batu0,1500O.H50.000,007.500,00Tukang Batu1,5000O.H40.000,0060.000,00pekerja .buruh tak terampil4,5000O.H32.000,00144.000,00Jumlah225.000,00BahanSemen PC (Portland cement ) 50 kg1,8622zak55.050,00102.514,11Pasir Pasang0,4515m3160.500,0072.465,75Batu Bata merah uk. 23x10,5x5,5 cm490,0000buah450,00220.500,00Jumlah395.479,86NILAI HSPK620.479,86109Pemasangan Glasblock 20x20 (m2)UpahMandor0,0236O.H60.000,001.416,00kepala Tukang Batu0,0158O.H50.000,00790,00Tukang Batu0,1575O.H40.000,006.300,00pekerja .buruh tak terampil0,4725O.H32.000,0015.120,00Jumlah23.626,00BahanSemen PC (Portland cement ) 50 kg0,1500zak55.050,008.257,50Pasir Pasang0,0474m3160.500,007.607,70Glasblock25,0000buah16.000,00400.000,00Jumlah415.865,20NILAI HSPK439.491,20110Pemasangan Batu Merah 1Pc:3Kp:8Ps tinggi s/d 2m (m3)UpahMandor0,1600O.H60.000,009.600,00kepala Tukang Batu0,1200O.H50.000,006.000,00Tukang Batu1,2000O.H40.000,0048.000,00pekerja .buruh tak terampil3,6000O.H32.000,00115.200,00Jumlah178.800,00BahanSemen PC (Portland cement ) 50 kg0,9974zak55.050,0054.906,87Kapur Pasang0,1360m3221.700,0030.151,20Pasir Pasang0,3627m3160.500,0058.213,35Batu Bata merah uk. 23x10,5x5,5 cm490,0000buah16.000,007.840.000,00Jumlah7.983.271,42NILAI HSPK8.162.071,42111Pemasangan Batu Merah 1Pc:3Kp:8Ps tinggi s/d 2m (m2)UpahMandor0,0168O.H60.000,001.008,00NO.URAIAN KEGIATANKOEFISIENSATUANHARGA SATUANHARGA(Rp.)(Rp.)

kepala Tukang Batu0,0126O.H50.000,00630,00Tukang Batu0,1260O.H40.000,005.040,00pekerja .buruh tak terampil0,3780O.H32.000,0012.096,00Jumlah18.774,00BahanSemen PC (Portland cement ) 50 kg0,1047zak55.050,005.763,74Kapur Pasang0,0143m3221.700,003.170,31Pasir Pasang0,0381m3160.500,006.115,05Batu Bata merah uk. 23x10,5x5,5 cm52,0000buah16.000,00832.000,00Jumlah847.049,10NILAI HSPK865.823,10112Pemasangan Batu Merah 1Pc:3Kp:8Ps tinggi 2m-5m (m3)UpahMandor0,2250O.H60.000,0013.500,00kepala Tukang Batu0,1500O.H50.000,007.500,00Tukang Batu1,5000O.H40.000,0060.000,00pekerja .buruh tak terampil4,5000O.H32.000,00144.000,00Jumlah225.000,00BahanSemen PC (Portland cement ) 50 kg0,9974zak55.050,0054.906,87Kapur Pasang0,1360m3221.700,0030.151,20Pasir Pasang0,3627m3160.500,0058.213,35Batu Bata merah uk. 23x10,5x5,5 cm490,0000buah16.000,007.840.000,00Jumlah7.983.271,42NILAI HSPK8.208.271,42113Pemasangan Batu Merah 1Pc:3Kp:8Ps tinggi 2m-5m (m2)UpahMandor0,0236O.H60.000,001.416,00kepala Tukang Batu0,0158O.H50.000,00790,00Tukang Batu0,1575O.H40.000,006.300,00pekerja .buruh tak terampil0,4725O.H32.000,0015.120,00Jumlah23.626,00BahanSemen PC (Portland cement ) 50 kg0,1047zak55.050,005.763,74Kapur Pasang0,0143m3221.700,003.170,31Pasir Pasang0,0381m3160.500,006.115,05Batu Bata merah uk. 23x10,5x5,5 cm52,0000buah16.000,00832.000,00Jumlah847.049,10NILAI HSPK870.675,10114Pemasangan batu Merah Kosongan (m3)UpahMandor0,0495O.H60.000,002.970,00kepala Tukang Batu0,0330O.H50.000,001.650,00Tukang Batu0,3300O.H40.000,0013.200,00pekerja .buruh tak terampil0,9900O.H32.000,0031.680,00Jumlah49.500,00BahanBatu Bata Merah 23x10,5x5,5 cm755,0000buah16.000,0012.080.000,00Jumlah12.080.000,00NILAI HSPK12.129.500,0027Pembongkaran Dinding tembok dengan pembersihan (m3)UpahMandor0,0500O.H60.000,003.000,00Pekerja / buruh tak terampil0,8438O.H32.000,0027.000,00Jumlah30.000,00NILAI HSPK30.000,0028Plesteran Halus 1Pc:3Ps tebal 1cm (m2)UpahMandor0,0100O.H60.000,00600,00Kepala Tukang Batu0,0150O.H50.000,00750,00Tukang Batu0,1500O.H40.000,006.000,00Pekerja Tak Terampil0,2000O.H32.000,006.400,00Jumlah13.750,00BahanSemen PC (Portland Cement ) 50 kg0,1080zak55.050,005.945,40Pasir pasang0,0130m3160.500,002.086,50Jumlah8.031,90NILAI HSPK21.781,9029Plesteran Halus 1Pc:4Ps tebal 1,5 cm (m2)NO.URAIAN KEGIATANKOEFISIENSATUANHARGA SATUANHARGA(Rp.)(Rp.)

UpahMandor0,0150O.H60.000,00900,00Kepala Tukang Batu0,0150O.H50.000,00750,00Tukang Batu0,1500O.H40.000,006.000,00Pekerja Tak Terampil0,2531O.H32.000,008.100,00Jumlah15.750,00NO.URAIAN KEGIATANKOEFISIENSATUANHARGA SATUANHARGA(Rp.)(Rp.)

BahanSemen PC (Portland Cement ) 50 kg0,1030zak55.050,005.667,95Pasir pasang0,0215m3160.500,003.444,33Jumlah9.112,28NILAI HSPK24.862,28124Plesteran Halus 1Pc:3 Kp:8Ps tebal 1 cm (m2)UpahMandor0,0100O.H60.000,00600,00Kepala Tukang Batu0,0150O.H50.000,00750,00Tukang Batu0,1500O.H40.000,006.000,00Pekerja Tak Terampil0,2000O.H32.000,006.400,00Jumlah13.750,00BahanSemen PC (Portland Cement ) 50 kg0,0400zak55.050,002.202,00Kapur pasang0,0030m3221.700,00665,10Kapur gamping0,0030m3211.350,00634,05Pasir pasang0,0080m3160.500,001.284,00Jumlah4.785,15NILAI HSPK18.535,15125Plesteran Halus 1Pc:3 Kp:8Ps tebal 1,5 cm (m2)UpahMandor0,0100O.H60.000,00600,00Kepala Tukang Batu0,0150O.H50.000,00750,00Tukang Batu0,1500O.H40.000,006.000,00Pekerja Tak Terampil0,2000O.H32.000,006.400,00Jumlah13.750,00BahanSemen PC (Portland Cement ) 50 kg0,0400zak55.050,002.202,00Kapur pasang0,0060m3221.700,001.330,20Pasir pasang0,0140m3160.500,002.247,00Jumlah5.779,20NILAI HSPK19.529,20126Plesteran Halus 1Pc:3 Kp:5Ps tebal 1 cm (m2)UpahMandor0,0100O.H60.000,00600,00Kepala Tukang Batu0,0150O.H50.000,00750,00Tukang Batu0,1500O.H40.000,006.000,00Pekerja Tak Terampil0,2000O.H32.000,006.400,00Jumlah13.750,00BahanSemen PC (Portland Cement ) 50 kg0,0464zak55.050,002.554,32Kapur pasang0,0063m3221.700,001.396,71Pasir pasang0,0106m3160.500,001.701,30Jumlah5.652,33NILAI HSPK19.402,33127Plesteran Halus 1Pc:3 Kp:5Ps tebal 1,5 cm (m2)UpahMandor0,0100O.H60.000,00600,00Kepala Tukang Batu0,0150O.H50.000,00750,00Tukang Batu0,1500O.H40.000,006.000,00Pekerja Tak Terampil0,2000O.H32.000,006.400,00Jumlah13.750,00BahanSemen PC (Portland Cement ) 50 kg0,0696zak55.050,003.831,48Kapur pasang0,0094m3221.700,002.083,98Pasir pasang0,0159m3160.500,002.551,95Jumlah8.467,41NILAI HSPK22.217,41128Plesteran Halus 1Pc:3 Kp:5Ps tebal 1 cm