UpahDAFTAR HARGA UPAH DAN BAHANPROVINSI: ACEHPEKERJAAN: Pembangunan Rumah Type 36LOKASI: Kota SubulussalamTAHUN: 2014

NO.URAIAN Harga (Rp)SATUAN

U P A H1Mandor72,000.00Hari2Kepala Tukang90,000.00Hari3Tukang Kayu55,000.00Hari4Tukang Batu55,000.00Hari5Tukang Besi60,000.00Hari6Tukang Gali55,000.00Hari7Tukang Las55,000.00Hari8Tukang Cat55,000.00Hari9Pekerja50,000.00Hari

B A H A N1Allumnium Foil50,000.00M22Atap Bittumen Cellulose 3,00 mm95,000.00M23Baut Khusus 2" - 5 "1,100.00Bh4Baja Profil23,400.00Kg5
LT: Ket :Merupakan Item TambahanBaja RinganProfil O 80X80X48,000.00m'6
LT: Ket :Merupakan Item TambahanBaja RinganProfil C 80X80X48,000.00m'7Frame Baja Ringan27,000.00m'8Batten Baja Ringan19,000.00m'9Batu apung97,000.00M310Batu belah 15/20118,800.00M311Batu Andesit hitam154,000.00M212Batu bata600.00Bh13Bata berongga/Bataco3,800.00Bh14Bathtub1,749,600.00Bh15Bubungan Bitumen Cellulose 3,00 mm62,000.00lbr16
LT: Ket :Merupakan Item TambahanBubung Genteng Keramik palentong12,500.00Bh17Besi beton polos7,300.00Kg18Besi Plat Strip9,800.00Kg19Bak stainless steel505,500.00Bh20Bubung palentong11,800.00Bh21Cat dasar22,500.00kg22Cat penutup21,400.00kg23Cat meni20,000.00kg24Cat meni besi20,000.00kg25Cat minyak32,400.00kg26Capsule Baja Ringan18,000.00M'27Dempul14,600.00Kg28Dolken kayu 8 - 10/400 cm30,000.00Btg29Door holder98,000.00Bh30Engsel pintu10,700.00Bh31Engsel jendela8,050.00Bh32Engsel angin11,300.00Bh33Floor drain27,000.00Bh34Genteng Keramik11,900.00Bh35Genteng metal48,000.00Lbr36Gypsum board (120 x 240 x 9) mm62,000.00Lbr37Super Panel 9x1220x2420mm215,000.00Lbr38Ijuk10,700.00Kg39Jendela Nako222,600.00Bh40Kaca Polos tebal 5 mm86,400.00M241Kaca Polos tebal 10 mm100,000.00M242Kaca buram 12 mm148,800.00M243Kaca patri132,000.00M244Koral beton/Kerikil108,000.00M345Kayu 5/72,000,000.00M346Kayu Klas I (Seumantok/Ulin/dll)3,996,000.00M347Kayu Klas II (Kamper/Kruing/dll)3,100,000.00M348Kayu Klas III (Borneo dll)2,700,000.00M349Kayu bekisting2,650,000.00M350Kayu papan bouwplank2,000,000.00M351Kayu Bulat Bekisting24,000.00Lbr52Kayu profil5,000.00M53Kayu cetakan2,650,000.00M54Kawat beton9,500.00Kg55Kawat harmonika13,000.00M56Kunci tanam 2 slaag96,300.00Bh57Kunci tanam antik110,000.00Bh58Kunci tanam biasa75,000.00Bh59Kunci tanam kamar mandi68,000.00Bh60Kunci selot/grendel9,800.00Bh61Kuas8,500.00Bh62Kloset duduk Keramik Setara KIA1,263,600.00Bh63Kloset jongkok Keramik setara KIA97,200.00Bh64Kran " atau "30,000.00Bh65Kait angin11,700.00Bh66Keramik Lantai 40 x 40 cm8,333.33Bh67Keramik Lantai 30 x 30 cm4,363.64Bh68Keramik Lantai 20 x 20 cm Anti Slip1,072.00Bh69Keramik Lantai 10 x 10 cm Anti Slip1,500.00Bh70Keramik Dinding 20 x 25 cm2,000.00Bh71Kerikil Beton120,000.00M372List kayu 2/42,500,000.00M373Lem kayu15,000.00Lt74Minyak bekisting (Melamin)17,000.00Lt75Minyak cat15,600.00Lt76Nok genteng metal30,000.00Lbr77Pipa galvanis "10,383.33M78Pipa galvanis "16,666.67M79Pipa galvanis 1"18,483.33M80Pipa galvanis 1"22,500.00M81Pipa hawa24,500.00Bh82Pipa Penguras Bak10,000.00Bh83Pipa PVC 2"11,500.00M84Pipa PVC 3"16,200.00M85Pipa PVC 4"27,000.00M86Pipa PVC 5"40,000.00M87Paku biasa 2" - 5"11,600.00Kg88Paku biasa 1/2" - 1"11,000.00Kg89Paku asbes9,800.00Kg90Paku skrup 3,5"19,000.00Kg91Paku hak panjang 15 cm21,400.00Kg92Pasir urug90,800.00M393Pasir beton108,800.00M394Pasir pasang97,200.00M395Plamir10,700.00Kg96Plywood 4 mm59,400.00Lbr97Plywood 9 mm124,200.00Lbr98Residu6,000.00Ltr99Roster/terawang3,800.00Bh100Screw350.00Bh101Semen portland 40 Kg35,700.00Zak102Semen warna 40 Kg73,440.00Zak103Seng gelombang 3" - 5"38,000.00Lbr104Seng Plat bjls 2853,000.00Lbr105Seng Plat bjls 2449,600.00Lbr106Seng gelombang BJLS 3248,200.00Lbr107Seng gelombang BJLS 2838,450.00Lbr108Seal Teap7,500.00Set109Sealent/perekat50,000.00Kg110Shower350,000.00Set111Sirtu135,000.00M3112Tanah Timbun43,200.00M3113T 01 s/d T1014,000.00M'114Urinoir810,000.00Bh115Vertikals blinds125,000.00M116Wastafel427,000.00Bh117Water drain + asesories35,000.00Bh

BANDA ACEH, 2014

AnalisaANALISA RENCANA ANGGARAN BIAYA123456789101112131415

Rekap BahanRekap PekerjaTotal1SNI 03-2835-2002 - 1 - b1 m Pagar sementara dari seng tinggi 2 meter240,543.2514,240.00254,783.25Bahan-Dolken kayu 8 - 10/400 cm1.250BtgxRp.30,000.00=Rp.37,500.00-Semen portland2.500KgxRp.892.50=Rp.2,231.25-Seng gelombang 3" - 5"1.200LbrxRp.38,000.00=Rp.45,600.00-Pasir beton0.005M3xRp.108,800.00=Rp.544.00-Koral beton0.009M3xRp.108,000.00=Rp.972.00-Kayu 5/70.072M3xRp.2,000,000.00=Rp.144,000.00-Paku biasa 2" - 5"0.060KgxRp.11,600.00=Rp.696.00-Meni besi0.450LtrxRp.20,000.00=Rp.9,000.00Jumlah (1)=Rp.240,543.25Tenaga-Pekerja0.400OhxRp.50,000.00=Rp.20,000.00-Tukang Kayu0.200OhxRp.55,000.00=Rp.11,000.00-Kepala Tukang0.020OhxRp.90,000.00=Rp.1,800.00-Mandor0.020OhxRp.72,000.00=Rp.1,440.00Jumlah (2)=Rp.14,240.00Jumlah (1) + (2)=Rp.254,783.25Rekap BahanRekap PekerjaTotal2SNI 03-2835-2002 - 1 - d1 m Pengukuran dan pemasangan bouwplank38,232.006,760.0044,992.00Bahan-Kayu 5/70.012M3xRp.2,000,000.00=Rp.24,000.00-Paku biasa 2" - 5"0.020KgxRp.11,600.00=Rp.232.00-Kayu Papan Bouwplank 3/200.007M3xRp.2,000,000.00=Rp.14,000.00Jumlah (1)=Rp.38,232.00Tenaga-Pekerja0.100OhxRp.50,000.00=Rp.5,000.00-Tukang Kayu0.100OhxRp.55,000.00=Rp.5,500.00-Kepala Tukang0.010OhxRp.90,000.00=Rp.900.00-Mandor0.005OhxRp.72,000.00=Rp.360.00Jumlah (2)=Rp.6,760.00Jumlah (1) + (2)=Rp.44,992.00Rekap BahanRekap PekerjaTotal3SNI 03-2835-2002 - 1 - e1 m2 Pembuatan kantor sementara, dengan lantai plesteran989,213.50195,600.001,184,813.50Bahan-Dolken kayu 8 - 10/400 cm1.250BtgxRp.30,000.00=Rp.37,500.00-Kayu 5/70.180M3xRp.2,000,000.00=Rp.360,000.00-Paku biasa 0.850KgxRp.11,600.00=Rp.9,860.00-Besi strip1.100KgxRp.9,800.00=Rp.10,780.00-Semen portland35.000KgxRp.892.50=Rp.31,237.50-Pasir pasang0.150M3xRp.97,200.00=Rp.14,580.00-Pasir beton0.100M3xRp.108,800.00=Rp.10,880.00-Koral beton0.150M3xRp.108,000.00=Rp.16,200.00-Batu bata30.000BhxRp.600.00=Rp.18,000.00-Seng plat0.250LbrxRp.53,000.00=Rp.13,250.00-Jendela nako2.000BhxRp.222,600.00=Rp.445,200.00-Kaca polos 5 mm0.080M2xRp.86,400.00=Rp.6,912.00-Kunci tanam biasa0.150BhxRp.75,000.00=Rp.11,250.00-Plywood 4 mm0.060LbrxRp.59,400.00=Rp.3,564.00Jumlah (1)=Rp.989,213.50Tenaga-Pekerja2.000OhxRp.50,000.00=Rp.100,000.00-Tukang Kayu2.000OhxRp.55,000.00=Rp.110,000.00-Tukang Batu1.000OhxRp.55,000.00=Rp.55,000.00-Kepala Tukang0.300OhxRp.90,000.00=Rp.27,000.00-Mandor0.050OhxRp.72,000.00=Rp.3,600.00Jumlah (2)=Rp.195,600.00Jumlah (1) + (2)=Rp.1,184,813.50Rekap BahanRekap PekerjaTotal4SNI 03-2835-2002 - 1 - h1 m Membersihkan lapangan dan perataan8,600.008,600.00Tenaga-Pekerja0.100OhxRp.50,000.00=Rp.5,000.00-Mandor0.050OhxRp.72,000.00=Rp.3,600.00Jumlah =Rp.8,600.00Rekap BahanRekap PekerjaTotal5SNI 03-2835-2002 - 2 - a1 M3 Galian tanah biasa sedalam 1 meter22,880.0022,880.00Tenaga-Pekerja0.400OhxRp.50,000.00=Rp.20,000.00-Tukang Gali0.000OhxRp.55,000.00=Rp.0.00-Kepala Tukang0.000OhxRp.90,000.00=Rp.0.00-Mandor0.040OhxRp.72,000.00=Rp.2,880.00Jumlah =Rp.22,880.00Rekap BahanRekap PekerjaTotal6SNI 03-2835-2002 - 2 - b1 M3 Galian tanah biasa sedalam 4 meter30,044.0030,044.00Tenaga-Pekerja0.526OhxRp.50,000.00=Rp.26,300.00-Tukang Gali0.000OhxRp.55,000.00=Rp.0.00-Kepala Tukang0.000OhxRp.90,000.00=Rp.0.00-Mandor0.052OhxRp.72,000.00=Rp.3,744.00Jumlah =Rp.30,044.00Rekap BahanRekap PekerjaTotal7SNI 03-2835-2002 - 2 - i1 M3 Urugan kembali10,968.0010,968.00Tenaga-Pekerja0.192OhxRp.50,000.00=Rp.9,600.00-Tukang Gali0.000OhxRp.55,000.00=Rp.0.00-Kepala Tukang0.000OhxRp.90,000.00=Rp.0.00-Mandor0.019OhxRp.72,000.00=Rp.1,368.00Jumlah =Rp.10,968.00Rekap BahanRekap PekerjaTotal8SNI 03-2835-2002 - 2 - j1 M3 Timbunan & Pemadatan Tanah51,840.0028,600.0080,440.00Bahan-Tanah Timbun1.200M3xRp.43,200.00=Rp.51,840.00Jumlah (1)=Rp.51,840.00

-Pekerja0.500OhxRp.50,000.00=Rp.25,000.00-Tukang Gali0.000OhxRp.55,000.00=Rp.0.00-Kepala Tukang0.000OhxRp.90,000.00=Rp.0.00-Mandor0.050OhxRp.72,000.00=Rp.3,600.00Jumlah =Rp.28,600.00Jumlah (1) + (2)=Rp.80,440.009SNI 03-2835-2002 - 2 - k1 M3 Urugan pasir108,960.0015,720.00124,680.00Bahan-Pasir urug1.200M3xRp.90,800.00=Rp.108,960.00Jumlah (1)=Rp.108,960.00Tenaga-Pekerja0.300OhxRp.50,000.00=Rp.15,000.00-Tukang Gali0.000OhxRp.55,000.00=Rp.0.00-Kepala Tukang0.000OhxRp.90,000.00=Rp.0.00-Mandor0.010OhxRp.72,000.00=Rp.720.00Jumlah (2)=Rp.15,720.00Jumlah (1) + (2)=Rp.124,680.00Rekap BahanRekap PekerjaTotal10SNI 03-2836-2002 - d1 M3 Pasang pondasi batu kali, 1 Pc : 3 Ps358,107.00118,800.00476,907.00Bahan-Batu belah 15/20 cm1.100M3xRp.118,800.00=Rp.130,680.00-Semen Portland202.000KgxRp.892.50=Rp.180,285.00-Pasir Pasang0.485M3xRp.97,200.00=Rp.47,142.00Jumlah (1)=Rp.358,107.00Tenaga-Pekerja1.500OhxRp.50,000.00=Rp.75,000.00-Tukang Batu0.600OhxRp.55,000.00=Rp.33,000.00-Kepala Tukang0.060OhxRp.90,000.00=Rp.5,400.00-Mandor0.075OhxRp.72,000.00=Rp.5,400.00Jumlah (2)=Rp.118,800.00Jumlah (1) + (2)=Rp.476,907.00Rekap BahanRekap PekerjaTotal11SNI 03-2836-2002 - n1 M3 Pasang pondasi batu kosong169,800.0066,768.00236,568.00Bahan-Batu belah 15/20 cm1.200M3xRp.118,800.00=Rp.142,560.00-Pasir urug0.300M3xRp.90,800.00=Rp.27,240.00Jumlah (1)=Rp.169,800.00Tenaga-Pekerja0.780OhxRp.50,000.00=Rp.39,000.00-Tukang Batu0.390OhxRp.55,000.00=Rp.21,450.00-Kepala Tukang0.039OhxRp.90,000.00=Rp.3,510.00-Mandor0.039OhxRp.72,000.00=Rp.2,808.00Jumlah (2)=Rp.66,768.00Jumlah (1) + (2)=Rp.236,568.00Rekap BahanRekap PekerjaTotal12SNI 03-2837-2002 - 1 - b1 M2 Pasangan bata merah tebal 1 bata, 1 Pc : 2 Ps130,599.7547,460.00178,059.75Bahan-Bata merah 5 x 11 x 22 cm140.000BhxRp.600.00=Rp.84,000.00-Semen portland43.500KgxRp.892.50=Rp.38,823.75-Pasir pasang0.080M3xRp.97,200.00=Rp.7,776.00Jumlah (1)=Rp.130,599.75Tenaga-Pekerja0.650OhxRp.50,000.00=Rp.32,500.00-Tukang Batu0.200OhxRp.55,000.00=Rp.11,000.00-Kepala Tukang0.020OhxRp.90,000.00=Rp.1,800.00-Mandor0.030OhxRp.72,000.00=Rp.2,160.00Jumlah (2)=Rp.47,460.00Jumlah (1) + (2)=Rp.178,059.7513SNI 03-2837-2002 - 1 - i1 M2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 2 Ps62,606.4823,480.0086,086.48Bahan-Bata merah 5 x 11 x 22 cm70.000BhxRp.600.00=Rp.42,000.00-Semen portland18.950KgxRp.892.50=Rp.16,912.88-Pasir pasang0.038M3xRp.97,200.00=Rp.3,693.60Jumlah (1)=Rp.62,606.48Tenaga-Pekerja0.320OhxRp.50,000.00=Rp.16,000.00-Tukang Batu0.100OhxRp.55,000.00=Rp.5,500.00-Kepala Tukang0.010OhxRp.90,000.00=Rp.900.00-Mandor0.015OhxRp.72,000.00=Rp.1,080.00Jumlah (2)=Rp.23,480.00Jumlah (1) + (2)=Rp.86,086.4814SNI 03-2837-2002 - 1 - k1 M2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 4 Ps56,443.3523,480.0079,923.35Bahan-Bata merah 5 x 11 x 22 cm70.000BhxRp.600.00=Rp.42,000.00-Semen portland11.500KgxRp.892.50=Rp.10,263.75-Pasir pasang0.043M3xRp.97,200.00=Rp.4,179.60Jumlah (1)=Rp.56,443.35Tenaga-Pekerja0.320OhxRp.50,000.00=Rp.16,000.00-Tukang Batu0.100OhxRp.55,000.00=Rp.5,500.00-Kepala Tukang0.010OhxRp.90,000.00=Rp.900.00-Mandor0.015OhxRp.72,000.00=Rp.1,080.00Jumlah (2)=Rp.23,480.00Jumlah (1) + (2)=Rp.79,923.3515SNI 03-2837-2002 - 2- b1 M2 Plesteran 1 Pc : 2 Ps, tebal 15 mm9,256.5020,320.0029,576.50Bahan-Semen portland8.520KgxRp.892.50=Rp.7,604.10-Pasir pasang0.017M3xRp.97,200.00=Rp.1,652.40Jumlah (1)=Rp.9,256.50

Tenaga-Pekerja0.200OhxRp.50,000.00=Rp.10,000.00-Tukang Batu0.150OhxRp.55,000.00=Rp.8,250.00-Kepala Tukang0.015OhxRp.90,000.00=Rp.1,350.00-Mandor0.010OhxRp.72,000.00=Rp.720.00Jumlah (2)=Rp.20,320.00Jumlah (1) + (2)=Rp.29,576.5016SNI 03-2837-2002 - 2- d1 M2 Plesteran 1 Pc : 4 Ps, tebal 15 mm6,585.0020,320.0026,905.00Bahan-Semen portland5.200KgxRp.892.50=Rp.4,641.00-Pasir pasang0.02M3xRp.97,200.00=Rp.1,944.00Jumlah (1)=Rp.6,585.00

Tenaga-Pekerja0.200OhxRp.50,000.00=Rp.10,000.00-Tukang Batu0.150OhxRp.55,000.00=Rp.8,250.00-Kepala Tukang0.015OhxRp.90,000.00=Rp.1,350.00-Mandor0.010OhxRp.72,000.00=Rp.720.00Jumlah (2)=Rp.20,320.00Jumlah (1) + (2)=Rp.26,905.0017SNI 03-3434-2002 - b1 M Pasang kusen pintu dan jendela kayu Klas II3,720,000.001,491,600.005,211,600.00Bahan-Kayu Klas II, balok1.200M3xRp.3,100,000.00=Rp.3,720,000.00Jumlah (1)=Rp.3,720,000.00

Tenaga-Pekerja6.000OhxRp.50,000.00=Rp.300,000.00-Tukang Kayu18.000OhxRp.55,000.00=Rp.990,000.00-Kepala Tukang2.000OhxRp.90,000.00=Rp.180,000.00-Mandor0.300OhxRp.72,000.00=Rp.21,600.00Jumlah (2)=Rp.1,491,600.00Jumlah (1) + (2)=Rp.5,211,600.0018Anl. Al21 M2 Pasang konstruksi kuda-kuda baja ringan rangka atap21,800.0021,184.0042,984.00Bahan-Baja Ringan Profil O 80x50x41.300M'xRp.8,000.00=Rp.10,400.00-Baja Ringan Profil C 80x50x40.600M'xRp.8,000.00=Rp.4,800.00-Baut Khusus 2" - 5"6.000BhxRp.1,100.00=Rp.6,600.00Jumlah (1)=Rp.21,800.00

Tenaga-Pekerja0.100OhxRp.50,000.00=Rp.5,000.00-Tukang 0.200OhxRp.55,000.00=Rp.11,000.00-Kepala Tukang0.032OhxRp.90,000.00=Rp.2,880.00-Mandor0.032OhxRp.72,000.00=Rp.2,304.00Jumlah (2)=Rp.21,184.00Jumlah (1) + (2)=Rp.42,984.00Rekap BahanRekap PekerjaTotal19SNI 03-3434-2002 - am1 M Pasang rangka langit-langit (1,00 x 1,00) m, kayu Klas II38,360.0028,900.0067,260.00Bahan-Kayu klas II, balok0.012M3xRp.3,100,000.00=Rp.37,200.00-Paku biasa 2" - 5"0.100KgxRp.11,600.00=Rp.1,160.00Jumlah (1)=Rp.38,360.00

Tenaga-Pekerja0.150OhxRp.50,000.00=Rp.7,500.00-Tukang Kayu0.250OhxRp.55,000.00=Rp.13,750.00-Kepala Tukang0.025OhxRp.90,000.00=Rp.2,250.00-Mandor0.075OhxRp.72,000.00=Rp.5,400.00Jumlah (2)=Rp.28,900.00Jumlah (1) + (2)=Rp.67,260.0020SNI 03-3434-2002 - av1 M Pasang lisplang ukuran (3 x 20) cm, kayu klas II22,900.0018,610.0041,510.00Bahan-Kayu klas II, balok0.0072M3xRp.3,100,000.00=Rp.22,320.00-Paku biasa 2" - 5"0.050KgxRp.11,600.00=Rp.580.00Jumlah (1)=Rp.22,900.00

Tenaga-Pekerja0.100OhxRp.50,000.00=Rp.5,000.00-Tukang Kayu0.200OhxRp.55,000.00=Rp.11,000.00-Kepala Tukang0.025OhxRp.90,000.00=Rp.2,250.00-Mandor0.0050OhxRp.72,000.00=Rp.360.00Jumlah (2)=Rp.18,610.00Jumlah (1) + (2)=Rp.41,510.00Analisa biaya konstruksi pekerjaan betonRekap BahanRekap PekerjaTotal21SNI 03-3435-2002 - a1 M Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr345,101.00104,260.00449,361.00Bahan-Semen portland218.000KgxRp.892.50=Rp.194,565.00-Pasir beton0.520MxRp.108,800.00=Rp.56,576.00-Koral beton0.870MxRp.108,000.00=Rp.93,960.00Jumlah (1)=Rp.345,101.00

Tenaga-Pekerja1.650OhxRp.50,000.00=Rp.82,500.00-Tukang Batu0.250OhxRp.55,000.00=Rp.13,750.00-Kepala Tukang0.025OhxRp.90,000.00=Rp.2,250.00-Mandor0.080OhxRp.72,000.00=Rp.5,760.00Jumlah (2)=Rp.104,260.00Jumlah (1) + (2)=Rp.449,361.00Rekap BahanRekap PekerjaTotal22SNI 03-3435-2002 - d1 M Membuat lantai kerja beton tumbuk, 1 Pc : 3 Ps : 5 Kr16,505.8059,212.0075,717.80Bahan-Semen portland10.000KgxRp.892.50=Rp.8,925.00-Pasir beton0.026MxRp.108,800.00=Rp.2,828.80-Koral beton0.044MxRp.108,000.00=Rp.4,752.00Jumlah (1)=Rp.16,505.80Tenaga-Pekerja1.150OhxRp.50,000.00=Rp.57,500.00-Tukang Batu0.020OhxRp.55,000.00=Rp.1,100.00-Kepala Tukang0.002OhxRp.90,000.00=Rp.180.00-Mandor0.006OhxRp.72,000.00=Rp.432.00Jumlah (2)=Rp.59,212.00Jumlah (1) + (2)=Rp.75,717.8023SNI 03-3435-2002 - i1 M Membuat beton dengan mutu K 225487,210.00385,600.00872,810.00Bahan-Semen portland388.000KgxRp.892.50=Rp.346,290.00-Pasir beton0.650MxRp.108,800.00=Rp.70,720.00-Koral beton0.650MxRp.108,000.00=Rp.70,200.00Jumlah (1)=Rp.487,210.00

Tenaga-Pekerja6.000OhxRp.50,000.00=Rp.300,000.00-Tukang Batu1.000OhxRp.55,000.00=Rp.55,000.00-Kepala tukang0.100OhxRp.90,000.00=Rp.9,000.00-Mandor0.300OhxRp.72,000.00=Rp.21,600.00Jumlah (2)=Rp.385,600.00Jumlah (1) + (2)=Rp.872,810.00Rekap BahanRekap PekerjaTotal24SNI 03-3435-2002 - z1 Kg Pembesian dengan besi polos atau besi ulir7,807.50854.608,662.10Bahan-Besi beton (polos)1.050KgxRp.7,300.00=Rp.7,665.00-Kawat beton0.015KgxRp.9,500.00=Rp.142.50Jumlah (1)=Rp.7,807.50Tenaga-Pekerja0.007OhxRp.50,000.00=Rp.350.00-Tukang Besi0.007OhxRp.60,000.00=Rp.420.00-Kepala tukang0.0007OhxRp.90,000.00=Rp.63.00-Mandor0.0003OhxRp.72,000.00=Rp.21.60Jumlah (2)=Rp.854.60Jumlah (1) + (2)=Rp.8,662.1025SNI 03-3435-2002 - ab1 M Pasang bekisting untuk pondasi111,180.0032,000.00143,180.00Bahan-Kayu terentang0.040MxRp.2,650,000.00=Rp.106,000.00-Paku biasa 2" - 5"0.300KgxRp.11,600.00=Rp.3,480.00-Minyak bekisting0.100LtxRp.17,000.00=Rp.1,700.00Jumlah (1)=Rp.111,180.00Tenaga-Pekerja0.300OhxRp.50,000.00=Rp.15,000.00-Tukang Kayu0.260OhxRp.55,000.00=Rp.14,300.00-Kepala tukang0.026OhxRp.90,000.00=Rp.2,340.00-Mandor0.005OhxRp.72,000.00=Rp.360.00Jumlah (2)=Rp.32,000.00Jumlah (1) + (2)=Rp.143,180.0026SNI 03-3435-2002 - ac1 M Pasang bekisting untuk sloof124,430.0032,000.00156,430.00Bahan-Kayu terentang0.045MxRp.2,650,000.00=Rp.119,250.00-Paku biasa 2" - 5"0.300KgxRp.11,600.00=Rp.3,480.00-Minyak bekisting0.100LtxRp.17,000.00=Rp.1,700.00Jumlah (1)=Rp.124,430.00

Tenaga-Pekerja0.300OhxRp.50,000.00=Rp.15,000.00-Tukang Kayu0.260OhxRp.55,000.00=Rp.14,300.00-Kepala tukang0.026OhxRp.90,000.00=Rp.2,340.00-Mandor0.005OhxRp.72,000.00=Rp.360.00Jumlah (2)=Rp.32,000.00Jumlah (1) + (2)=Rp.156,430.00Rekap BahanRekap PekerjaTotal27SNI 03-3435-2002 - ad1 M Pasang bekisting untuk kolom258,010.0036,552.00294,562.00Bahan-Kayu terentang0.040MxRp.2,650,000.00=Rp.106,000.00-Paku biasa 2" - 5"0.400KgxRp.11,600.00=Rp.4,640.00-Minyak bekisting0.200LtxRp.17,000.00=Rp.3,400.00-Balok kayu borneo0.015MxRp.2,700,000.00=Rp.40,500.00-Plywood tebal 9 mm0.350LbrxRp.124,200.00=Rp.43,470.00-Dolken kayu 8 - 10/4 m2.000BtgxRp.30,000.00=Rp.60,000.00Jumlah (1)=Rp.258,010.00

Tenaga-Pekerja0.300OhxRp.50,000.00=Rp.15,000.00-Tukang Kayu0.330OhxRp.55,000.00=Rp.18,150.00-Kepala tukang0.033OhxRp.90,000.00=Rp.2,970.00-Mandor0.006OhxRp.72,000.00=Rp.432.00Jumlah (2)=Rp.36,552.00Jumlah (1) + (2)=Rp.294,562.00Rekap BahanRekap PekerjaTotal28SNI 03-3435-2002 - ae1 M Pasang bekisting untuk balok266,110.0036,552.00302,662.00Bahan-Kayu terentang0.040MxRp.2,650,000.00=Rp.106,000.00-Paku biasa 2" - 5"0.400KgxRp.11,600.00=Rp.4,640.00-Minyak bekisting0.200LtxRp.17,000.00=Rp.3,400.00-Balok kayu borneo0.018MxRp.2,700,000.00=Rp.48,600.00-Plywood tebal 9 mm0.350LbrxRp.124,200.00=Rp.43,470.00-Dolken kayu 8 - 10/4 m2.000BtgxRp.30,000.00=Rp.60,000.00Jumlah (1)=Rp.266,110.00

Tenaga-Pekerja0.300OhxRp.50,000.00=Rp.15,000.00-Tukang Kayu0.330OhxRp.55,000.00=Rp.18,150.00-Kepala tukang0.033OhxRp.90,000.00=Rp.2,970.00-Mandor0.006OhxRp.72,000.00=Rp.432.00Jumlah (2)=Rp.36,552.00Jumlah (1) + (2)=Rp.302,662.00Pekerjaan lain-lainUntuk membongkar cetakan dan menyiram beton diperlukanRekap BahanRekap PekerjaTotal-Pekerja4.000OhxRp.50,000.00=Rp.200,000.00200,000.00200,000.00Jumlah (1)=Rp.200,000.0029SUPLEMEN SNI 03-3435-2002 aPondasi Tapak P1 100 x 100 x 20 cm2,965,449.24Beton Cor K2251.000MxRp.872,810.00=Rp.872,810.00Pekerjaan Besi56.102KgxRp.8,662.10=Rp.485,958.54Cetakan Beton9.825M2xRp.143,180.00=Rp.1,406,680.70Pekerjan lain-lain1.000OhxRp.200,000.00=Rp.200,000.00=Rp.2,965,449.24Rekap BahanRekap PekerjaTotal30SUPLEMEN SNI 03-3435-2002 b1 M3 Sloof Ukuran S1 20/25 cm2,719,292.27Beton Cor K2251.000MxRp.872,810.00=Rp.872,810.00Pekerjaan Besi126.872KgxRp.8,662.10=Rp.1,098,977.27Cetakan Beton14.000M2xRp.39,107.50=Rp.547,505.00Pekerjan lain-lain1.000OhxRp.200,000.00=Rp.200,000.00=Rp.2,719,292.27Rekap BahanRekap PekerjaTotal31SUPLEMEN SNI 03-3435-2002 c1 M3 Balok Latai Ukuran BL1 13/13 cm5,102,947.69Beton Cor K2251.000MxRp.872,810.00=Rp.872,810.00Pekerjaan Besi263.679KgxRp.8,662.10=Rp.2,284,010.77Cetakan Beton23.077M2xRp.75,665.50=Rp.1,746,126.92Pekerjan lain-lain1.000OhxRp.200,000.00=Rp.200,000.00=Rp.5,102,947.6932SUPLEMEN SNI 03-3435-2002 d1 M3 Balok Latai Ukuran BL2 15/20 cm3,883,387.29Beton Cor K2251.000MxRp.872,810.00=Rp.872,810.00Pekerjaan Besi164.322KgxRp.8,662.10=Rp.1,423,376.46Cetakan Beton18.333M2xRp.75,665.50=Rp.1,387,200.83Pekerjan lain-lain1.000OhxRp.200,000.00=Rp.200,000.00=Rp.3,883,387.29Rekap BahanRekap PekerjaTotal33SUPLEMEN SNI 03-3435-2002 e1 M3 Kolom K1 25/25 cm3,364,846.28Beton Cor K2251.000MxRp.872,810.00=Rp.872,810.00Pekerjaan Besi128.582KgxRp.8,662.10=Rp.1,113,788.28Cetakan Beton16.000M2xRp.73,640.50=Rp.1,178,248.00Pekerjan lain-lain1.000OhxRp.200,000.00=Rp.200,000.00=Rp.3,364,846.2834SUPLEMEN SNI 03-3435-2002 f1 M3 Kolom KP 13/13 cm5,676,614.09Beton Cor K2251.000MxRp.872,810.00=Rp.872,810.00Pekerjaan Besi269.905KgxRp.8,662.10=Rp.2,337,942.55Cetakan Beton30.769M2xRp.73,640.50=Rp.2,265,861.54Pekerjan lain-lain1.000OhxRp.200,000.00=Rp.200,000.00=Rp.5,676,614.0935SUPLEMEN SNI 03-3435-2002 g1 M3 Ring Balk 20/25 cm3,077,297.58Beton Cor K2251.000MxRp.872,810.00=Rp.872,810.00Pekerjaan Besi109.116KgxRp.8,662.10=Rp.945,170.58Cetakan Beton14.000M2xRp.75,665.50=Rp.1,059,317.00Pekerjan lain-lain1.000OhxRp.200,000.00=Rp.200,000.00=Rp.3,077,297.5836SUPLEMEN SNI 03-3435-2002 h1 M3 Top Geuvel 13/15 cm4,767,548.16Beton Cor K2251.000MxRp.872,810.00=Rp.872,810.00Pekerjaan Besi233.918KgxRp.8,662.10=Rp.2,026,216.87Cetakan Beton22.051M2xRp.75,665.50=Rp.1,668,521.28Pekerjan lain-lain1.000OhxRp.200,000.00=Rp.200,000.00=Rp.4,767,548.16Rekap BahanRekap PekerjaTotal37SNI 03-3436-2002 - ag1 M Pasang atap genteng metal57,374.8610,272.0067,646.86Bahan-Genteng metal1.190LbrxRp.48,000.00=Rp.57,142.86-Paku biasa 2" - 5"0.020KgxRp.11,600.00=Rp.232.00Jumlah (1)=Rp.57,374.86Lebar0.8mTenagaLebar efektif0.7m-Pekerja0.120OhxRp.50,000.00=Rp.6,000.00Panjang1.3m-Tukang Kayu0.060OhxRp.55,000.00=Rp.3,300.00Panjang efektif1.2m-Kepala tukang0.006OhxRp.90,000.00=Rp.540.00-Mandor0.006OhxRp.72,000.00=Rp.432.00Jumlah (2)=Rp.10,272.00Jumlah (1) + (2)=Rp.67,646.8638SNI 03-3436-2002 - ak1 M Pasang nok genteng metal35,734.1210,002.0045,736.12Bahan-Nok genteng metal1.176LbrxRp.30,000.00=Rp.35,294.12-Paku biasa 1/2" - 1"0.040KgxRp.11,000.00=Rp.440.00Jumlah (1)=Rp.35,734.12Tenaga-Pekerja0.100OhxRp.50,000.00=Rp.5,000.00-Tukang Kayu0.070OhxRp.55,000.00=Rp.3,850.00-Kepala tukang0.008OhxRp.90,000.00=Rp.720.00-Mandor0.006OhxRp.72,000.00=Rp.432.00Jumlah (2)=Rp.10,002.00Jumlah (1) + (2)=Rp.45,736.1239Anl H.8 1 m2 Atap Bitumen Cellulose 3,00 mm65,975.004,272.0070,247.00BahanAtap Bitumen Cellulose 3,00 mm0.6250LbrxRp.95,000.00=Rp.59,375.00Baut Khusus6.0000BhxRp.1,100.00=Rp.6,600.00Jumlah (1)=Rp.65,975.00TenagaPekerja0.1200xRp.50,000.00=Rp.6,000.00Tukang0.0600xRp.55,000.00=Rp.3,300.00Kepala tukang0.0060xRp.90,000.00=Rp.540.00Mandor0.0060xRp.72,000.00=Rp.432.00Jumlah (2)=Rp.4,272.00Jumlah (1) + (2)=Rp.70,247.00Rekap BahanRekap PekerjaTotal40Anl H.101 m' Bubungan atap Bitumen Cellulose 3,00 mm77,560.005,002.0082,562.00BahanBubungan Bitumen Cellulose 3,00 mm1.1800lbrxRp.62,000.00=Rp.73,160.00Baut Khusus4.0000BhxRp.1,100.00=Rp.4,400.00Jumlah (1)=Rp.77,560.00TenagaPekerja0.1500xRp.50,000.00=Rp.7,500.00Tukang0.0700xRp.55,000.00=Rp.3,850.00Kepala tukang0.0080xRp.90,000.00=Rp.720.00Mandor0.0060xRp.72,000.00=Rp.432.00Jumlah (2)=Rp.5,002.00Jumlah (1) + (2)=Rp.82,562.00Rekap BahanRekap PekerjaTotal41SNI 03-2838-2002- 1 - j1 M Langit-langit Triplek/plywood Tebal 4 mm22,191.6010,152.0032,343.60Bahan-Triplek (120 x 240 x 4) mm0.364LbrxRp.59,400.00=Rp.21,621.60-Paku Sekrup0.030KgxRp.19,000.00=Rp.570.00Jumlah (1)=Rp.22,191.60Tenaga-Pekerja0.070OhxRp.50,000.00=Rp.3,500.00-Tukang Kayu0.100OhxRp.55,000.00=Rp.5,500.00-Kepala tukang0.010OhxRp.90,000.00=Rp.900.00-Mandor0.004OhxRp.72,000.00=Rp.252.00Jumlah (2)=Rp.10,152.00Jumlah (1) + (2)=Rp.32,343.60Rekap BahanRekap PekerjaTotal42SNI 03-2838-2002- 4 - a 1 buah pasang kunci tanam antik110,000.0041,616.00151,616.00Bahan-Kunci tanam antik1.000BhxRp.110,000.00=Rp.110,000.00Jumlah (1)=Rp.110,000.00

Tenaga-Pekerja0.060OhxRp.50,000.00=Rp.3,000.00-Tukang Kayu0.600OhxRp.55,000.00=Rp.33,000.00-Kepala tukang0.060OhxRp.90,000.00=Rp.5,400.00-Mandor0.003OhxRp.72,000.00=Rp.216.00Jumlah (2)=Rp.41,616.00Jumlah (1) + (2)=Rp.151,616.00Rekap BahanRekap PekerjaTotal43SNI 03-2838-2002- 4 - b 1 buah pasang kunci tanam biasa75,000.0029,260.00104,260.00Bahan-Kunci tanam biasa1.000BhxRp.75,000.00=Rp.75,000.00Jumlah (1)=Rp.75,000.00

Tenaga-Pekerja0.010OhxRp.50,000.00=Rp.500.00-Tukang Kayu0.500OhxRp.55,000.00=Rp.27,500.00-Kepala tukang0.010OhxRp.90,000.00=Rp.900.00-Mandor0.005OhxRp.72,000.00=Rp.360.00Jumlah (2)=Rp.29,260.00Jumlah (1) + (2)=Rp.104,260.0044SNI 03-2838-2002- 4 - e 1 buah pasang engsel pintu10,700.0010,404.0021,104.00Bahan-Engsel pintu1.000BhxRp.10,700.00=Rp.10,700.00Jumlah (1)=Rp.10,700.00

Tenaga-Pekerja0.015OhxRp.50,000.00=Rp.750.00-Tukang Kayu0.150OhxRp.55,000.00=Rp.8,250.00-Kepala tukang0.015OhxRp.90,000.00=Rp.1,350.00-Mandor0.00075OhxRp.72,000.00=Rp.54.00Jumlah (2)=Rp.10,404.00Jumlah (1) + (2)=Rp.21,104.00Rekap BahanRekap PekerjaTotal45SNI 03-2838-2002- 4 - f 1 buah pasang engsel jendela kupu-kupu8,050.006,936.0014,986.00Bahan-Engsel jendela1.000BhxRp.8,050.00=Rp.8,050.00Jumlah (1)=Rp.8,050.00Tenaga-Pekerja0.010OhxRp.50,000.00=Rp.500.00-Tukang Kayu0.100OhxRp.55,000.00=Rp.5,500.00-Kepala tukang0.010OhxRp.90,000.00=Rp.900.00-Mandor0.0005OhxRp.72,000.00=Rp.36.00Jumlah (2)=Rp.6,936.00Jumlah (1) + (2)=Rp.14,986.0046SNI 03-2838-2002- 4 - i 1 buah pasang kait angin11,700.0010,404.0022,104.00Bahan-Kait angin1.000BhxRp.11,700.00=Rp.11,700.00Jumlah (1)=Rp.11,700.00Tenaga-Pekerja0.015OhxRp.50,000.00=Rp.750.00-Tukang Kayu0.150OhxRp.55,000.00=Rp.8,250.00-Kepala tukang0.015OhxRp.90,000.00=Rp.1,350.00-Mandor0.00075OhxRp.72,000.00=Rp.54.00Jumlah (2)=Rp.10,404.00Jumlah (1) + (2)=Rp.22,104.0047SNI 03-2838-2002- 4 - k 1 buah pasang kunci selot9,800.0013,872.0023,672.00Bahan-Kunci selot1.000BhxRp.9,800.00=Rp.9,800.00Jumlah (1)=Rp.9,800.00Tenaga-Pekerja0.020OhxRp.50,000.00=Rp.1,000.00-Tukang Kayu0.200OhxRp.55,000.00=Rp.11,000.00-Kepala tukang0.020OhxRp.90,000.00=Rp.1,800.00-Mandor0.001OhxRp.72,000.00=Rp.72.00Jumlah (2)=Rp.13,872.00Jumlah (1) + (2)=Rp.23,672.0048SNI 03-2838-2002- 4 - l 1 buah pasang pegangan pintu / door holder98,000.0034,680.00132,680.00Bahan-Door holder1.000BhxRp.98,000.00=Rp.98,000.00Jumlah (1)=Rp.98,000.00

Tenaga-Pekerja0.050OhxRp.50,000.00=Rp.2,500.00-Tukang Kayu0.500OhxRp.55,000.00=Rp.27,500.00-Kepala tukang0.050OhxRp.90,000.00=Rp.4,500.00-Mandor0.0025OhxRp.72,000.00=Rp.180.00Jumlah (2)=Rp.34,680.00Jumlah (1) + (2)=Rp.132,680.0049SNI 03-2838-2002- 4 - q 1 M pasang kaca, tebal 5 mm95,040.0010,404.00105,444.00Bahan-Kaca t = 5 mm1.100MxRp.86,400.00=Rp.95,040.00Jumlah (1)=Rp.95,040.00

Tenaga-Pekerja0.015OhxRp.50,000.00=Rp.750.00-Tukang Kayu0.150OhxRp.55,000.00=Rp.8,250.00-Kepala tukang0.015OhxRp.90,000.00=Rp.1,350.00-Mandor0.00075OhxRp.72,000.00=Rp.54.00Jumlah (2)=Rp.10,404.00Jumlah (1) + (2)=Rp.105,444.0050SNI 03-2838-2002- 5 - at1 1 M2 Pasang lantai keramik 30 x 30 cm64,993.0555,560.00120,553.05Bahan-Keramik 30x30 cm11.000BhxRp.4,363.64=Rp.48,000.00-Semen portland11.380KgxRp.892.50=Rp.10,156.65-Pasir pasang0.042M3xRp.97,200.00=Rp.4,082.40-Semen warna1.500KgxRp.1,836.00=Rp.2,754.00Jumlah (1)=Rp.64,993.05

Tenaga-Pekerja0.620OhxRp.50,000.00=Rp.31,000.00-Tukang Batu0.350OhxRp.55,000.00=Rp.19,250.00-Kepala tukang0.035OhxRp.90,000.00=Rp.3,150.00-Mandor0.030OhxRp.72,000.00=Rp.2,160.00Jumlah (2)=Rp.55,560.00Jumlah (1) + (2)=Rp.120,553.0551SNI 03-2838-2002- 5 - at2 1 M2 Pasang lantai keramik 40 x 40 cm75,326.3855,560.00130,886.38Bahan-Keramik 40x40 cm7.000BhxRp.8,333.33=Rp.58,333.33-Semen portland11.380KgxRp.892.50=Rp.10,156.65-Pasir pasang0.042M3xRp.97,200.00=Rp.4,082.40-Semen warna1.500KgxRp.1,836.00=Rp.2,754.00Jumlah (1)=Rp.75,326.38

Tenaga-Pekerja0.620OhxRp.50,000.00=Rp.31,000.00-Tukang Batu0.350OhxRp.55,000.00=Rp.19,250.00-Kepala tukang0.035OhxRp.90,000.00=Rp.3,150.00-Mandor0.030OhxRp.72,000.00=Rp.2,160.00Jumlah (2)=Rp.55,560.00Jumlah (1) + (2)=Rp.130,886.38Rekap BahanRekap PekerjaTotal52SNI 03-2838-2002- 5 - au1 1 M Pasang lantai keramik 20 x 20 cm anti slip43,793.0555,560.0099,353.05Bahan-Keramik 20x20 cm anti slip25.000BhxRp.1,072.00=Rp.26,800.00-Semen portland11.380KgxRp.892.50=Rp.10,156.65-Pasir pasang0.042M3xRp.97,200.00=Rp.4,082.40-Semen warna1.500KgxRp.1,836.00=Rp.2,754.00Jumlah (1)=Rp.43,793.05Tenaga-Pekerja0.620OhxRp.50,000.00=Rp.31,000.00-Tukang Batu0.350OhxRp.55,000.00=Rp.19,250.00-Kepala tukang0.035OhxRp.90,000.00=Rp.3,150.00-Mandor0.030OhxRp.72,000.00=Rp.2,160.00Jumlah (2)=Rp.55,560.00Jumlah (1) + (2)=Rp.99,353.05Rekap BahanRekap PekerjaTotal53SNI 03-2838-2002- 6 - h 1 M Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 2 lapis penutup14,994.004,715.0019,709.00Bahan-Cat meni0.200KgxRp.20,000.00=Rp.4,000.00-Plamir0.150KgxRp.10,700.00=Rp.1,605.00-Cat dasar0.170KgxRp.22,500.00=Rp.3,825.00-Cat penutup0.260KgxRp.21,400.00=Rp.5,564.00Jumlah (1)=Rp.14,994.00

Tenaga-Pekerja0.070OhxRp.50,000.00=Rp.3,500.00-Tukang Cat0.009OhxRp.55,000.00=Rp.495.00-Kepala tukang0.006OhxRp.90,000.00=Rp.540.00-Mandor0.003OhxRp.72,000.00=Rp.180.00Jumlah (2)=Rp.4,715.00Jumlah (1) + (2)=Rp.19,709.0054SNI 03-2838-2002- 6 - i 1 M Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 3 lapis penutup16,920.009,815.0026,735.00Bahan-Cat meni0.200KgxRp.20,000.00=Rp.4,000.00-Plamir0.150KgxRp.10,700.00=Rp.1,605.00-Cat dasar0.170KgxRp.22,500.00=Rp.3,825.00-Cat penutup0.350KgxRp.21,400.00=Rp.7,490.00Jumlah (1)=Rp.16,920.00Tenaga-Pekerja0.070OhxRp.50,000.00=Rp.3,500.00-Tukang Cat0.105OhxRp.55,000.00=Rp.5,775.00-Kepala tukang0.004OhxRp.90,000.00=Rp.360.00-Mandor0.003OhxRp.72,000.00=Rp.180.00Jumlah (2)=Rp.9,815.00Jumlah (1) + (2)=Rp.26,735.0055SNI 03-2838-2002- 6 - l 1 M Pelaburan bidang kayu dengan cat residu dan ter2,100.005,432.007,532.00Bahan-Residu atau ter0.350LtrxRp.6,000.00=Rp.2,100.00Jumlah (1)=Rp.2,100.00

Tenaga-Pekerja0.100OhxRp.50,000.00=Rp.5,000.00-Tukang Cat0.000OhxRp.55,000.00=Rp.0.00-Kepala tukang0.000OhxRp.90,000.00=Rp.0.00-Mandor0.006OhxRp.72,000.00=Rp.432.00Jumlah (2)=Rp.5,432.00Jumlah (1) + (2)=Rp.7,532.00Rekap BahanRekap PekerjaTotal56SNI 03-2838-2002- 6 - n 1 M Pengecatan tembok baru (1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup)8,884.005,212.0014,096.00Bahan-Plamir0.100KgxRp.10,700.00=Rp.1,070.00-Cat dasar0.100KgxRp.22,500.00=Rp.2,250.00-Cat penutup0.260KgxRp.21,400.00=Rp.5,564.00Jumlah (1)=Rp.8,884.00

Tenaga-Pekerja0.020OhxRp.50,000.00=Rp.1,000.00-Tukang Cat0.063OhxRp.55,000.00=Rp.3,465.00-Kepala tukang0.006OhxRp.90,000.00=Rp.567.00-Mandor0.003OhxRp.72,000.00=Rp.180.00Jumlah (2)=Rp.5,212.00Jumlah (1) + (2)=Rp.14,096.00Rekap BahanRekap PekerjaTotal57SNI 03-2838-2002- 6 - t1 1 M Pengecatan meni 2,085.0014,520.0016,605.00Bahan-Cat meni besi0.100KgxRp.20,000.00=Rp.2,000.00-Kuas0.010BhxRp.8,500.00=Rp.85.00Jumlah (1)=Rp.2,085.00

Tenaga-Pekerja0.020OhxRp.50,000.00=Rp.1,000.00-Tukang Cat0.200OhxRp.55,000.00=Rp.11,000.00-Kepala tukang0.020OhxRp.90,000.00=Rp.1,800.00-Mandor0.010OhxRp.72,000.00=Rp.720.00Jumlah (2)=Rp.14,520.00Jumlah (1) + (2)=Rp.16,605.00

Anl. X.4 1 MLangit - langit Gypsum ukuran tebal 4 mm + Rangka FuringA.4.5.1.741572.00 A. BAHAN :Gip Sum (120x240)cm0.364lembar8730031777.20Paku Sekrup0.11kg190002090.00`JUMLAH A33867.20 B. UPAH :KEPALA TUKANG KAYU0.005OH100000500.00MANDOR0.005OH75000375.00PEKERJA0.1ohxRp.60,000.00=Rp.6000.00TUKANG KAYU0.01ohxRp.83,000.00=Rp.830.00JUMLAH B=Rp.7705.00Jumlah (A+B)=Rp.41572.20Overhead 0%=Rp.0.00Total=Rp.41572.20

PembesianBERAT BESI & VOLUME BEKISTING UNTUK PEMBANGUNAN 1 (SATU) UNIT KLINIK PMI CAB. A. BESAR

BJ besi = 7850kg/m3TypeDimensiTul. UtamaBeugelBerat Besi Per M3 TypeDimensiBekisting

BxHDiameterLuasPjg/m3 = ...m'Berat per Dia.Berat TotalDiameterJmlh per m3Luas /m3Pjg 1 beugelBerat per Dia.Berat TotalBxH1 m3 = ....m1 m3 = ..m2Ver.Hor.Total123456785 + 8 = 91234

S1SloofS1Sloof20x255 f 120.000620.00088.78188.781Tump. f 8-15066.670.0033510.3120.4120.72419.04538.091126.8720x2520.00014.000Selimut Beton=30 f 120.000020.0000.000Lap. f 8-15066.670.0033510.3120.4120.72419.045Selimut Beton=3TOTAL =14.000

BL1SloofBL1Sloof13x134 f 120.000559.172210.134210.134Tump. f 8-150197.240.0099140.1720.1720.34426.77353.545263.6813x1359.17223.077Selimut Beton=30 f 120.000059.1720.000Lap. f 8-150197.240.0099140.1720.1720.34426.773Selimut Beton=3TOTAL =23.077

BL2SloofBL2Sloof15x204 f 120.000533.333118.375118.375Tump. f 8-150111.110.0055850.2120.3120.52422.97445.947164.3215x2033.33318.333Selimut Beton=30 f 120.000033.3330.000Lap. f 8-150111.110.0055850.2120.3120.52422.974Selimut Beton=3TOTAL =18.333

K1KolomK1Kolom25x256 f 120.000716.00085.23085.230Tump. f 8-10080.000.0040210.4120.4120.82426.01143.352128.5825x2516.00016.000Selimut Beton=30 f 120.000016.0000.000Lap. f 8-15053.330.0026810.4120.4120.82417.341Selimut Beton=3TOTAL =16.000

KPKolomKPKolom13x134 f 120.000559.172210.134210.134Tump. f 8-150197.240.0099140.1920.1920.38429.88659.771269.9013x1359.17230.769Selimut Beton=2.50 f 120.000059.1720.000Lap. f 8-150197.240.0099140.1920.1920.38429.886Selimut Beton=2.5TOTAL =30.769

RB1RingbalkRB1Ringbalk20x254 f 120.000520.00071.02571.025Tump. f 8-15066.670.0033510.3120.4120.72419.04538.091109.1220x2520.00014.000Selimut Beton=30 f 100.000020.0000.000Lap. f 8-15066.670.0033510.3120.4120.72419.045Selimut Beton=3TOTAL =

GVGeuvelGVGeuvel13x154 f 120.000551.282182.116182.116Tump. f 8-150170.940.0085920.1720.2120.38425.90151.802233.9213x1551.28222.051Selimut Beton=30 f 100.000051.2820.000Lap. f 8-150170.940.0085920.1720.2120.38425.901Selimut Beton=3TOTAL =

Besi PondasiKoefisien BesiBekisting

1Pondasi Tapak P1

Tebal0.2mTebal0.2cm

1 m3 =4.3859649123bhdnr1 m3 =2.8070175439m2D12=12.4542315789Kg0.0120.8mD8=0Kg0.008Tumpuan0.8D8=0Kg0.008
user: jarak sengkangLapanganTOTAL12.4542315789Kg

0.8m0.8

Tinggi kolom1.6Mdnr1 m3 =16m1 m3 =7.0175438596m2D12=23.3516842105Kg0.01260.25M0.25mD8=12.1774708772Kg0.0080.1TumpuanD8=8.1183139181Kg0.0080.15
user: jarak sengkangLapanganTOTAL43.6474690058Kg0.25M0.25m

Koefisien besi=56.1017005848kgBekisting=9.8245614035m2

Analisys MasterMASTER ANALISA

PEMBANGUNAN 1 (SATU) UNIT KLINIK PMI CABANG ACEH BESAR1234567

NoKODEPEKERJAANUPAH PEKERJAHARGA MATERIALTOTAL HARGAKET12345( 4 + 5 )

1SNI 03-2835-2002 - 1 - b1 m Pagar sementara dari seng tinggi 2 meter14,240.00240,543.25254,783.2511 m Pagar sementara dari seng tinggi 2 meter2SNI 03-2835-2002 - 1 - d1 m Pengukuran dan pemasangan bouwplank6,760.0038,232.0044,992.0021 m Pengukuran dan pemasangan bouwplank3SNI 03-2835-2002 - 1 - e1 m2 Pembuatan kantor sementara, dengan lantai plesteran195,600.00989,213.501,184,813.5031 m2 Pembuatan kantor sementara, dengan lantai plesteran4SNI 03-2835-2002 - 1 - h1 m Membersihkan lapangan dan perataan8,600.000.08,600.0041 m Membersihkan lapangan dan perataan5SNI 03-2835-2002 - 2 - a1 M3 Galian tanah biasa sedalam 1 meter22,880.000.022,880.0051 M3 Galian tanah biasa sedalam 1 meter6SNI 03-2835-2002 - 2 - b1 M3 Galian tanah biasa sedalam 4 meter30,044.000.030,044.0061 M3 Galian tanah biasa sedalam 4 meter7SNI 03-2835-2002 - 2 - i1 M3 Urugan kembali10,968.000.010,968.0071 M3 Urugan kembali8SNI 03-2835-2002 - 2 - j1 M3 Timbunan & Pemadatan Tanah28,600.0051,840.0080,440.0081 M3 Timbunan & Pemadatan Tanah9SNI 03-2835-2002 - 2 - k1 M3 Urugan pasir15,720.00108,960.00124,680.0091 M3 Urugan pasir10SNI 03-2836-2002 - d1 M3 Pasang pondasi batu kali, 1 Pc : 3 Ps118,800.00358,107.00476,907.00101 M3 Pasang pondasi batu kali, 1 Pc : 3 Ps11SNI 03-2836-2002 - n1 M3 Pasang pondasi batu kosong66,768.00169,800.00236,568.00111 M3 Pasang pondasi batu kosong12SNI 03-2837-2002 - 1 - b1 M2 Pasangan bata merah tebal 1 bata, 1 Pc : 2 Ps47,460.00130,599.75178,059.75121 M2 Pasangan bata merah tebal 1 bata, 1 Pc : 2 Ps13SNI 03-2837-2002 - 1 - i1 M2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 2 Ps23,480.0062,606.4886,086.48131 M2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 2 Ps14SNI 03-2837-2002 - 1 - k1 M2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 4 Ps23,480.0056,443.3579,923.35141 M2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 4 Ps15SNI 03-2837-2002 - 2- b1 M2 Plesteran 1 Pc : 2 Ps, tebal 15 mm20,320.009,256.5029,576.50151 M2 Plesteran 1 Pc : 2 Ps, tebal 15 mm16SNI 03-2837-2002 - 2- d1 M2 Plesteran 1 Pc : 4 Ps, tebal 15 mm20,320.006,585.0026,905.00161 M2 Plesteran 1 Pc : 4 Ps, tebal 15 mm17SNI 03-3434-2002 - b1 M Pasang kusen pintu dan jendela kayu Klas II1,491,600.003,720,000.005,211,600.00171 M Pasang kusen pintu dan jendela kayu Klas II18Anl. Al21 M2 Pasang konstruksi kuda-kuda baja ringan rangka atap21,184.0021,800.0042,984.00181 M2 Pasang konstruksi kuda-kuda baja ringan rangka atap19SNI 03-3434-2002 - am1 M Pasang rangka langit-langit (1,00 x 1,00) m, kayu Klas II28,900.0038,360.0067,260.00191 M Pasang rangka langit-langit (1,00 x 1,00) m, kayu Klas II20SNI 03-3434-2002 - av1 M Pasang lisplang ukuran (3 x 20) cm, kayu klas II18,610.0022,900.0041,510.00201 M Pasang lisplang ukuran (3 x 20) cm, kayu klas II21SNI 03-3435-2002 - a1 M Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr104,260.00345,101.00449,361.00211 M Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr22SNI 03-3435-2002 - d1 M Membuat lantai kerja beton tumbuk, 1 Pc : 3 Ps : 5 Kr59,212.0016,505.8075,717.80221 M Membuat lantai kerja beton tumbuk, 1 Pc : 3 Ps : 5 Kr23SNI 03-3435-2002 - i1 M Membuat beton dengan mutu K 225385,600.00487,210.00872,810.00231 M Membuat beton dengan mutu K 22524SNI 03-3435-2002 - z1 Kg Pembesian dengan besi polos atau besi ulir854.607,807.508,662.10241 Kg Pembesian dengan besi polos atau besi ulir25SNI 03-3435-2002 - ab1 M Pasang bekisting untuk pondasi32,000.00111,180.00143,180.00251 M Pasang bekisting untuk pondasi26SNI 03-3435-2002 - ac1 M Pasang bekisting untuk sloof32,000.00124,430.00156,430.00261 M Pasang bekisting untuk sloof27SNI 03-3435-2002 - ad1 M Pasang bekisting untuk kolom36,552.00258,010.00294,562.00271 M Pasang bekisting untuk kolom28SNI 03-3435-2002 - ae1 M Pasang bekisting untuk balok36,552.00266,110.00302,662.00281 M Pasang bekisting untuk balok29SUPLEMEN SNI 03-3435-2002 aPondasi Tapak P1 100 x 100 x 20 cm0.00.02,965,449.2429Pondasi Tapak P1 100 x 100 x 20 cm30SUPLEMEN SNI 03-3435-2002 b1 M3 Sloof Ukuran S1 20/25 cm0.00.02,719,292.27301 M3 Sloof Ukuran S1 20/25 cm31SUPLEMEN SNI 03-3435-2002 c1 M3 Balok Latai Ukuran BL1 13/13 cm0.00.05,102,947.69311 M3 Balok Latai Ukuran BL1 13/13 cm32SUPLEMEN SNI 03-3435-2002 d1 M3 Balok Latai Ukuran BL2 15/20 cm0.00.03,883,387.29321 M3 Balok Latai Ukuran BL2 15/20 cm33SUPLEMEN SNI 03-3435-2002 e1 M3 Kolom K1 25/25 cm0.00.03,364,846.28331 M3 Kolom K1 25/25 cm34SUPLEMEN SNI 03-3435-2002 f1 M3 Kolom KP 13/13 cm0.00.05,676,614.09341 M3 Kolom KP 13/13 cm35SUPLEMEN SNI 03-3435-2002 g1 M3 Ring Balk 20/25 cm0.00.03,077,297.58351 M3 Ring Balk 20/25 cm36SUPLEMEN SNI 03-3435-2002 h1 M3 Top Geuvel 13/15 cm0.00.04,767,548.16361 M3 Top Geuvel 13/15 cm37SNI 03-3436-2002 - ag1 M Pasang atap genteng metal10,272.0057,374.8667,646.86371 M Pasang atap genteng metal38SNI 03-3436-2002 - ak1 M Pasang nok genteng metal10,002.0035,734.1245,736.12381 M Pasang nok genteng metal39Anl H.8 1 m2 Atap Bitumen Cellulose 3,00 mm4,272.0065,975.0070,247.0039 1 m2 Atap Bitumen Cellulose 3,00 mm40Anl H.101 m' Bubungan atap Bitumen Cellulose 3,00 mm5,002.0077,560.0082,562.00401 m' Bubungan atap Bitumen Cellulose 3,00 mm41SNI 03-2838-2002- 1 - j1 M Langit-langit Triplek/plywood Tebal 4 mm10,152.0022,191.6032,343.60411 M Langit-langit Triplek/plywood Tebal 4 mm42SNI 03-2838-2002- 4 - a 1 buah pasang kunci tanam antik41,616.00110,000.00151,616.00421 buah pasang kunci tanam antik43SNI 03-2838-2002- 4 - b 1 buah pasang kunci tanam biasa29,260.0075,000.00104,260.00431 buah pasang kunci tanam biasa44SNI 03-2838-2002- 4 - e 1 buah pasang engsel pintu10,404.0010,700.0021,104.00441 buah pasang engsel pintu45SNI 03-2838-2002- 4 - f 1 buah pasang engsel jendela kupu-kupu6,936.008,050.0014,986.00451 buah pasang engsel jendela kupu-kupu46SNI 03-2838-2002- 4 - i 1 buah pasang kait angin10,404.0011,700.0022,104.00461 buah pasang kait angin47SNI 03-2838-2002- 4 - k 1 buah pasang kunci selot13,872.009,800.0023,672.00471 buah pasang kunci selot48SNI 03-2838-2002- 4 - l 1 buah pasang pegangan pintu / door holder34,680.0098,000.00132,680.00481 buah pasang pegangan pintu / door holder49SNI 03-2838-2002- 4 - q 1 M pasang kaca, tebal 5 mm10,404.0095,040.00105,444.00491 M pasang kaca, tebal 5 mm50SNI 03-2838-2002- 5 - at1 1 M2 Pasang lantai keramik 30 x 30 cm55,560.0064,993.05120,553.05501 M2 Pasang lantai keramik 30 x 30 cm51SNI 03-2838-2002- 5 - at2 1 M2 Pasang lantai keramik 40 x 40 cm55,560.0075,326.38130,886.38511 M2 Pasang lantai keramik 40 x 40 cm52SNI 03-2838-2002- 5 - au1 1 M Pasang lantai keramik 20 x 20 cm anti slip55,560.0043,793.0599,353.05521 M Pasang lantai keramik 20 x 20 cm anti slip53SNI 03-2838-2002- 6 - h 1 M Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 2 lapis penutup4,715.0014,994.0019,709.00531 M Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 2 lapis penutup54SNI 03-2838-2002- 6 - i 1 M Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 3 lapis penutup9,815.0016,920.0026,735.00541 M Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 3 lapis penutup55SNI 03-2838-2002- 6 - l 1 M Pelaburan bidang kayu dengan cat residu dan ter5,432.002,100.007,532.00551 M Pelaburan bidang kayu dengan cat residu dan ter56SNI 03-2838-2002- 6 - n 1 M Pengecatan tembok baru (1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup)5,212.008,884.0014,096.00561 M Pengecatan tembok baru (1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup)57SNI 03-2838-2002- 6 - t1 1 M Pengecatan meni 14,520.002,085.0016,605.00571 M Pengecatan meni ERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/A0.0ERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/A0.0ERROR:#N/AERROR:#N/AERROR:#N/AERROR:#N/A0ERROR:#N/A0ERROR:#N/A0ERROR:#N/A0ERROR:#N/A0ERROR:#N/A0ERROR:#N/A0ERROR:#N/A0ERROR:#N/A0

Rekap KubikasiPERHITUNGAN LANTAI I0.990020.998No.PEKERJAAN PERSIAPANlpJumlahVolumeSatuan1Bouwplank101346.000M'2Pembersihan Lahan dan Lean Clearing1114154.000M23Direksi Keet0.000Ls4Pagar Pangaman Kerja000.000M'Ada Faktor KaliNo.PEKERJAAN TANAH DASAR dan PASIRtlpJumlahVolumeSatuanItem PekerjaanVertikalHorizontalTotal1Galian Tanah Pondasi Lajur Batu Kali0.70.741120.090M319.8895018Lajur Pondasi Batu Kali412Galian Tanah Pondasi Tapak P111.11.1170.000M30Luas Lantai34.43Urugan Tanah Bekas Galian5.023M34.97237545Lantai 1334Pasir Urug Bawah Pondasi1.476M31.46126952Lantai 20Tapak P10.051.11.1170.000M3Teras Belakang0.711.4Menerus0.060.64111.476M35Pasir Urug dibawah Lantai4.324M34.28084648Lantai 0.134.413.440M3Teras0.11.72.620.884M36Peninggian Permukaan Tanah15.720M315.5631144Lantai0.234.416.880M3Teras11.72.628.840M3

No.PEKERJAAN STRUKTUR BETON BERTULANG & PASANGAN LANTAI DASARtlpJumlahVolumeSatuanAda Faktor KaliItem PekerjaanVertikalHorizontalTotal1Aanstamping/Batu Kosong2.870M32.8413574Total Lajur Sloof 85.5Menerus0.10.74112.870M3Sloof Bawah45.54085.52Pondasi Batu Kali Campuran 1Pc : 4Ps0.60.453719.990M39.8902998Sloof Atas45.54003Lantai Kerja Pondasi T = 5 cm Camp. 1Pc : 3 Ps : : 5 Kr 0.126M30.12474252Total Lajur Balok LataiTapak P10.051100.000M3Beton BL 1 13/13 (K 275)142438Teras 0.060.71.520.126M3Beton BL 2 15/20 (K 275)65114Beton Pondasi Tapak P1 1,2x1,2 M (K 275)0.000M30Total Lajur Ringbalok50.54090.5Plat Tapak Persegi0.20.80.8172.176M3Kolom Tapak0.250.251171.063M35Beton Sloof S1 20/25 (K 275)0.20.2585.514.275M34.23233556Beton BL 1 13/13 (K 275)0.130.133810.642M30.6357908447Beton BL 2 15/20 (K 275)0.150.21110.330M30.32670668Beton Kolom K1 25/25 (K 275)0.250.254.3174.569M34.5231538759Beton Kolom KP 25/25 (K 275)0.130.134.3120.872M30.863337040810Beton Ringbalok 20/25 (K 275)0.20.2590.514.525M34.479840511Balok Top Geuvel0.130.15810.156M30.15444312

No.PEKERJAAN LANTAItlpJumlahVolumeSatuanAda Faktor KaliItem PekerjaanVertikalHorizontalJlhTotal1Lantai Kerja T = 5 cm Camp. 1Pc : 3 Ps : : 5 Kr 0.0534.411.720M31.7028344Lantai Keramik 30/302Lantai Keramik 30/3033.4133.400M233.066668Lantai 1333Lantai Keramik KM. 20/252.2512.250M22.227545Lantai 204Dinding Keramik KM. 20/251.6314.800M24.7520965Lantai Keramik Pas Bon Tiang 20/25 3.31413.200M213.068264Teras Belakang1.4KM.
MasterCom: MasterCom:Udah Masuk Dalam Lantai 1 & 21.51.512.25Dinding KM T = 1,621.513

PERHITUNGAN OK

No.PEKERJAAN DINDINGtlpJumlahVolumeSatuanAda Faktor KaliItem PekerjaanVertikalHorizontalTotal1Pas. Dinding 1 Bata 1 Pc : 2 Ps0.7541130.750M2Lajur Pas. 1 Bata
MasterCom: MasterCom:Untuk Bata Bawah28.529411Pas. Dinding 1/2 Bata 1 Pc : 2 Ps30.750M230.443115Lajur Pas. 1/2 Bata
MasterCom: MasterCom:Untuk Bata BawahRuang Bwh S2 T = 0,70000.000M2Ruang Bwh S2 T = 0,70Trasram T = 0,450000.000M2Trasram T = 0,4585.5Dinding Tangga T = 1,20000.000M2Dinding Tangga T = 1,22.52Pas. Dinding 1/2 Bata 1 Pc : 4 Ps3.9301117.000M2115.83234Lajur Pas. 1/4 Bata303Plesteran Dinding 1 Pc : 2 Ps61.500M260.88623Teras Depan65114Plesteran Dinding 1 Pc : 4 Ps234.000M2231.664685Plesteran Kolom dan Rigkbalk 8.949M28.8595084469

No.PEKERJAAN PLAFONDtlpJumlahVolumeSatuanAda Faktor KaliItem PekerjaanVertikalHorizontalTotal1Plafond Tripleks 4 mm + Rangka183.750M2181.916175Luas Plafond183.752List Pofil Kayu208.080M'206.0033616Luas Plafond14.513.5195.75Void21.512List Plafond Total231.2List Plafond Dalam7456130List Plafond Luar a222446List Plafond Luar b55.2

No.PEKERJAAN KUSEN PINTU DAN JENDELAtlpJumlahVolumeSatuanAda Faktor KaliItem PekerjaanVertikalHorizontalLuas KacaJlhTotal M3Total M2 Kaca@ Luas Kaca THarga1Kozen Rangka Kayu 1.683M31.6661323786Kozen Rangka Kayu 1.6829282Pintu Type P18M3Pintu Type P15.29.44.1680.9110433.2886,400.00359,424.003Pintu Type P22M3Pintu Type P24.324.7020.140712086,400.000.04Jendela Type J16Jendela Type J14.83.90.691260.407164.147286,400.0059,719.685Jendela Type J22Jendela Type J26.33.91.011220.159122.022486,400.0087,367.686Jendela Type V12Jendela Type V11.562.60.166420.0648960.332886,400.0014,376.96

No.PEKERJAAN PENGECETANtlpJumlahVolumeSatuan1Cat Dinding304.449M2301.41041844692Cat Plafond183.750M2181.916175

No.JumlahEngsel PintuTotalEngsel JendelaTotalKunci PintuTotalPacok PintuTotalPacok JendelaTotalHak AnginTotalDoor HolderTotalWindow HolderTotal1Pintu Type P183.0024.000.01.008.000.00.00.00.00.02Pintu Type P222.004.000.01.002.000.00.00.00.00.03Jendela Type J160.08.0048.000.00.08.0048.008.0048.000.04.0024.004Jendela Type J220.08.0016.000.00.08.0016.008.0016.000.04.008.005Jendela Type V120.04.008.000.00.04.008.004.008.000.02.004.000.00.00.00.00.00.00.00.028721007272036

XIIPEKERJAAN ATAP DAN RANGKA BAJAAda Faktor Kali1Kontruksi Kuda-kuda dan Rangka Atap Baja Ringan236.840177.6300.750.92Atap Bitumen Cellulose 3,00 mm236.840177.6303Rabung atap Bitumen Cellulose 3,00 mm31.80023.8504Papan Lisplank 3/3024.12018.090

PERHITUNGAN VOLUME CLEAR !!! Ok

PERHITUNGAN LANTAI I

No.PEKERJAAN PERSIAPANlpJumlahVolumeSatuan1Bouwplank17.532.5100.000M'2Pembersihan Lahan dan Lean Clearing18.333.3609.390M23Direksi Keet0.000Ls4Pagar Pangaman Kerja0.000M'

No.PEKERJAAN TANAH DASAR dan PASIRtlpJumlahVolumeSatuanItem PekerjaanVertikalHorizontalTotal1Pasir Urug Bawah Lantai0.0517.532.528.438M3Lantai 2512602Peninggian Permukaan Tanah0.0517.532.528.438M3

No.PEKERJAAN PEMASANGAN PAVING BLOKtlpJumlahVolumeSatuanItem PekerjaanVertikalHorizontalTotal1Lantai Kerja Pondasi T = 5 cm Camp. 1Pc : 3 Ps : : 5 Kr 0.0517.532.528.438M32Pas. Paving Blok17.532.5568.750M2Lantai 2512603Pas Bata0.1517.532.515.000M2

Pagar BRCTinggi s/d 1 m105,759 Rp/mTinggi > 1 m s/d 1,5 m124,100 Rp/mTinggi > 1,5 m s/d 2 m172,882 Rp/mTinggi > 2 m s/d 2,5 m194,347 Rp/mTinggi > 2,5 m s/d 3 m229,859 Rp/m

E. ESTIMATE

RENCANA ANGGARAN BIAYA

PEKERJAAN:PEMBANGUNAN RUMAH TIPE 36LOKASI: Kota Subulussalam

NOURAIAN PEKERJAANVOLUMEANALISAHARGA SATUANJUMLAH HARGA

(Rp)(Rp)12356.07.0

IPEKERJAAN PERSIAPANNo11 m Pagar sementara dari seng tinggi 2 meter1Bouwplank46.000M'SNI 03-2835-2002 - 1 - d44,992.002,069,632.00221 m Pengukuran dan pemasangan bouwplank2Pembersihan Lahan dan Lean Clearing130.000M2SNI 03-2835-2002 - 1 - h8,600.001,118,000.00431 m2 Pembuatan kantor sementara, dengan lantai plesteran3Direksi Keet0.0LsTaksir14,000,000.000.041 m Membersihkan lapangan dan perataan4Pagar Pangaman Kerja0.0M'SNI 03-2835-2002 - 1 - b254,783.250.0151 M3 Galian tanah biasa sedalam 1 meterSub Jumlah3,187,632.0061 M3 Galian tanah biasa sedalam 4 meterIIPEKERJAAN TANAH DASAR dan PASIR71 M3 Urugan kembali1Galian Tanah Pondasi Lajur Batu Kali19.890M3SNI 03-2835-2002 - 2 - a22,880.00455,071.80581 M3 Timbunan & Pemadatan Tanah2Urugan Tanah Bekas Galian4.972M3SNI 03-2835-2002 - 2 - i10,968.0054,537.017101 M3 Pasang pondasi batu kali, 1 Pc : 3 Ps3Pasir Urug Bawah Pondasi1.461M3SNI 03-2835-2002 - 2 - k124,680.00182,191.089111 M3 Pasang pondasi batu kosong4Pasir Urug dibawah Lantai4.281M3SNI 03-2835-2002 - 2 - k124,680.00533,735.949121 M2 Pasangan bata merah tebal 1 bata, 1 Pc : 2 Ps5Peninggian Permukaan Tanah15.563M3SNI 03-2835-2002 - 2 - j80,440.001,251,896.928131 M2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 2 PsSub Jumlah2,477,432.76141 M2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 4 PsIIIPEKERJAAN STRUKTUR BETON BERTULANG dan 151 M2 Plesteran 1 Pc : 2 Ps, tebal 15 mmPASANGAN LANTAI DASAR161 M2 Plesteran 1 Pc : 4 Ps, tebal 15 mm1Aanstamping/Batu Kosong2.841M3SNI 03-2836-2002 - n236,568.00672,174.2411171 M Pasang kusen pintu dan jendela kayu Klas II2Pondasi Batu/Gunung Kali Campuran 1Pc : 4Ps9.890M3SNI 03-2836-2002 - d476,907.004,716,753.2110181 M2 Pasang konstruksi kuda-kuda baja ringan rangka atap3Lantai Kerja Pondasi T = 5 cm Camp. 1Pc : 3 Ps : : 5 Kr 0.125M3SNI 03-3435-2002 - a449,361.0056,054.4221191 M Pasang rangka langit-langit (1,00 x 1,00) m, kayu Klas II4Beton Sloof 15/20 (K 225)1.230M3SUPLEMEN SNI 03-3435-2002 d3,883,387.294,776,566.3731221 M Membuat lantai kerja beton tumbuk, 1 Pc : 3 Ps : 5 Kr32231 M Membuat beton dengan mutu K 2255Beton Kolom KP13/13 (K 225)0.950M3SUPLEMEN SNI 03-3435-2002 f5,676,614.095,392,783.38346Balok Ring Balok 13/18 (K 225)0.960M3SUPLEMEN SNI 03-3435-2002 c5,102,947.694,898,829.7936261 M Pasang bekisting untuk sloof7Balok Top Geuvel 13/130.140M3SUPLEMEN SNI 03-3435-2002 c5,102,947.69714,412.68Sub Jumlah20,513,161.40271 M Pasang bekisting untuk kolomIVPEKERJAAN LANTAI281 M Pasang bekisting untuk balok1Lantai Kerja T = 5 cm Camp. 1Pc : 3 Ps : : 5 Kr 1.703M3SNI 03-3435-2002 - a449,361.00765,187.372129Pondasi Tapak P1 100 x 100 x 20 cm2Lantai Keramik 40/4033.067M2SNI 03-2838-2002- 5 - at1 120,553.053,986,287.6850301 M3 Sloof Ukuran S1 20/25 cm3Lantai Keramik KM. 30/302.228M2SNI 03-2838-2002- 5 - au1 99,353.05221,313.3952311 M3 Balok Latai Ukuran BL1 13/13 cm4Dinding Keramik KM. 30/304.752M2SNI 03-2838-2002- 5 - au1 99,353.05472,135.2352321 M3 Balok Latai Ukuran BL2 15/20 cmSub Jumlah5,444,923.67341 M3 Kolom KP 13/13 cmVPEKERJAAN DINDING351 M3 Ring Balk 20/25 cmM212361 M3 Top Geuvel 13/15 cm1Pas. Dinding 1/2 Bata 1 Pc : 2 Ps4.100M2SNI 03-2837-2002 - 1 - i86,086.48352,954.5513371 M Pasang atap genteng metal2Pas. Dinding 1/2 Bata 1 Pc : 4 Ps114.800M2SNI 03-2837-2002 - 1 - k79,923.359,175,200.5814381 M Pasang nok genteng metal3Plesteran Dinding 1 Pc : 2 Ps4.100M2SNI 03-2837-2002 - 2- b29,576.50121,263.651539 1 m2 Atap Bitumen Cellulose 3,00 mm4Plesteran Dinding 1 Pc : 4 Ps114.800M2SNI 03-2837-2002 - 2- d28,016.503,216,294.20016401 m' Bubungan atap Bitumen Cellulose 3,00 mm5Plesteran Kolom dan Rigkbalk 8.860M2SNI 03-2837-2002 - 2- d28,016.50248,212.41816411 M Langit-langit Triplek/plywood Tebal 4 mmSub Jumlah13,113,925.40421 buah pasang kunci tanam antikVIPEKERJAAN PLAFOND431 buah pasang kunci tanam biasa1Plafond Gypsum 4 mm + Rangka Furing33.067M2Anl. X.441,572.201,374,654.1441441 buah pasang engsel pintu2List Pofil Gypsum25.730M'Taksir12,000.00308,760.000461 buah pasang kait anginSub Jumlah1,683,414.14471 buah pasang kunci selotVIIPEKERJAAN KUSEN PINTU DAN JENDELA481 buah pasang pegangan pintu / door holder1Kozen Rangka Kayu 0.540M'SNI 03-3434-2002 - b5,211,600.002,814,264.00017491 M pasang kaca, tebal 5 mm2Pintu Type P13.000BhTaksir600,000.001,800,000.000501 M2 Pasang lantai keramik 30 x 30 cm3Pintu Type P21.000BhTaksir520,000.00520,000.000511 M2 Pasang lantai keramik 40 x 40 cm4Pintu Type P31.000BhTaksir375,000.00375,000.0005Jendela Type J17.000BhTaksir400,000.002,800,000.000521 M Pasang lantai keramik 20 x 20 cm anti slip6Ventilasi1.000BhTaksir300,000.00300,000.000531 M Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 2 lapis penutupSub Jumlah8,609,264.00551 M Pelaburan bidang kayu dengan cat residu dan terVIIIPEKERJAAN PENGECETAN561 M Pengecatan tembok baru (1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup)1Cat Dinding114.800M2SNI 03-2838-2002- 6 - n 14,096.001,618,220.8056571 M Pengecatan meni 2Cat Plafond33.067M2SNI 03-2838-2002- 6 - i 26,735.00884,037.3754Sub Jumlah2,502,258.17IXPEKERJAAN ELEKTRIKAL01Pemasukan Arus Listrik1.000LsTaksir1,000,000.001,000,000.0002Lampu Hemat Energi 8 Watt6.000BhTaksir27,000.00162,000.0003Stop Kontak Daya + Instalasi4.000BhTaksir44,000.00176,000.0004Saklar Tunggal Terpasang2.000BhTaksir18,000.0036,000.0005Saklar Ganda Terpasang2.000BhTaksir21,000.0042,000.0006MCB1.000BhTaksir1,000,000.001,000,000.00071300 KVA1.000BhTaksir2,000,000.002,000,000.000Sub Jumlah4,416,000.00XPEKERJAAN KUNCI dan PENGANTUNG1Engsel Pintu10.000BhSNI 03-2838-2002- 4 - e 21,104.00211,040.00442Engsel Jendela14.000BhSNI 03-2838-2002- 4 - f 14,986.00209,804.00453Kunci Pintu 2 Slaag5.000BhSNI 03-2838-2002- 4 - a 151,616.00758,080.00424Hak Angin7.000BhSNI 03-2838-2002- 4 - i 22,104.00154,728.00465Pacok Jendela7.000BhSNI 03-2838-2002- 4 - k 23,672.00165,704.00476Pegangan Jendela7.000BhTaksir11,000.0077,000.00Sub Jumlah1,576,356.00XIPEKERJAAN SANITER DAN FIXTURE1Closset Jongkok1.000BhTaksir120,000.00120,000.0002Bak Air Fiber1.000BhTaksir600,000.00600,000.0003Stop Kran Dinding 2.000BhTaksir35,000.0070,000.0004Floor Drain1.000BhTaksir30,000.0030,000.0005Septictank + Pemipaan Air Kotor & Bekas1.000BhTaksir2,500,000.002,500,000.000Sub Jumlah3,320,000.00XIIPEKERJAAN ATAP DAN RANGKA BAJA1Kontruksi Kuda-kuda dan Rangka Atap Baja Ringan49.750M2Anl. Al242,984.002,138,454.00182Atap Bitumen Cellulose 3,00 mm49.750M2Anl H.870,247.003,494,788.25393Rabung atap Bitumen Cellulose 3,00 mm7.030M'Anl H.1082,562.00580,410.86404Papan Lisplank 3/3036.230M2SNI 03-3434-2002 - av41,510.001,503,907.3020Sub Jumlah7,717,560.41

BANDA ACEH, 2014

PT. Alegerhan

REKAPR E K A P I T U L A S IENGINEER ESTIMATEPROPINSI: ACEHPEKERJAAN: Pembangunan Rumah Type 36LOKASI: Kota SubulussalamTAHUN : 2014

NOURAIAN PEKERJAANTOTAL JUMLAH(Rp)123.0

IPEKERJAAN PERSIAPAN3,187,632.00IIPEKERJAAN TANAH DASAR DAN PASIR2,477,432.76IIIPEKERJAAN STRUKTUR BETON BERTULANG20,513,161.40IVPEKERJAAN LANTAI5,444,923.67VPEKERJAAN DINDING13,113,925.40VIPEKERJAAN PLAFOND1,683,414.14VIIPEKERJAAN KUSEN PINTU DAN JENDELA8,609,264.00VIIIPEKERJAAN PENGECETAN2,502,258.17IXPEKERJAAN ELEKTRIKAL4,416,000.00XPEKERJAAN KUNCI dan PENGANTUNG1,576,356.00XIPEKERJAAN SANITER DAN FIXTURE3,320,000.00XIIPEKERJAAN ATAP DAN RANGKA BAJA7,717,560.41

74,561,927.94

JUMLAH74,561,927.94DIBULATKAN74,561,000.00

Terbilang : Tujuh Puluh Empat juta Lima Ratus Enam Puluh Satu Ribu Rupiah

BANDA ACEH, 2014

PT. Alegerhan