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REKAPITULASI RAB PEKERJAAN : LOKASI : NO URAIAN PEKERJAAN 1 2 A PEKERJAAN PERSIAPAN B PEKERJAAN TANAH C #NAME? D #NAME? E #NAME? JUMLAH HARGA PPN 10% TOTAL DIBULATKAN Terbilang : Tiga Ratus Enam Pulu Delapan Juta Tiga Ratus Delapan Puluh Ribu Rupiah

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RAB PONDASI MENERUS

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REKAPITULASIREKAPITULASI RAB

PEKERJAAN:LOKASI :

NOURAIAN PEKERJAANJUMLAH HARGA (Rp)

123APEKERJAAN PERSIAPAN3,883,057.50BPEKERJAAN TANAH39,257,251.43CERROR:#REF!ERROR:#REF!DERROR:#REF!ERROR:#REF!EERROR:#REF!ERROR:#REF!

JUMLAH HARGAERROR:#REF!PPN 10%TOTALERROR:#REF!DIBULATKAN

Terbilang : Tiga Ratus Enam Pulu Delapan Juta Tiga Ratus Delapan Puluh Ribu Rupiah

KUANTITAS HARGADAFTAR KUANTITAS DAN HARGA

PROYEK:LAHAN KOMPI UNIT TIPE ALOKASI :TANJUNG SELORNOURAIAN PEKERJAANVOLUMEHARGA SATUANJUMLAH HARGA

12345APEKERJAAN PERSIAPAN1Pembersihan lokasi581.05M216,000.009,296,875.20581.05472pembuatan gudang kerja dan alat32.00M2901,244.5028,839,824.0013Biaya pemasangan bouplank94.64M157,963.005,485,618.3294.64

Sub Total I43,622,317.52BPEKERJAAN TANAH1Galian tanah pondasi203.31M371,000.0014,435,010.00107.642Timbunan kembali tanah bekas galian + pemadatan82.83M323,666.671,960,310.0040.02

Sub Total II16,395,320.00CPEKERJAAN PONDASI1Pasangan pndasi batu gunung120.48M31,107,568.00133,439,792.6467.621Anstamping45.18M3637,575.6028,805,665.6153.882pasir urug bawah pondasi22.59M32,961,500.0066,900,285.0044.923pancang ulin 10/10 2m125.00titik333,672.0041,709,000.00125.5

Sub Total III270,854,743.25DPEKERJAAN BETON COR 1 : 2 : 31COR SLOOF21M31,360,331.0028,651,835.6513.14633,000.00COR SLOOF2Cor kolom 20/2014.48M31,360,331.0019,692,151.562,961,500.00Cor kolom 20/203Ring balok 15/158M31,360,331.0010,744,438.372,768,500.00Ring balok 15/15Sub Total IV59,088,425.58EPEKERJAAN LANTAI1Cor lantai t = 10 cm camp. 1 : 3 : 535.25M31,201,178.0042,345,968.862Cor rabat t = 10 cm camp. 1 : 3 : 52.10M31,201,178.002,522,473.8003Pasang Keramik 20 x 20 cm pada lantai KM/WC42.00M2229,928.309,656,988.604Pasangan keramik 20 x 25 cm pada dinding KM/WC113.40M2270,514.7030,676,366.985Pasangan keramik 40 x 40 cm 316.53M2231,357.7573,231,668.61Sub Total V158,433,466.85

NOURAIAN PEKERJAANVOLUMEHARGA SATUANJUMLAH HARGA

12345FPEKERJAAN DINDING1Pasangan bata849.31M229,566.5625,111,175.072Pledteran + aci1,698.62M233,115.0056,249,801.30Sub Total VI81,360,976.37GPEKERJAAN KOSEN, PINTU & JENDELA1Rangka kusen kayu bangkirai 6/103.30M35,374,062.5017,734,406.252Daun pintu panel kayu bangkirai ( P1 ) Uk. (1.4 x 2.10)51.84M2554,800.0028,760,832.003Daun Ppintu WC ( P2 ) Ukuran ( 70 x 2.10 )19.32Bh554,800.0010,718,736.004Pasangan ventilasi kayu bangkirai2.94Bh468,647.501,377,823.655Pasangan kaca polos 5 mm26.34M2210,205.005,536,799.70227Pasangan railing teras pipa stenlis D 1" (teras samping)14.00Ls1,500,000.0021,000,000.00Sub Total VII85,128,597.60HPEKERJAAN KAP DAN PENUTUP ATAP1Pek. Kuda Kuda Jepit Kayu 6/124.45M34,411,240.0019,619,254.5764.8570.202Pek. Kaso + Reng Genteng Metal581.95M247,687.5027,751,740.633Pek. Gording 8/126.84M33,609,350.0024,673,227.85101.16101.164Pek. Menutup Atap Genteng Metal581.95M2167,817.3897,661,321.38171.845Pek. Menutup Bubung Metal69.52M1128,480.008,931,929.606Pek. Menutup Jurai34.80M1161,931.505,635,216.207Pek. Lisplank 2/20101.52M145,681.004,637,535.12

Sub Total VIII188,910,225.35IPEKERJAAN PLAFOND1Pas. Plafon plywood 4 mm + rangka dari kayu meranti 5/7461.09M292,193.5042,509,500.922Pasang list Plafond617.47M132,286.5019,935,945.1671.1443.07184.76298.973Memasang Plywood 3mm461.09M2143,294.0066,071,430.46Sub Total IX128,516,876.53JPEKERJAAN PENGGANTUNG PENUTUP & PENGUNCI1Kunci tanam 2 x putar30.00Bh291,370.008,741,100.002Kunci tanam 2 x putar KM/WC14.00Bh129,050.001,806,700.003Engsel pintu64.00Bh56,905.003,641,920.004Engsel jendela108.00Bh35,270.003,809,160.0056565Kait angin108.00Bh39,705.004,288,140.006Grendel pintu2.00Bh43,040.0086,080.007Grendel jendela54.00Bh43,040.002,324,160.00

Sub Total X24,697,260.00KPEKERJAAN CAT - CATAN1Pengecatan dinding luar dan dalam dgn cat tembok1698.62M220,635.0035,051,023.702Pengecatan plafon dengan cat tembok461.09M212,516.185,771,085.443Pengecatan kusen, jalusi daun pintu/jendela dgn cat kilap169.58M230,000.005,087,400.004Pengecatan list plank dan angin-angin dengan cat kilap20.30M247,529.00965,028.82

NOURAIAN PEKERJAANVOLUMEHARGA SATUANJUMLAH HARGA

12345Sub Total XI46,874,537.95LPEKERJAAN INSTALASI LISTRIKAPEKERJAAN INSTALASI1Instalasi penerangan Nym 3 x 2.5 mm190.45Ttk100,000.0019,045,000.0002Instalasi stop kontak Nym 3 x 2.5 mm75.00Ttk100,000.007,500,000.003Box sekring, MCB DLL1.00Unit1,000,000.001,000,000.004Gronding / pentanahan1.00Unit350,000.00350,000.00

BARMATURE LAMPU1Lampu fitting Sl 18 Watt51.00Ttk75,000.003,825,000.002Lampu fitting Sl 11 Watt14.00Ttk60,000.00840,000.003Pasang saklar tunggal14.00Bh40,000.00560,000.004Pasang saklar ganda18.00Bh55,000.00990,000.005Pasang stop kontak16.00Bh40,000.00640,000.00

Sub Total XII34,750,000.00MPEKERJAAN SANITAIR1Pasang kran air 3/4"15.00Bh24,975.00374,625.002Pipa air bersih PVC 3/4""99.00M120,172.001,997,028.00360633pas. Wastavell1.00M11,852,991.501,852,991.504Sambungan Elbow 1"2.00Bh23,775.7547,551.505Pas. Stop kran 1'' menara air1.00Bh24,975.0024,975.006Pas. Pipa PVC 4" dari septictank146.10M1108,556.5015,860,104.657Pas. Pipa PVC 2 " floor drain14.00M147,269.25661,769.508Pasangan Floor drain14.00Bh121,612.501,702,575.009Pasang klosed jongkok keramik14.00Bh724,166.5010,138,331.0010Pembuatan bak mandi Pas. Bata transram. 1:314.00Bh1,689,454.1323,652,357.7511Pemb. Meja dapur pas. Batu bata + cor beton betulang1.51Ls1,360,331.002,056,820.4712Pembuatan septictank dari pas. Batu bata vol. 2 m32.00Unit2,000,000.004,000,000.0013Tangki air cap. 1..100 Ltr + menara dari kayu ulin1.00Unit1,400,000.001,400,000.00Sub Total XIII63,769,129.37TOTAL1,202,401,876.38

PENAWAR,CV. MANUK USAN

JALIN UDAUDIREKTUR

Sheet1

Apekeraan persiapanpembersihan lahangallian dan uruganpagar pengaman mobilisasi dan demobilisasiBpek. Sipilpondasi dan sloof kolomdindingrangka penutup atap

Cpekeraan instalasi mekanikal elektrikal dan plmbingDpekeraan finising cat dindingplafonlantaipenutup atapEPekerajan lain- lainPEMBERSIHAN LAPANGANV=2x(P+L)P12L13.551

REKAPREKAPITULASI ANGGARAN BIAYA

Pekerjaan: Pembuatan SiringLokasi: Tanjung Selor

NOURAIAN PEKERJAANTOTAL HARGA (Rp)

IPEKERJAAN PERSIAPANRp.3,883,057.50

IIPEKERJAAN TANAHRp.7,318,768.00

IIIPEKERJAAN PASANGAN DAN PLESTERANRp.39,257,251.43

JUMLAH TOTALRp.50,459,076.93Ppn 10%Rp.5,045,907.69JUMLAH TOTAL + Ppn 10%Rp.55,504,984.62DIBULATKANRp.55,504,000.00Terbilang:Lima Puluh Lima Juta Lima Ratus Empat Ribu Rupiah

RABRENCANA ANGGARAN BIAYA

NOURAIAN PEKERJAANSATUANVOLUMEHARGA SATUAN (Rp)TOTAL HARGA (Rp)IPEKERJAAN PERSIAPAN1Pembersihan LokasiM252.5016,000.00840,000.002Pembuatan Pagar Pengaman dari SengM1- 0252,032.750.002Pemasangan BowplankM152.5057,963.003,043,057.504Pembuatan Direksi KeetM2- 0901,244.500.005Pembuatan GudangM2- 0901,244.500.00Keliling Pondasi 78.2M1Sub Total I3,883,057.50IIPEKERJAAN TANAHKel.Dinding 59.8Layar 12327.3m21Pek. Galian Pondasi MenerusM331.5071,000.002,236,500.00179.4m22Pancang Ulin 10/10-2mTtk18.00253,306.004,559,508.003Urugan Pasir di Bawah Pondasi MenerusM33.50149,360.00522,760.00Pintu24m23Urugan Tanah di Bawah LantaiM30.00Sub Total II7,318,768.00Jendela Single1.6m2IIIPEKERJAAN PASANGAN DAN PLESTERANBouvenlist2.1m21Pas. PondasiM324.501,221,393.0529,924,129.733Trasram/ kaki tembok T=50cmM239.600.004Trasram/ kaki tembok KM/WC T=200cmM248.000.002Lantai KerjaM23.501,201,178.004,204,123.003Pek.Plesteran Dinding KelilingM270.0073,271.415,128,998.704Peekerjaan Acian KelilingM270.0033,115.002,318,050.00Sub Total III39,257,251.434.5

Data BangunanDATA BANGUNANPanjang Arah YPONDASI22MeterDimensi Galian Pondasi10.931.512MeterDimensi Pasangan Batu0.80.378.45754MeterDimensi Aanstamping10.231.74MeterDimensi Urugan Pasir10.13.512MeterJumlah Titik Pancang783MeterJumlah Pasak781.5MeterPanjang Kalang 5/103171.1950.597522Meter1.380.6980.5Meter10.735SLOOFHWLLebar Arah XDimensi Sloof0.150.24.75512MeterJumlah Tul.Utama 126951846.3912MeterPanjang Sengkang 80.54713.25285.324.52MeterPanjang Tekukan0.1132.083333333352.8333333333V4MeterBekisting0.2158.531.74Meter3MeterDinding3MeterTinggi Dinding Pas.Bata4562m23MeterLebar Dinding Pas.Bata140.53MeterTinggi Plesteran4.2590.11180.2m23MeterTebal Plesteran0.0223.604m33Meter2Meter12MeterKolom 20/2012MeterDimensi Kolom0.20.25.678MeterJumlah Tul.Utama84996.8Panjang Sengkang0.641166.6666666667466.6666666667Keliling BangunanPanjang Tekukan0.1116.666666666746.6666666667158.5MeterBekisting0.214028

Kolom Praktis 12/12Dimensi Kolom0.120.120.5184Jumlah Tul.Utama4144128.16Panjang Sengkang0.3230038.4Panjang Tekukan0.13012Bekisting0.12364.32BalokDimensi Balok0.150.24.755Jumlah Tul.Utama6951846.39Panjang Sengkang0.54713.25285.3Panjang Tekukan0.1132.083333333352.8333333333Bekisting0.2158.531.7LantaiEl. Lantai -0.2Urugan Tanah Bawah Lantai61211.52Urugan Pasir Bawah Lantai6127.2Beton Lantai6127.2Spesi 6122.88Penutup Lantai61272El. Lantai -0.0Urugan Tanah Bawah Lantai161269.12Urugan Pasir Bawah Lantai161219.2Beton Lantai161219.2Spesi 16127.68Penutup Lantai1612192PlafondDimensi Plafond2212264Rangka Plafond2212264Kuda - Kuda Rangka AtapTipe Kuda - Kuda 1PanjangTiang Nok3.64PanjangKaki Kuda - Kuda15.78PanjangBalok Gapit11.84PanjangSkoor7.8PanjangBalok Tekan5.28PanjangBalok Tarik12.62Sambungan4Plat Sambungan6Baut34

Tipe 1/2 Kuda - KudaPanjangTiang Nok3.64PanjangKaki Kuda - Kuda21.1PanjangSkoor3.9PanjangBalok Tekan2.65PanjangBalok Tarik19.8Sambungan4Plat Sambungan6Baut34Pengaku Antar Kuda"Papan Router

Rangka Atap & Penutup AtapGordingGordingKasau10.310.31Reng11.971.97Genteng Metal351.99414.574.5717.177.1719.779.77Elektrikal22.3612.36Lampu96.1536.15Kabel192.372.3264.6m11.323M3Sambungan295.80.0291.352Pipa 1/2"KasauT 1/2"617.85478.85957.7M13.35195M3Sambungan3060.1053.45695Elbow 1/2"RengKotak Hubung Bagi2222.42493.24986.48M11.183776M3Stop KontakGentengSakelar22.427.85175.997351.994M2MCBSanitasiClosedPipa 4"Pipa 2"Elbow 4"Elbow 2"Saptictank

ANALISADINAS PEKERJAAN UMUMKABUPATEN BULUNGAN

ANALISA HARGA SATUAN PEKERJAANTAHUN ANGGARAN 2014

NOKOEFSATHARGA SATJUMLAHRp.Rp.123456=(3x5)A.PEKERJAAN PERSIAPANSNI 03-2835-2002A1.00Membuat 1 m' pagar sementara dari kayu tinggi 2 meterBahanKayu Dolken / Kayu perancah1.2500Btg16,000.0020,000.00Portland Cement (PC)2.5000kg1,820.004,550.00Pasir Beton (PB)0.0050m107,150.00535.75Kerikil Sungai0.0090m242,000.002,178.00Kayu Meranti 5/7 0.0720m1,870,000.00134,640.00Paku Biasa 2" - 5"0.0600kg21,650.001,299.00Residu0.4000lt11,700.004,680.00Jumlah (1)167,882.75TenagaPekerja0.4000OH90,000.0036,000.00Tukang Kayu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0200OH140,000.002,800.00Jumlah (2)63,400.00Jumlah (1) + (2)231,282.75A2.00Membuat 1 m' pagar sementara dari seng gelombang tinggi 2 meterBahanKayu Dolken / Kayu perancah1.2500Btg16,000.0020,000.00Portland Cement (PC)2.5000kg1,820.004,550.00Seng Gelombang 3" - 5"1.2000lbr64,950.0077,940.00Pasir Beton (PB)0.0050m107,150.00535.75Koral Beton (maksimum 30 mm)0.0090m242,000.002,178.00Kayu Meranti 5/7 0.0720m1,870,000.00134,640.00Paku Biasa 2" - 5"0.0600kg21,650.001,299.00Meni Kayu0.4500Kg24,200.0010,890.00Jumlah (1)252,032.75

TenagaPekerja0.4000OH90,000.0036,000.00Tukang Kayu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0200OH140,000.002,800.00Jumlah (2)63,400.00Jumlah (1) + (2)315,432.75A3.00Membuat 1 m' pagar sementara dari kawat duri tinggi 1.8 meterBahanKayu Dolken / Kayu perancah1.0000Btg16,000.0016,000.00Portland Cement (PC)2.0000kg1,820.003,640.00Kawat Duri25.0000kg10,100.00252,500.00Pasir Beton (PB)0.0050m107,150.00535.75Koral Beton (maksimum 30 mm)0.0090m242,000.002,178.00Paku Biasa 2" - 5"0.0600kg21,650.001,299.00Jumlah (1)276,152.75TenagaPekerja0.3000OH90,000.0027,000.00Tukang Kayu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0200OH140,000.002,800.00Jumlah (2)54,400.00Jumlah (1) + (2)330,552.75A4.00Mengerjakan 1 m' pengukuran dan pemasangan bouwplankBahanKayu Meranti 5/7 0.0120m1,870,000.0022,440.00Paku Biasa 2" - 5"0.0200kg21,650.00433.00Kayu Papan Meranti (2 x 20 x 400)0.0070m1,870,000.0013,090.00Jumlah (1)35,963.00TenagaPekerja0.1000OH90,000.009,000.00Tukang Kayu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0050OH140,000.00700.00Jumlah (2)22,000.00Jumlah (1) + (2)57,963.00A5.00Membuat 1 m kantor sementara, dengan lantai plesteranBahanKayu Dolken / Kayu perancah1.2500m'16,000.0020,000.00Kayu Meranti 5/7 (ikat)0.1800m1,870,000.00336,600.00Paku 0.8500kg21,650.0018,402.50Besi Strip1.1000kg24,600.0027,060.00Semen Portland35.0000kg1,820.0063,700.00Pasir Urug0.1500m100,800.0015,120.00Pasir Beton 0.1000m107,150.0010,715.00Kerikil Sungai0.1500m242,000.0036,300.00Bata Merah30.0000bh990.0029,700.00Seng Plat Bjls 200.2500lbr15,000.003,750.00Jendela Nako2.0000bhERROR:#REF!ERROR:#REF!Kaca Polos 3mm0.0800m113,100.009,048.00Kunci Tanam0.1500bh211,750.0031,762.50 Plywood 3 mm0.0600lbr60,500.003,630.00Jumlah (1)ERROR:#REF!

Pekerja2.0000OH90,000.00180,000.00Tukang Batu1.0000OH110,000.00110,000.00Tukang Kayu 2.0000OH110,000.00220,000.00Kepala Tukang 0.3000OH130,000.0039,000.00Mandor0.0500OH140,000.007,000.00Jumlah (2)556,000.00Jumlah (1) + (2)ERROR:#REF!

A6.00Membuat 1 m gudang semen dan alat-alatBahanKayu Dolken / Kayu perancah1.7000Btg16,000.0027,200.00Kayu Meranti 5/7 (ikat)0.2100m1,870,000.00392,700.00Paku 0.3000kg21,650.006,495.00Semen Portland10.5000kg1,820.0019,110.00Pasir Beton 0.0300m107,150.003,214.50Kerikil Sungai0.0500m242,000.0012,100.00Seng Gelombang BJLS 301.5000lbr64,950.0097,425.00Jumlah (1)558,244.50TenagaPekerja1.0000OH90,000.0090,000.00Tukang Kayu 2.0000OH110,000.00220,000.00Kepala Tukang 0.2000OH130,000.0026,000.00Mandor0.0500OH140,000.007,000.00Jumlah (2)343,000.00Jumlah (1) + (2)901,244.50A7.00Membuat 1 m rumah jaga konstruksi kayuBahanKayu Dolken / Kayu perancah3.0000Btg16,000.0048,000.00Kayu Meranti 5/7 (ikat)0.2760m1,870,000.00516,120.00Paku 0.7000kg21,650.0015,155.00Seng Gelombang BJLS 301.5000lbr64,950.0097,425.00Jumlah (1)676,700.00TenagaPekerja1.0000OH90,000.0090,000.00Tukang Kayu 1.5000OH110,000.00165,000.00Kepala Tukang 0.1500OH130,000.0019,500.00Mandor0.0500OH140,000.007,000.00Jumlah (2)281,500.00Jumlah (1) + (2)958,200.00A8.00Membersihkan 1 m lapangan dan perataanPekerja0.1000OH90,000.009,000.00Mandor0.0500OH140,000.007,000.00Jumlah (2)16,000.00A9.00Membuat 1 m bedeng buruhBahanKayu Dolken / Kayu perancah1.2500Btg16,000.0020,000.00Kayu Meranti 5/7 (ikat)0.1860m1,870,000.00347,820.00Paku 0.3000kg21,650.006,495.00Semen Portland18.0000kg1,820.0032,760.00Pasir Beton 0.0300m107,150.003,214.50Kerikil Sungai0.0500m242,000.0012,100.00Seng Gelombang BJLS 321.5000lbr64,950.0097,425.00Plywood 6 mm1.3500lbr60,500.0081,675.00Jumlah (1)601,489.50TenagaPekerja1.0000OH90,000.0090,000.00Tukang Kayu 2.0000OH110,000.00220,000.00Kepala Tukang 0.2000OH130,000.0026,000.00Mandor0.0500OH140,000.007,000.00Jumlah (2)343,000.00Jumlah (1) + (2)944,489.50A10.00Membuat 1 m jalan sementaraBahanBatu Belah 15/200.1500m431,200.0064,680.00Batu Pecah 5/70.0900m595,833.3353,625.00Pasir Pasang0.0100m107,150.001,071.50Jumlah (1)119,376.50TenagaPekerja1.0000OH90,000.0090,000.00Mandor0.0500OH140,000.007,000.00Jumlah (2)97,000.00Jumlah (1) + (2)216,376.50

A11.00Membongkar 1 m beton bertulangPekerja6.6670OH90,000.00600,030.00Mandor0.3330OH140,000.0046,620.00Jumlah646,650.00A12.00Membongkar 1 m dinding tembok bata merahPekerja6.6670OH90,000.00600,030.00Mandor0.0330OH140,000.004,620.00Jumlah604,650.00A13.00Mengerjakan1 m pengukuran kembali (site)Pekerja0.0200OH90,000.001,800.00Tukang Kayu0.0100OH110,000.001,100.00Peralatan0.5000OH56,100.0028,050.00Jumlah30,950.00A14.00Membongkar 1 m dinding bata/ pas. batu kali (bongkaran dipakai kembali)Pekerja3.0000OH90,000.00270,000.00Mandor0.0900OH140,000.0012,600.00Jumlah282,600.00A15.00Mengupas 1 m plesteranPekerja0.1250OH90,000.0011,250.00Mandor0.0125OH140,000.001,750.00Jumlah13,000.00A16.00Membongkar 1 m plesteran dinding/ siaranPekerja0.1250OH90,000.0011,250.00Mandor0.0125OH140,000.001,750.00Jumlah13,000.00A17.00Membongkar 1 m genteng/ sirap ( bongkaran dipakai kembali)Pekerja0.5000OH90,000.0045,000.00Mandor0.0500OH140,000.007,000.00Jumlah52,000.00A18.00Membongkar 1 m genteng/ sirap (bongkaran tidak dipakai kembali)Pekerja0.1000OH90,000.009,000.00Mandor0.0100OH140,000.001,400.00Jumlah10,400.00A19.00Membongkar 1 m rangka atap/ reng/ kaso (bongkaran dipakai kembali)Pekerja0.2000OH90,000.0018,000.00Tukang Kayu 0.1000OH110,000.0011,000.00Kepala Tukang 0.0100OH130,000.001,300.00Mandor0.0200OH140,000.002,800.00Jumlah33,100.00A20.00Membongkar 1 m rangka atap/ reng/ kaso (bongkaran tidak dipakai kembali)Pekerja0.1500OH90,000.0013,500.00Tukang Kayu 0.0750OH110,000.008,250.00Kepala Tukang 0.0075OH130,000.00975.00Mandor0.0150OH140,000.002,100.00Jumlah24,825.00A21.00Membongkar 1 m kuda-kuda/ gording/ balok (bongkaran dipakai kembali)Pekerja4.0000OH90,000.00360,000.00Tukang Kayu 6.0000OH110,000.00660,000.00Kepala Tukang 0.6000OH130,000.0078,000.00Mandor0.4000OH140,000.0056,000.00Jumlah1,154,000.00A22.00Membongkar 1 m kuda-kuda/ gording/ balok (bongkaran tidak dipakai kembali)Pekerja4.0000OH90,000.00360,000.00Tukang Kayu 3.0000OH110,000.00330,000.00Mandor0.2000OH140,000.0028,000.00Jumlah718,000.00A23.00Membongkar 1 m plafond (bongkaran dipakai kembali)Pekerja0.1000OH90,000.009,000.00Tukang Kayu 0.3000OH110,000.0033,000.00Kepala Tukang 0.0300OH130,000.003,900.00Mandor0.0100OH140,000.001,400.00Jumlah47,300.00A24.00Membongkar 1 m plafond (bongkaran tidak dipakai kembali)Pekerja0.1500OH90,000.0013,500.00Mandor0.0150OH140,000.002,100.00Jumlah15,600.00

B.PEKERJAAN TANAHSNIB1.00Menggali 1 m tanah biasa sedalam 1 meterTenagaPekerja0.7500OH90,000.0067,500.00Mandor0.0250OH140,000.003,500.00Jumlah71,000.00B2.00Menggali 1 m tanah biasa sedalam 2 meterTenagaPekerja0.9000OH90,000.0081,000.00Mandor0.0450OH140,000.006,300.00Jumlah87,300.00B3.00Menggali 1 m tanah biasa sedalam 3 meterTenagaPekerja1.0500OH90,000.0094,500.00Mandor0.0670OH140,000.009,380.00Jumlah103,880.00B4.00Menggali 1 m tanah keras sedalam 1 meterTenagaPekerja1.0000OH90,000.0090,000.00Mandor0.0320OH140,000.004,480.00Jumlah94,480.00B5.00Menggali 1 m tanah cadas sedalam 1 meterTenagaPekerja1.5000OH90,000.00135,000.00Mandor0.0600OH140,000.008,400.00Jumlah143,400.00B6.00Menggali 1 m tanah lumpur sedalam 1 meterTenagaPekerja1.2000OH90,000.00108,000.00Mandor0.0450OH140,000.006,300.00Jumlah114,300.00B7.00Mengerjakan 1 m stripping tebing setinggi 1 meterTenagaPekerja0.0500OH90,000.004,500.00Mandor0.0050OH140,000.00700.00Jumlah5,200.00B8.00Membuang 1 m tanah sejauh 30 meterTenagaPekerja0.3300OH90,000.0029,700.00Mandor0.0100OH140,000.001,400.00Jumlah31,100.00B9.00Membuang 1 m tanah sejauh 150 meterTenagaPekerja0.5160OH90,000.0046,440.00Mandor0.0500OH140,000.007,000.00Jumlah53,440.00B10.00Mengurug kembali 1 m galianTenagaPekerja0.2500OH90,000.0022,500.00Mandor0.0083OH140,000.001,166.67Jumlah23,666.67B11.00Memadatkan 1 m tanah (per 20 cm)TenagaPekerja0.5000OH90,000.0045,000.00Mandor0.0500OH140,000.007,000.00Jumlah52,000.00B12.00Mengurug 1 m pasir urugBahanPasir Urug1.2000m100,800.00120,960.00Jumlah (1)120,960.00TenagaPekerja0.3000OH90,000.0027,000.00Mandor0.0100OH140,000.001,400.00Jumlah (2)28,400.00Jumlah (1) + (2)149,360.00B13.00Mengurug 1 m sirtu padat untuk peninggian lantai bangunanBahanSirtu1.2000m121,000.00145,200.00Jumlah (1)145,200.00TenagaPekerja0.2500OH90,000.0022,500.00Mandor0.0250OH140,000.003,500.00Jumlah (2)26,000.00Jumlah (1) + (2)171,200.00

B14.00Mengurug 1 m Tanah Timbunan BahanTanah Timbunan1.2000m66,000.0079,200.00Jumlah (1)79,200.00TenagaPekerja0.2500OH90,000.0022,500.00Mandor0.0250OH140,000.003,500.00Jumlah (2)26,000.00Jumlah (1) + (2)105,200.00

C.PEKERJAAN PONDASISNI 03-2836C1.00Memasang 1 m pondasi batu belah; campuran 1 PC : 1 PPBahanBatu Belah 15/201.2000m431,200.00517,440.00Portland Cement (PC)392.0000kg1,820.00713,440.00Pasir Pasang (PP)0.3140m107,150.0033,645.10Jumlah (1)1,264,525.10TenagaPekerja1.5000OH90,000.00135,000.00Tukang Batu0.6000OH110,000.0066,000.00Kepala Tukang0.0600OH130,000.007,800.00Mandor0.0750OH140,000.0010,500.00Jumlah (2)219,300.00Jumlah (1) + (2)1,483,825.10

C2.00Memasang 1 m pondasi batu belah; campuran 1 PC : 2 PP, Batu Belah 15/20BahanBatu Belah 15/201.2000m431,200.00517,440.00Portland Cement (PC)267.0000kg1,820.00485,940.00Pasir Pasang (PP)0.4270m107,150.0045,753.05Jumlah (1)1,049,133.05TenagaPekerja1.5000OH90,000.00135,000.00Tukang Batu0.6000OH110,000.0066,000.00Kepala Tukang0.0600OH130,000.007,800.00Mandor0.0750OH140,000.0010,500.00Jumlah (2)219,300.00Jumlah (1) + (2)1,268,433.05C3.00Memasang 1 m pondasi batu belah; campuran 1 PC : 2 PP, Batu GunungBahanBatu Gunung1.2000m392,000.00470,400.00Portland Cement (PC)267.0000kg1,820.00485,940.00Pasir Pasang (PP)0.4270m107,150.0045,753.05Jumlah (1)1,002,093.05TenagaPekerja1.5000OH90,000.00135,000.00Tukang Batu0.6000OH110,000.0066,000.00Kepala Tukang0.0600OH130,000.007,800.00Mandor0.0750OH140,000.0010,500.00Jumlah (2)219,300.00Jumlah (1) + (2)1,221,393.05C4.00Memasang 1 m pondasi batu belah; campuran 1 PC : 2,5 PPBahanBatu Belah 15/201.2000m431,200.00517,440.00Portland Cement (PC)392.0000kg1,820.00713,440.00Pasir Pasang (PP)0.3140m107,150.0033,645.10Jumlah (1)1,264,525.10TenagaPekerja1.5000OH90,000.00135,000.00Tukang Batu0.6000OH110,000.0066,000.00Kepala Tukang0.0600OH130,000.007,800.00Mandor0.0750OH140,000.0010,500.00Jumlah (2)219,300.00Jumlah (1) + (2)1,483,825.10C5.00Memasang 1 m pondasi batu belah; campuran 1 PC : 3 PPBahanBatu Belah 15/201.2000m431,200.00517,440.00Portland Cement (PC)202.0000kg1,820.00367,640.00Pasir Pasang (PP)0.4850m107,150.0051,967.75Jumlah (1)937,047.75TenagaPekerja1.5000OH90,000.00135,000.00Tukang Batu0.6000OH110,000.0066,000.00Kepala Tukang0.0600OH130,000.007,800.00Mandor0.0750OH140,000.0010,500.00Jumlah (2)219,300.00Jumlah (1) + (2)1,156,347.75C6.00Memasang 1 m pondasi batu belah; campuran 1 PC : 4 PPBahanBatu Belah 15/201.2000m431,200.00517,440.00Portland Cement (PC)163.0000kg1,820.00296,660.00Pasir Pasang (PP)0.5200m107,150.0055,718.00Jumlah (1)869,818.00TenagaPekerja1.5000OH90,000.00135,000.00Tukang Batu0.7500OH110,000.0082,500.00Kepala Tukang0.0750OH130,000.009,750.00Mandor0.0750OH140,000.0010,500.00Jumlah (2)237,750.00Jumlah (1) + (2)1,107,568.00C7.00Memasang 1 m pondasi Batu Gunung; campuran 1 PC : 4 PPBahanBatu Gunung1.2000m392,000.00470,400.00Portland Cement (PC)163.0000kg1,820.00296,660.00Pasir Pasang (PP)0.5200m107,150.0055,718.00Jumlah (1)822,778.00TenagaPekerja1.5000OH90,000.00135,000.00Tukang Batu0.7500OH110,000.0082,500.00Kepala Tukang0.0750OH130,000.009,750.00Mandor0.0750OH140,000.0010,500.00Jumlah (2)237,750.00Jumlah (1) + (2)1,060,528.00C8.00Memasang 1 m pondasi batu belah; campuran 1 PC : 5 PPBahanBatu Belah 15/201.2000m431,200.00517,440.00Portland Cement (PC)136.0000kg1,820.00247,520.00Pasir Pasang (PP)0.5440m107,150.0058,289.60Jumlah (1)823,249.60TenagaPekerja1.5000OH90,000.00135,000.00Tukang Batu0.7500OH110,000.0082,500.00Kepala Tukang0.0750OH130,000.009,750.00Mandor0.0750OH140,000.0010,500.00Jumlah (2)237,750.00Jumlah (1) + (2)1,060,999.60C9.00Memasang 1 m pondasi batu belah; campuran 1 PC : 6 PPBahanBatu Belah 15/201.2000m431,200.00517,440.00Portland Cement (PC)117.0000kg1,820.00212,940.00Pasir Pasang (PP)0.5610m107,150.0060,111.15Jumlah (1)790,491.15TenagaPekerja1.5000OH90,000.00135,000.00Tukang Batu0.7500OH110,000.0082,500.00Kepala Tukang0.0750OH130,000.009,750.00Mandor0.0750OH140,000.0010,500.00Jumlah (2)237,750.00Jumlah (1) + (2)1,028,241.15C10.00Memasang 1 m pondasi batu belah; campuran 1 PC : 8 PPBahanBatu Belah 15/201.2000m431,200.00517,440.00Portland Cement (PC)91.0000kg1,820.00165,620.00Pasir Pasang (PP)0.5840m107,150.0062,575.60Jumlah (1)745,635.60TenagaPekerja1.5000OH90,000.00135,000.00Tukang Batu0.7500OH110,000.0082,500.00Kepala Tukang0.0750OH130,000.009,750.00Mandor0.0750OH140,000.0010,500.00Jumlah (2)237,750.00Jumlah (1) + (2)983,385.60C11.00Memasang 1 m batu kosong (anstamping), Batu Belah 15/20BahanBatu Belah 15/201.2000m431,200.00517,440.00Pasir Urug0.4320m100,800.0043,545.60Jumlah (1)560,985.60TenagaPekerja0.7800OH90,000.0070,200.00Tukang Batu0.3900OH110,000.0042,900.00Kepala Tukang0.0390OH130,000.005,070.00Mandor0.0390OH140,000.005,460.00Jumlah (2)123,630.00Jumlah (1) + (2)684,615.60C12.00Memasang 1 m batu kosong (anstamping), Batu GunungBahanBatu Gunung1.2000m392,000.00470,400.00Pasir Urug0.4320m100,800.0043,545.60Jumlah (1)513,945.60TenagaPekerja0.7800OH90,000.0070,200.00Tukang Batu0.3900OH110,000.0042,900.00Kepala Tukang0.0390OH130,000.005,070.00Mandor0.0390OH140,000.005,460.00Jumlah (2)123,630.00Jumlah (1) + (2)637,575.60C13.00Memasang 1 m pondasi siklop; 60% beton campuran 1 PC : 2 PB : 3 KR dan 40 % batu belahBahanBatu Belah 15/200.4800m431,200.00206,976.00Portland Cement (PC)194.0000kg1,820.00353,080.00Pasir Beton (PB)0.3120m107,150.0033,430.80Koral (Batu pecah )0.4680m595,833.33278,850.00Besi Beton126.0000m15,400.001,940,400.00Kawat Beton1.8000m22,000.0039,600.00Jumlah (1)2,852,336.80TenagaPekerja3.4000OH90,000.00306,000.00Tukang Batu0.8500OH110,000.0093,500.00Kepala Tukang0.0850OH130,000.0011,050.00Mandor0.1700OH140,000.0023,800.00Jumlah (2)434,350.00Jumlah (1) + (2)3,286,686.80

C14.00Memasang 1 m pondasi sumuran; diameter 100 cmBahanBatu Belah 15/200.4500m431,200.00194,040.00Portland Cement (PC)194.0000kg1,820.00353,080.00Pasir Beton (PB)0.3120m107,150.0033,430.80Koral (Batu pecah ukuran 5 mm - 40 mm)0.4680m595,833.33278,850.00Jumlah (1)859,400.80TenagaPekerja2.3800OH90,000.00214,200.00Tukang Batu0.3000OH110,000.0033,000.00Kepala Tukang0.0300OH130,000.003,900.00Mandor0.0800OH140,000.0011,200.00Jumlah (2)262,300.00Jumlah (1) + (2)1,121,700.80C15.00Memasang 1 m' tiang pancang (40x40) cm, beton bertulangBahanPasir Urug0.0190m100,800.001,915.20Pasir Beton (PB)0.0940m107,150.0010,072.10Koral (Batu pecah ukuran 5 mm - 40 mm)0.1500m595,833.3389,375.00Portland Cement (PC)60.5000kg1,820.00110,110.00Besi Beton45.0000kg15,400.00693,000.00Kawat Beton0.9000kg22,000.0019,800.00Kayu Kaso 5/70.0320m1,870,000.0059,840.00Paku0.1200kg21,650.002,598.00Minyak Bekisting0.0900lt10,600.00954.00Plamuur Tembok0.2400kg8,360.002,006.40Jumlah (1)989,670.70TenagaPekerja1.0000OH90,000.0090,000.00Tukang Batu0.6700OH110,000.0073,700.00Kepala Tukang0.0670OH130,000.008,710.00Mandor0.0500OH140,000.007,000.00Jumlah (2)179,410.00Jumlah (1) + (2)1,169,080.70C16.00Memasang 1 m' tiang pancang (35x35) cm, beton bertulangBahanPasir Urug0.0160m100,800.001,612.80Pasir Beton (PB)0.0800m107,150.008,572.00Koral (Batu pecah ukuran 5 mm - 40 mm)0.1250m595,833.3374,479.17Portland Cement (PC)49.0000kg1,820.0089,180.00Besi Beton34.5000kg15,400.00531,300.00Kawat Beton0.7000kg22,000.0015,400.00Kayu Kaso 5/70.0270m1,870,000.0050,490.00Paku0.1200kg21,650.002,598.00Minyak Bekisting0.0900lt10,600.00954.00Plamuur Tembok0.2000kg8,360.001,672.00Jumlah (1)776,257.97TenagaPekerja0.8000OH90,000.0072,000.00Tukang Batu0.5000OH110,000.0055,000.00Kepala Tukang0.0500OH130,000.006,500.00Mandor0.0400OH140,000.005,600.00Jumlah (2)139,100.00Jumlah (1) + (2)915,357.97C17.00Pemancangan Tiang Pancang Beton 25/25 per m'AlatDrop Hammer0.1300Jam250,000.0032,500.00Alat Bantu1.0000Ls56,100.0056,100.00Jumlah (1)88,600.00TenagaUpah Kerja 1.0000m'45,000.0045,000.00Jumlah (2)45,000.00Jumlah (1) + (2)133,600.00

D.PEKERJAAN DINDINGSNI 03-2837D1.00Memasang 1 m dinding bata merah (8x8x16) cm; tebal 1 bata; campuran 1 PC : 1 PPBahanBata Merah120.0000buah990.00118,800.00Portland Cement (PC)64.0300kg1,820.00116,534.60Pasir Pasang (PP)0.0590m107,150.006,321.85Jumlah (1)241,656.45168Tenaga59.5238095238Pekerja0.6500OH90,000.0058,500.00Tukang Batu0.2000OH110,000.0022,000.00180Kepala Tukang0.0200OH130,000.002,600.0055.5555555556Mandor0.0300OH140,000.004,200.00Jumlah (2)87,300.00Jumlah (1) + (2)328,956.45D2.00Memasang 1 m dinding bata merah (8x8x16) cm; tebal 1 bata; campuran 1 PC : 2 PPBahanBata Merah120.0000buah990.00118,800.00Portland Cement (PC)43.5000kg1,820.0079,170.00Pasir Pasang (PP)0.0800m107,150.008,572.00Jumlah (1)206,542.00TenagaPekerja0.6000OH90,000.0054,000.00Tukang Batu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0300OH140,000.004,200.00Jumlah (2)82,800.00Jumlah (1) + (2)289,342.00

D3.00Memasang 1 m dinding bata merah (8x8x16) cm; tebal 1 bata; campuran 1 PC : 3 PPBahanBata Merah120.0000buah990.00118,800.00Portland Cement (PC)32.9500kg1,820.0059,969.00Pasir Pasang (PP)0.0910m107,150.009,750.65Jumlah (1)188,519.65TenagaPekerja0.6000OH90,000.0054,000.00Tukang Batu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0300OH140,000.004,200.00Jumlah (2)82,800.00Jumlah (1) + (2)271,319.65D4.00Memasang 1 m dinding bata merah (8x8x16) cm; tebal 1 bata; campuran 1 PC : 4 PPBahanBata Merah120.0000buah990.00118,800.00Portland Cement (PC)26.5500kg1,820.0048,321.00Pasir Pasang (PP)0.0930m107,150.009,964.95Jumlah (1)177,085.95TenagaPekerja0.6000OH90,000.0054,000.00Tukang Batu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0300OH140,000.004,200.00Jumlah (2)82,800.00Jumlah (1) + (2)259,885.95D5.00Memasang 1 m dinding bata merah (8x8x16) cm; tebal 1 bata; campuran 1 PC : 5 PPBahanBata Merah120.0000buah990.00118,800.00Portland Cement (PC)22.2000kg1,820.0040,404.00Pasir Pasang (PP)0.1020m107,150.0010,929.30Jumlah (1)170,133.30TenagaPekerja0.6000OH90,000.0054,000.00Tukang Batu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0300OH140,000.004,200.00Jumlah (2)82,800.00Jumlah (1) + (2)252,933.30D6.00Memasang 1 m dinding bata merah (8x8x16) cm; tebal 1 bata; campuran 1 PC : 6 PPBahanBata Merah120.0000buah990.00118,800.00Portland Cement (PC)18.5000kg1,820.0033,670.00Pasir Pasang (PP)0.1220m107,150.0013,072.30Jumlah (1)165,542.30TenagaPekerja0.6000OH90,000.0054,000.00Tukang Batu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0300OH140,000.004,200.00Jumlah (2)82,800.00Jumlah (1) + (2)248,342.30D7.00Memasang 1 m dinding bata merah (8x8x16) cm; tebal bata; campuran 1 PC : 1 PPBahanBata Merah60.0000buah990.0059,400.00Portland Cement (PC)27.8000kg1,820.0050,596.00Pasir Pasang (PP)0.0280m107,150.003,000.20Jumlah (1)112,996.20TenagaPekerja0.3200OH90,000.0028,800.00Tukang Batu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0150OH140,000.002,100.00Jumlah (2)43,200.00Jumlah (1) + (2)156,196.20D8.00Memasang 1 m dinding bata merah (8x8x16) cm; tebal bata; campuran 1 PC : 2 PPBahanBata Merah60.0000buah990.0059,400.00Portland Cement (PC)18.9500kg1,820.0034,489.00Pasir Pasang (PP)0.0380m107,150.004,071.70Jumlah (1)97,960.70TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0150OH140,000.002,100.00Jumlah (2)41,400.00Jumlah (1) + (2)139,360.70

D9.00Memasang 1 m dinding bata merah (8x8x16) cm; tebal bata; campuran 1 PC : 3 PPBahanBata Merah60.0000buah990.0059,400.00Portland Cement (PC)14.3700kg1,820.0026,153.40Pasir Pasang (PP)0.0400m107,150.004,286.00Jumlah (1)89,839.40TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0150OH140,000.002,100.00Jumlah (2)41,400.00Jumlah (1) + (2)131,239.40D10.00Pas 1 m dinding bata merah (8x8x16) cm; bata; Spe 1 PC : 4 PPBahanBata Merah60.0000buah990.0059,400.00Portland Cement (PC)11.5000kg1,820.0020,930.00Pasir Pasang (PP)0.0430m107,150.004,607.45Jumlah (1)84,937.45TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0150OH140,000.002,100.00Jumlah (2)41,400.00Jumlah (1) + (2)126,337.45D11.00Memasang 1 m dinding bata merah (8x8x16) cm; tebal bata; campuran 1 PC : 5 PPBahanBata Merah60.0000buah990.0059,400.00Portland Cement (PC)9.6800kg1,820.0017,617.60Pasir Pasang (PP)0.0450m107,150.004,821.75Jumlah (1)81,839.35TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0150OH140,000.002,100.00Jumlah (2)41,400.00Jumlah (1) + (2)123,239.35D12.00Memasang 1 m dinding bata merah (8x8x16) cm; tebal bata; campuran 1 PC : 6 PPBahanBata Merah60.0000buah990.0059,400.00Portland Cement (PC)8.3200kg1,820.0015,142.40Pasir Pasang (PP)0.0490m107,150.005,250.35Jumlah (1)79,792.75TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0150OH140,000.002,100.00Jumlah (2)41,400.00Jumlah (1) + (2)121,192.75D13.00Memasang 1 m dinding bata merah (8x8x16) cm; tebal bata; campuran 1 PC : 8 PPBahanBata Merah60.0000buah990.0059,400.00Portland Cement (PC)6.5000kg1,820.0011,830.00Pasir Pasang (PP)0.0500m107,150.005,357.50Jumlah (1)76,587.50TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0150OH140,000.002,100.00Jumlah (2)41,400.00Jumlah (1) + (2)117,987.50ERROR:#REF!Memasang 1 m dinding Concreat Block 20BahanConcret Block (CB) 20 / Batako12.5000buahERROR:#REF!ERROR:#REF!Portland Cement (PC)14.0500kgERROR:#REF!ERROR:#REF!Pasir Beton0.0040mERROR:#REF!ERROR:#REF!Pasir Pasang (PP)0.0420mERROR:#REF!ERROR:#REF!Besi Angkur 8 mm3.8700kgERROR:#REF!ERROR:#REF!Paku biasa 2" - 5'0.0060kgERROR:#REF!ERROR:#REF!Kayu Terentang0.0010mERROR:#REF!ERROR:#REF!Kawat Beton0.0300kgERROR:#REF!ERROR:#REF!Koral Beton0.0050mERROR:#REF!ERROR:#REF!Jumlah (1)ERROR:#REF!TenagaPekerja0.3700OHERROR:#REF!ERROR:#REF!Tukang Batu0.1570OHERROR:#REF!ERROR:#REF!Tukang Besi0.0070OHERROR:#REF!ERROR:#REF!Kepala Tukang0.0164OHERROR:#REF!ERROR:#REF!Mandor0.0185OHERROR:#REF!ERROR:#REF!Jumlah (2)ERROR:#REF!Jumlah (1) + (2)ERROR:#REF!ERROR:#REF!Memasang 1 m dinding Concreat Block15BahanConcret Block (CB) 15 / Batako12.5000buahERROR:#REF!ERROR:#REF!Portland Cement (PC)10.4600kgERROR:#REF!ERROR:#REF!Pasir Beton0.0030mERROR:#REF!ERROR:#REF!Pasir Pasang (PP)0.0320mERROR:#REF!ERROR:#REF!Besi Angkur 8 mm0.8700kgERROR:#REF!ERROR:#REF!Paku biasa 2" - 5'0.0040kgERROR:#REF!ERROR:#REF!Kayu Terentang0.0010mERROR:#REF!ERROR:#REF!Kawat Beton0.0200kgERROR:#REF!ERROR:#REF!Koral Beton0.0040mERROR:#REF!ERROR:#REF!Jumlah (1)ERROR:#REF!TenagaPekerja0.3400OHERROR:#REF!ERROR:#REF!Tukang Batu0.1300OHERROR:#REF!ERROR:#REF!Tukang Besi0.0070OHERROR:#REF!ERROR:#REF!Kepala Tukang0.0137OHERROR:#REF!ERROR:#REF!Mandor0.0170OHERROR:#REF!ERROR:#REF!Jumlah (2)ERROR:#REF!Jumlah (1) + (2)ERROR:#REF!ERROR:#REF!Memasang 1 m dinding Concreat Block 10BahanConcret Block (CB) 10 / Batako12.5000buahERROR:#REF!ERROR:#REF!Portland Cement (PC)7.2000kgERROR:#REF!ERROR:#REF!Pasir Beton0.0020mERROR:#REF!ERROR:#REF!Pasir Pasang (PP)0.0210mERROR:#REF!ERROR:#REF!Besi Angkur 8 mm2.5400kgERROR:#REF!ERROR:#REF!Paku biasa 2" - 5'0.0030kgERROR:#REF!ERROR:#REF!Kayu Terentang0.0010mERROR:#REF!ERROR:#REF!Kawat Beton0.0150kgERROR:#REF!ERROR:#REF!Koral Beton0.0030mERROR:#REF!ERROR:#REF!Jumlah (1)ERROR:#REF!TenagaPekerja0.3400OHERROR:#REF!ERROR:#REF!Tukang Batu0.1070OHERROR:#REF!ERROR:#REF!Tukang Besi0.0070OHERROR:#REF!ERROR:#REF!Kepala Tukang0.0114OHERROR:#REF!ERROR:#REF!Mandor0.0170OHERROR:#REF!ERROR:#REF!Jumlah (2)ERROR:#REF!Jumlah (1) + (2)ERROR:#REF!D14.00Memasang 1 m dinding terawang (roster) uk. (12x11x24) cm; campuran spesi 1 PC : 3 PPBahanBata Terawang / Roster30.0000buah10,000.00300,000.00Portland Cement (PC)14.0000kg1,820.0025,480.00Pasir Pasang (PP)0.0320m107,150.003,428.80Jumlah (1)328,908.80TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0150OH140,000.002,100.00Jumlah (2)41,400.00Jumlah (1) + (2)370,308.80

D15.00Memasang 1 m dinding terawang (roster) uk. (12x11x24) cm; campuran spesi 1 PC : 4 PPBahanBata Terawang / Roster30.0000buah10,000.00300,000.00Portland Cement (PC)11.0000kg1,820.0020,020.00Pasir Pasang (PP)0.0350m107,150.003,750.25Jumlah (1)323,770.25TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0150OH140,000.002,100.00Jumlah (2)41,400.00Jumlah (1) + (2)365,170.25D16.00Memasang 1 m dinding bata berongga ekspose uk. (5x11x24) cm; campuran spesi 1 PC : 3 PPBahanBata Terawang / Roster70.0000buah10,000.00700,000.00Portland Cement (PC)14.0000kg1,820.0025,480.00Pasir Pasang (PP)0.0320m107,150.003,428.80Jumlah (1)728,908.80TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1500OH110,000.0016,500.00Kepala Tukang0.0150OH130,000.001,950.00Mandor0.0150OH140,000.002,100.00Jumlah (2)47,550.00Jumlah (1) + (2)776,458.80

E.PEKERJAAN PLESTERANSNI 03-2837E+1.00Memasang 1 m plesteran 1 PC : 1 PP; tebal 15 mmBahanPortland Cement (PC)15.5040kg1,820.0028,217.28Pasir Pasang (PP)0.0160m107,150.001,714.40Jumlah (1)29,931.68TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1500OH110,000.0016,500.00Kepala Tukang0.0150OH130,000.001,950.00Mandor0.0150OH140,000.002,100.00Jumlah (2)47,550.00Jumlah (1) + (2)77,481.68E+2.00Memasang 1 m plesteran 1 PC : 2 PP; tebal 15 mmBahanPortland Cement (PC)10.2240kg1,820.0018,607.68Pasir Pasang (PP)0.0200m107,150.002,143.00Jumlah (1)20,750.68TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1500OH110,000.0016,500.00Kepala Tukang0.0150OH130,000.001,950.00Mandor0.0150OH140,000.002,100.00Jumlah (2)47,550.00Jumlah (1) + (2)68,300.68E+3.00Memasang 1 m plesteran 1 PC : 3 PP; tebal 15 mmBahanPortland Cement (PC)7.7760kg1,820.0014,152.32Pasir Pasang (PP)0.0230m107,150.002,464.45Jumlah (1)16,616.77TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1500OH110,000.0016,500.00Kepala Tukang0.0150OH130,000.001,950.00Mandor0.0150OH140,000.002,100.00Jumlah (2)47,550.00Jumlah (1) + (2)64,166.77E+4.00Memasang 1 m plesteran 1 PC : 4 PP; tebal 15 mmBahanPortland Cement (PC)6.2400kg1,820.0011,356.80Pasir Pasang (PP)0.0240m107,150.002,571.60Jumlah (1)13,928.40TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1500OH110,000.0016,500.00Kepala Tukang0.0150OH130,000.001,950.00Mandor0.0150OH140,000.002,100.00Jumlah (2)47,550.00Jumlah (1) + (2)61,478.40E+5.00Memasang 1 m plesteran 1 PC : 5 PP; tebal 15 mmBahanPortland Cement (PC)5.1840kg1,820.009,434.88Pasir Pasang (PP)0.0260m107,150.002,785.90Jumlah (1)12,220.78

TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1500OH110,000.0016,500.00Kepala Tukang0.0150OH130,000.001,950.00Mandor0.0100OH140,000.001,400.00Jumlah (2)46,850.00Jumlah (1) + (2)59,070.78E+6.00Memasang 1 m plesteran 1 PC : 6 PP; tebal 15 mmBahanPortland Cement (PC)4.4160kg1,820.008,037.12Pasir Pasang (PP)0.0270m107,150.002,893.05Jumlah (1)10,930.17TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1500OH110,000.0016,500.00Kepala Tukang0.0150OH130,000.001,950.00Mandor0.0150OH140,000.002,100.00Jumlah (2)47,550.00Jumlah (1) + (2)58,480.17E+7.00Memasang 1 m plesteran 1 PC : 7 PP; tebal 15 mmBahanPortland Cement (PC)3.9360kg1,820.007,163.52Pasir Pasang (PP)0.0280m107,150.003,000.20Jumlah (1)10,163.72TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1500OH110,000.0016,500.00Kepala Tukang0.0150OH130,000.001,950.00Mandor0.0150OH140,000.002,100.00Jumlah (2)47,550.00Jumlah (1) + (2)57,713.72E+8.00Memasang 1 m plesteran 1 PC : 8 PP; tebal 15 mmBahanPortland Cement (PC)3.4560kg1,820.006,289.92Pasir Pasang (PP)0.0290m107,150.003,107.35Jumlah (1)9,397.27TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1500OH110,000.0016,500.00Kepala Tukang0.0150OH130,000.001,950.00Mandor0.0150OH140,000.002,100.00Jumlah (2)47,550.00Jumlah (1) + (2)56,947.27E+9.00Memasang 1 m plesteran 1 PC : 2 PP; tebal 20 mmBahanPortland Cement (PC)13.6320kg1,820.0024,810.24Pasir Pasang (PP)0.0270m107,150.002,893.05Jumlah (1)27,703.29TenagaPekerja0.4000OH90,000.0036,000.00Tukang Batu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0220OH140,000.003,080.00Jumlah (2)63,680.00Jumlah (1) + (2)91,383.29E+10.00Memasang 1 m plesteran 1 PC : 3 PP; tebal 20 mmBahanPortland Cement (PC)10.3680kg1,820.0018,869.76Pasir Pasang (PP)0.0310m107,150.003,321.65Jumlah (1)22,191.41TenagaPekerja0.2600OH90,000.0023,400.00Tukang Batu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0220OH140,000.003,080.00Jumlah (2)51,080.00Jumlah (1) + (2)73,271.41E+11.00Memasang 1 m plesteran 1 PC : 4 PP; tebal 20 mmBahanPortland Cement (PC)8.3200kg1,820.0015,142.40Pasir Pasang (PP)0.0320m107,150.003,428.80Jumlah (1)18,571.20TenagaPekerja0.4000OH90,000.0036,000.00Tukang Batu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.2200OH140,000.0030,800.00Jumlah (2)91,400.00Jumlah (1) + (2)109,971.20E+12.00Memasang 1 m plesteran 1 PC : 5 PP; tebal 20 mmBahanPortland Cement (PC)6.9120kg1,820.0012,579.84Pasir Pasang (PP)0.0350m107,150.003,750.25Jumlah (1)16,330.09TenagaPekerja0.4000OH90,000.0036,000.00Tukang Batu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0220OH140,000.003,080.00Jumlah (2)63,680.00Jumlah (1) + (2)80,010.09

E+13.00Memasang 1 m plesteran 1 PC : 6 PP; tebal 20 mmBahanPortland Cement (PC)5.8880kg1,820.0010,716.16Pasir Pasang (PP)0.0360m107,150.003,857.40Jumlah (1)14,573.56TenagaPekerja0.4000OH90,000.0036,000.00Tukang Batu0.2000OH110,000.0022,000.00Kepala Tukang0.0220OH130,000.002,860.00Mandor0.0220OH140,000.003,080.000.44Jumlah (2)63,940.00Jumlah (1) + (2)78,513.56E+14.00Memasang 1 m plesteran 1 PC : 2 PP; tebal 25 mmBahanPortland Cement (PC)15.5000kg1,820.0028,210.000.0176Pasir Pasang (PP)0.0130m107,150.001,392.95Jumlah (1)29,602.95TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0130OH140,000.001,820.00Jumlah (2)53,420.00Jumlah (1) + (2)83,022.95E+15.00Memasang 1 m plesteran 1 PC : 3 PP; tebal 25 mmBahanPortland Cement (PC)11.7500kg1,820.0021,385.00Pasir Pasang (PP)0.0350m107,150.003,750.25Jumlah (1)25,135.25TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1500OH110,000.0016,500.00Kepala Tukang0.0150OH130,000.001,950.00Mandor0.0130OH140,000.001,820.00Jumlah (2)47,270.00Jumlah (1) + (2)72,405.25E+16.00Memasang 1 m plesteran 1 PC : 4 PP; tebal 25 mmBahanPortland Cement (PC)9.4800kg1,820.0017,253.60Pasir Pasang (PP)0.0380m107,150.004,071.70Jumlah (1)21,325.30TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0130OH140,000.001,820.00Jumlah (2)53,420.00Jumlah (1) + (2)74,745.30E+17.00Memasang 1 m plesteran 1 PC : 5 PP; tebal 25 mmBahanPortland Cement (PC)7.9400kg1,820.0014,450.80Pasir Pasang (PP)0.0390m107,150.004,178.85Jumlah (1)18,629.65TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0130OH140,000.001,820.00Jumlah (2)53,420.00Jumlah (1) + (2)72,049.65E+18.00Memasang 1 m plesteran 1 PC : 2 PP; tebal 30 mmBahanPortland Cement (PC)18.6500kg1,820.0033,943.00Pasir Pasang (PP)0.0350m107,150.003,750.25Jumlah (1)37,693.25TenagaPekerja0.3200OH90,000.0028,800.00Tukang Batu0.2500OH110,000.0027,500.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0150OH140,000.002,100.00Jumlah (2)61,650.00Jumlah (1) + (2)99,343.25

E+19.00Memasang 1 m plesteran 1 PC : 3 PP; tebal 30 mmBahanPortland Cement (PC)14.1500kg1,820.0025,753.00Pasir Pasang (PP)0.0390m107,150.004,178.85Jumlah (1)29,931.85TenagaPekerja0.3200OH90,000.0028,800.00Tukang Batu0.2500OH110,000.0027,500.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0150OH140,000.002,100.00Jumlah (2)61,650.00Jumlah (1) + (2)91,581.85E+20.00Memasang 1 m plesteran 1 PC : 4 PP; tebal 30 mmBahanPortland Cement (PC)11.3800kg1,820.0020,711.60Pasir Pasang (PP)0.0420m107,150.004,500.30Jumlah (1)25,211.90TenagaPekerja0.3200OH90,000.0028,800.00Tukang Batu0.2500OH110,000.0027,500.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0150OH140,000.002,100.00Jumlah (2)61,650.00Jumlah (1) + (2)86,861.90E+21.00Memasang 1 m plesteran 1 PC : 5 PP; tebal 30 mmBahanPortland Cement (PC)8.1900kg1,820.0014,905.80Pasir Pasang (PP)0.0450m107,150.004,821.75Jumlah (1)19,727.55TenagaPekerja0.3200OH90,000.0028,800.00Tukang Batu0.2500OH110,000.0027,500.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0150OH140,000.002,100.00Jumlah (2)61,650.00Jumlah (1) + (2)81,377.55E+22.00Memasang 1 m berapen 1 PC : 3 PP; tebal 30 mmBahanPortland Cement (PC)7.0700kg1,820.0012,867.40Pasir Pasang (PP)0.0210m107,150.002,250.15Jumlah (1)15,117.55TenagaPekerja0.1500OH90,000.0013,500.00Tukang Batu0.0700OH110,000.007,700.00Kepala Tukang0.0070OH130,000.00910.00Mandor0.0080OH140,000.001,120.00Jumlah (2)23,230.00Jumlah (1) + (2)38,347.55E+23.00Memasang 1 m berapen 1 PC : 5 PP; tebal 30 mmBahanPortland Cement (PC)5.1840kg1,820.009,434.88Pasir Pasang (PP)0.0260m107,150.002,785.90Jumlah (1)12,220.78TenagaPekerja0.1500OH90,000.0013,500.00Tukang Batu0.0700OH110,000.007,700.00Kepala Tukang0.0070OH130,000.00910.00Mandor0.0080OH140,000.001,120.00Jumlah (2)23,230.00Jumlah (1) + (2)35,450.78E+24.00Memasang 1 m plesteran beton 1 PC : 2 PP; tebal 15 mmBahanPortland Cement (PC)9.3000kg1,820.0016,926.00Pasir Pasang (PP)0.0180m107,150.001,928.70Jumlah (1)18,854.70TenagaPekerja0.2600OH90,000.0023,400.00Tukang Batu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0130OH140,000.001,820.00Jumlah (2)49,820.00Jumlah (1) + (2)68,674.70E+25.00Memasang 1 m plesteran beton 1 PC : 3 PP; tebal 15 mmBahanPortland Cement (PC)7.0700kg1,820.0012,867.40Pasir Pasang (PP)0.0210m107,150.002,250.15Jumlah (1)15,117.55TenagaPekerja0.2600OH90,000.0023,400.00Tukang Batu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0130OH140,000.001,820.00Jumlah (2)49,820.00Jumlah (1) + (2)64,937.55

E+26.00Memasang 1 m' plesteran skoning 1 PC : 2 PP; lebar 10 mmBahanPortland Cement (PC)0.5000kg1,820.00910.00Pasir Pasang (PP)0.0130m107,150.001,392.95Jumlah (1)2,302.95TenagaPekerja0.0800OH90,000.007,200.00Tukang Batu0.4000OH110,000.0044,000.00Kepala Tukang0.0400OH130,000.005,200.00Mandor0.0040OH140,000.00560.00Jumlah (2)56,960.00Jumlah (1) + (2)59,262.95E+27.00Memasang 1 m plesteran ciprat 1 PC : 2 PP; lebar 10 mmBahanPortland Cement (PC)4.3200kg1,820.007,862.40Pasir Pasang (PP)0.0060m107,150.00642.90Jumlah (1)8,505.30TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0150OH140,000.002,100.00Jumlah (2)41,400.00Jumlah (1) + (2)49,905.30E+28.00Memasang 1 m finishing siar pasangan dinding bata merah (=20 m')BahanPortland Cement (PC)3.1080kg1,820.005,656.56Jumlah (1)5,656.56TenagaPekerja0.1500OH90,000.0013,500.00Tukang Batu0.0750OH110,000.008,250.00Kepala Tukang0.0080OH130,000.001,040.00Mandor0.0080OH140,000.001,120.00Jumlah (2)23,910.00Jumlah (1) + (2)29,566.56E+29.00Memasang 1 m finishing siar pasangan dinding conblock ekspose (=8 m')BahanPortland Cement (PC)1.6000kg1,820.002,912.00Jumlah (1)2,912.00TenagaPekerja0.0700OH90,000.006,300.00Tukang Batu0.0350OH110,000.003,850.00Kepala Tukang0.0040OH130,000.00520.00Mandor0.0040OH140,000.00560.00Jumlah (2)11,230.00Jumlah (1) + (2)14,142.00E+30.00Memasang 1 m finishing siar pasangan batu kali adukan 1 PC : 2 PPBahanPortland Cement (PC)6.3400kg1,820.0011,538.80Pasir Pasang (PP)0.0120m107,150.001,285.80Jumlah (1)12,824.60TenagaPekerja0.3000OH90,000.0027,000.00Tukang Batu0.1500OH110,000.0016,500.00Kepala Tukang0.0150OH130,000.001,950.00Mandor0.0150OH140,000.002,100.00Jumlah (2)47,550.00Jumlah (1) + (2)60,374.60E+31.00Memasang 1 m acianBahanPortland Cement (PC)3.2500kg1,820.005,915.00Jumlah (1)5,915.00TenagaPekerja0.1500OH90,000.0013,500.00Tukang Batu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0100OH140,000.001,400.00Jumlah (2)27,200.00Jumlah (1) + (2)33,115.00E+32.00Memasang 1 m' Benangan sudutBahanPortland Cement (PC)0.0040Zak72,800.00291.20Pasir Pasang (PP)0.0130m3107,150.001,392.95Jumlah (1)1,684.15TenagaPekerja0.0300OH90,000.002,700.00Tukang Batu0.0700OH110,000.007,700.00Kepala Tukang0.0070OH130,000.00910.00Mandor0.0080OH140,000.001,120.00Jumlah (2)12,430.00Jumlah (1) + (2)14,114.15

F.PEKERJAAN KAYUSNI 03-3434F1.00Membuat dan memasang 1 m kusen pintu dan kusen jendela; Kayu Lembasung/ KapurBahanBalok Lembasung/ Kapur1.1000m1,870,000.002,057,000.00Paku 10 cm1.2500kg21,650.0027,062.50Lem Kayu1.0000kg28,000.0028,000.00Jumlah (1)2,112,062.50TenagaPekerja7.0000OH90,000.00630,000.00Tukang Kayu21.0000OH110,000.002,310,000.00Kepala Tukang2.1000OH130,000.00273,000.00Mandor0.3500OH140,000.0049,000.00Jumlah (2)3,262,000.00Jumlah (1) + (2)5,374,062.50F2.00Membuat dan memasang 1 m kusen pintu dan kusen jendela; Kayu Kayu Meranti BahanBalok Kayu Meranti / Kayu Kelas II1.2000m1,870,000.002,244,000.00Paku 10 cm1.2500kg21,650.0027,062.50Lem Kayu1.0000kg28,000.0028,000.00Jumlah (1)2,299,062.50TenagaPekerja6.0000OH90,000.00540,000.00Tukang Kayu18.0000OH110,000.001,980,000.00Kepala Tukang1.8000OH130,000.00234,000.00Mandor0.3000OH140,000.0042,000.00Jumlah (2)2,796,000.00Jumlah (1) + (2)5,095,062.50F3.00Membuat dan memasang 1 m pintu klamp sederhana; Kayu Lembasung/ KapurBahanPapan Kayu Lembasung/ kapur0.0400m1,870,000.0074,800.00Paku 5 cm - 7 cm0.0500kg21,650.001,082.50Jumlah (1)75,882.50TenagaPekerja0.3500OH90,000.0031,500.00Tukang Kayu1.0500OH110,000.00115,500.00Kepala Tukang0.1050OH130,000.0013,650.00Mandor0.0180OH140,000.002,520.00Jumlah (2)163,170.00Jumlah (1) + (2)239,052.50F4.00Membuat dan memasang 1 m pintu klamp sederhana; Kayu MerantiBahanPapan Kayu Meranti0.0400m1,870,000.0074,800.00Paku 5 cm - 7 cm0.0500kg21,650.001,082.50Jumlah (1)75,882.50TenagaPekerja0.3500OH90,000.0031,500.00Tukang Kayu1.0500OH110,000.00115,500.00Kepala Tukang0.1050OH130,000.0013,650.00Mandor0.0180OH140,000.002,520.00Jumlah (2)163,170.00Jumlah (1) + (2)239,052.50F5.00Membuat dan memasang 1 m daun pintu panel; Kayu Lembasung/ KapurBahanPapan Kayu Lembasung/ kapur0.0400m1,870,000.0074,800.00Lem Kayu0.5000kg28,000.0014,000.00Jumlah (1)88,800.00TenagaPekerja1.0000OH90,000.0090,000.00Tukang Kayu3.0000OH110,000.00330,000.00Kepala Tukang0.3000OH130,000.0039,000.00Mandor0.0500OH140,000.007,000.00Jumlah (2)466,000.00Jumlah (1) + (2)554,800.00F6.00Membuat dan memasang 1 m daun pintu panel; Kayu MerantiBahanPapan Kayu Meranti0.0400m1,870,000.0074,800.00Lem Kayu0.5000kg28,000.0014,000.00Jumlah (1)88,800.00TenagaPekerja1.0000OH90,000.0090,000.00Tukang Kayu3.0000OH110,000.00330,000.00Kepala Tukang0.3000OH130,000.0039,000.00Mandor0.0500OH140,000.007,000.00Jumlah (2)466,000.00Jumlah (1) + (2)554,800.00F7.00Membuat dan memasang 1 m pintu dan jendela kaca; Kayu Lembasung/ KapurBahanPapan Kayu Lembasung/ Kapur0.0240m1,870,000.0044,880.00Lem Kayu0.3000kg28,000.008,400.00Jumlah (1)53,280.00TenagaPekerja0.8000OH90,000.0072,000.00Tukang Kayu2.4000OH110,000.00264,000.00Kepala Tukang0.2400OH130,000.0031,200.00Mandor0.0400OH140,000.005,600.00Jumlah (2)372,800.00Jumlah (1) + (2)426,080.00F8.00Membuat dan memasang 1 m pintu dan jendela kaca; Kayu MerantiBahanPapan Kayu Meranti0.0240m1,870,000.0044,880.00Lem Kayu0.3000kg28,000.008,400.00Jumlah (1)53,280.00TenagaPekerja0.8000OH90,000.0072,000.00Tukang Kayu2.4000OH110,000.00264,000.00Kepala Tukang0.2400OH130,000.0031,200.00Mandor0.0400OH140,000.005,600.00Jumlah (2)372,800.00Jumlah (1) + (2)426,080.00F9.00Membuat dan memasang 1 m pintu dan jendela jalusi; Lembasung/ KapurBahanPapan Kayu Lembasung/ Kapur0.0640m1,870,000.00119,680.00Lem Kayu0.5000kg28,000.0014,000.00Jumlah (1)133,680.00TenagaPekerja1.0000OH90,000.0090,000.00Tukang Kayu3.0000OH110,000.00330,000.00Kepala Tukang0.3000OH130,000.0039,000.00Mandor0.0500OH140,000.007,000.00Jumlah (2)466,000.00Jumlah (1) + (2)599,680.00F10.00Membuat dan memasang 1 m pintu dan jendela jalusi; Kayu MerantiBahanPapan Kayu Meranti0.0640m1,870,000.00119,680.00Lem Kayu0.5000kg28,000.0014,000.00Jumlah (1)133,680.00TenagaPekerja1.0000OH90,000.0090,000.00Tukang Kayu3.0000OH110,000.00330,000.00Kepala Tukang0.3000OH130,000.0039,000.00Mandor0.0500OH140,000.007,000.00Jumlah (2)466,000.00Jumlah (1) + (2)599,680.00F11.00Membuat dan memasang 1 m daun pintu kayu lapis (plywood); rangka tertutup Kayu KapurBahanPapan Kayu Kapur0.0250m1,870,000.0046,750.00Paku 1 cm - 2,5 cm0.0300kg21,650.00649.50Lem Kayu0.5000kg28,000.0014,000.00Plywood tbl. 9 mm; uk. (90 x 220) cm1.0000lembar154,000.00154,000.00Jumlah (1)215,399.50TenagaPekerja0.7000OH90,000.0063,000.00Tukang Kayu2.1000OH110,000.00231,000.00Kepala Tukang0.2100OH130,000.0027,300.00Mandor0.0350OH140,000.004,900.00Jumlah (2)326,200.00Jumlah (1) + (2)541,599.50F12.00Membuat dan memasang 1 m pintu plywood rangkap; rangka ekspose Kayu KapurBahanPapan Kayu Kapur0.0256m1,870,000.0047,872.00Paku 1 cm - 2,5 cm0.0300kg21,650.00649.50Lem Kayu0.5000kg28,000.0014,000.00Plywood tbl. 9 mm; uk. (90 x 220) cm1.0000lembar154,000.00154,000.00Jumlah (1)216,521.50TenagaPekerja0.8000OH90,000.0072,000.00Tukang Kayu2.4000OH110,000.00264,000.00Kepala Tukang0.2400OH130,000.0031,200.00Mandor0.0400OH140,000.005,600.00Jumlah (2)372,800.00Jumlah (1) + (2)589,321.50F13.00Membuat dan memasang 1 m jalusi kusen; Kayu Kapur/ LembasungBahanPapan Kayu Kapur/ Lembasung0.0600m1,870,000.00112,200.00Paku 1 cm - 2,5 cm0.1500kg21,650.003,247.50Jumlah (1)115,447.50TenagaPekerja0.6700OH90,000.0060,300.00Tukang Kayu2.0000OH110,000.00220,000.00Kepala Tukang0.2000OH130,000.0026,000.00Mandor0.3350OH140,000.0046,900.00Jumlah (2)353,200.00Jumlah (1) + (2)468,647.50F14.00Membuat dan memasang 1 m jalusi kusen; Kayu MerantiBahanPapan Kayu Meranti0.0600m1,870,000.00112,200.00Paku 1 cm - 2,5 cm0.1500kg21,650.003,247.50Jumlah (1)115,447.50

TenagaPekerja0.6700OH90,000.0060,300.00Tukang Kayu2.0000OH110,000.00220,000.00Kepala Tukang0.2000OH130,000.0026,000.00Mandor0.3350OH140,000.0046,900.00Jumlah (2)353,200.00Jumlah (1) + (2)468,647.50F15.00Membuat dan memasang 1 m pintu teakwood rangkap; rangka ekspose Kayu KapurBahanPapan Kayu Kapur0.0250m1,870,000.0046,750.00Paku 1 cm - 2,5 cm0.0300kg21,650.00649.50Lem Kayu0.3000kg28,000.008,400.00Teakwood tbl. 4 mm; uk. (90 x 220) cm1.0000lembar68,200.0068,200.00Jumlah (1)123,999.50TenagaPekerja0.8000OH90,000.0072,000.00Tukang Kayu2.4000OH110,000.00264,000.00Kepala Tukang0.0400OH130,000.005,200.00Mandor0.0400OH140,000.005,600.00Jumlah (2)346,800.00Jumlah (1) + (2)470,799.50F16.00Membuat dan memasang 1 m pintu teakwood rangkap lapis formika; rgk. ekspose Ky. MerantiBahanPapan Kayu Meranti0.0250m1,870,000.0046,750.00Paku 1 cm - 2,5 cm0.0300kg21,650.00649.50Lem Kayu0.8000kg28,000.0022,400.00Teakwood tbl. 4 mm; uk. (90 x 220) cm1.0000lembar68,200.0068,200.00Formika0.5000lembarERROR:#REF!ERROR:#REF!Jumlah (1)ERROR:#REF!TenagaPekerja0.8500OH90,000.0076,500.00Tukang Kayu2.5500OH110,000.00280,500.00Kepala Tukang0.2550OH130,000.0033,150.00Mandor0.0430OH140,000.006,020.00Jumlah (2)396,170.00Jumlah (1) + (2)ERROR:#REF!F17.00Membuat dan memasang 1 m konstruksi kuda kuda konvensional; Kayu Kapur/ LembasungBahanBalok Kayu Kapur/ Lembasung1.1000m1,870,000.002,057,000.00Besi Strip 5 mm15.0000kg24,600.00369,000.00Paku 12 cm5.6000kg21,650.00121,240.00Jumlah (1)2,547,240.00TenagaPekerja4.0000OH90,000.00360,000.00Tukang Kayu12.0000OH110,000.001,320,000.00Kepala Tukang1.2000OH130,000.00156,000.00Mandor0.2000OH140,000.0028,000.00Jumlah (2)1,864,000.00Jumlah (1) + (2)4,411,240.00F18.00Membuat dan memasang 1 m konstruksi kuda kuda konvensional; Kayu MerantiBahanBalok Kayu Meranti1.1000m1,870,000.002,057,000.00Besi Strip 5 mm15.0000kg24,600.00369,000.00Paku 12 cm5.6000kg21,650.00121,240.00Jumlah (1)2,547,240.00TenagaPekerja4.0000OH90,000.00360,000.00Tukang Kayu12.0000OH110,000.001,320,000.00Kepala Tukang1.2000OH130,000.00156,000.00Mandor0.2000OH140,000.0028,000.00Jumlah (2)1,864,000.00Jumlah (1) + (2)4,411,240.00F19.00Membuat dan memasang 1 m konstruksi kuda kuda ekspose; Kayu Kapur/ LembasungBahanBalok Kayu Kapur/ Lembasung1.2000m1,870,000.002,244,000.00Besi Strip 5 mm15.0000kg24,600.00369,000.00Paku 12 cm5.6000kg21,650.00121,240.00Jumlah (1)2,734,240.00TenagaPekerja6.7000OH90,000.00603,000.00Tukang Kayu20.1000OH110,000.002,211,000.00Kepala Tukang2.0100OH130,000.00261,300.00Mandor0.3350OH140,000.0046,900.00Jumlah (2)3,122,200.00Jumlah (1) + (2)5,856,440.00

F20.00Membuat dan memasang 1 m konstruksi kuda kuda ekspose; Kayu MerantiBahanBalok Kayu Meranti1.2000m1,870,000.002,244,000.00Besi Strip 5 mm15.0000kg24,600.00369,000.00Paku 12 cm5.6000kg21,650.00121,240.00Jumlah (1)2,734,240.00TenagaPekerja6.7000OH90,000.00603,000.00Tukang Kayu20.1000OH110,000.002,211,000.00Kepala Tukang2.0100OH130,000.00261,300.00Mandor0.3350OH140,000.0046,900.00Jumlah (2)3,122,200.00Jumlah (1) + (2)5,856,440.00F21.00Membuat dan memasang 1 m konstruksi gording; Kayu Kapur/ LembasungBahanBalok Kayu Kapur/ Lembasung1.1000m1,870,000.002,057,000.00Besi Strip 5 mm15.0000kg24,600.00369,000.00Paku 12 cm3.0000kg21,650.0064,950.00Jumlah (1)2,490,950.00TenagaPekerja2.4000OH90,000.00216,000.00Tukang Kayu7.2000OH110,000.00792,000.00Kepala Tukang0.7200OH130,000.0093,600.00Mandor0.1200OH140,000.0016,800.00Jumlah (2)1,118,400.00Jumlah (1) + (2)3,609,350.00F22.00Membuat dan memasang 1 m konstruksi gording; Kayu MerantiBahanBalok Kayu Meranti1.1000m1,870,000.002,057,000.00Besi Strip 5 mm15.0000kg24,600.00369,000.00Paku 12 cm3.0000kg21,650.0064,950.00Jumlah (1)2,490,950.00TenagaPekerja2.4000OH90,000.00216,000.00Tukang Kayu7.2000OH110,000.00792,000.00Kepala Tukang0.7200OH130,000.0093,600.00Mandor0.1200OH140,000.0016,800.00Jumlah (2)1,118,400.00Jumlah (1) + (2)3,609,350.00F23.00Membuat dan memasang 1 m rangka atap genteng kodok; Kayu Kapur/ LembasungBahanKaso-kaso (5 x 7) cm0.0120m1,870,000.0022,440.00Reng (2 x 3) cm0.0036m1,870,000.006,732.00Paku 5 cm & 10 cm0.2500kg21,650.005,412.50Jumlah (1)34,584.50TenagaPekerja0.1000OH90,000.009,000.00Tukang Kayu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0050OH140,000.00700.00Jumlah (2)22,000.00Jumlah (1) + (2)56,584.50F24.00Membuat dan memasang 1 m rangka atap genteng kodok; Kayu MerantiBahanKaso-kaso (5 x 7) cm0.0120m1,870,000.0022,440.00Reng (2 x 3) cm0.0036m1,870,000.006,732.00Paku 5 cm & 10 cm0.2500kg21,650.005,412.50Jumlah (1)34,584.50TenagaPekerja0.1000OH90,000.009,000.00Tukang Kayu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0050OH140,000.00700.00Jumlah (2)22,000.00Jumlah (1) + (2)56,584.50F25.00Membuat dan memasang 1 m rangka atap genteng keramik; Kayu Kapur/ LembasungBahanKaso-kaso (5 x 7) cm0.0140m1,870,000.0026,180.00Reng (2 x 3) cm0.0036m1,870,000.006,732.00Paku 5 cm & 10 cm0.2500kg21,650.005,412.50Jumlah (1)38,324.50TenagaPekerja0.1000OH90,000.009,000.00Tukang Kayu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0050OH140,000.00700.00Jumlah (2)22,000.00Jumlah (1) + (2)60,324.50F26.00Membuat dan memasang 1 m rangka atap genteng keramik; Kayu MerantiBahanKaso-kaso (5 x 7) cm0.0140m1,870,000.0026,180.00Reng (2 x 3) cm0.0036m1,870,000.006,732.00Paku 5 cm & 10 cm0.2500kg21,650.005,412.50Jumlah (1)38,324.50TenagaPekerja0.1000OH90,000.009,000.00Tukang Kayu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0050OH140,000.00700.00Jumlah (2)22,000.00Jumlah (1) + (2)60,324.50F27.00Membuat dan memasang 1 m rangka atap genteng beton; Kayu Kapur/ LembasungBahanKaso-kaso (5 x 7) cm0.0140m1,870,000.0026,180.00Reng (3 x 4) cm0.0570m1,870,000.00106,590.00Paku 5 cm & 10 cm0.2500kg21,650.005,412.50Jumlah (1)138,182.50TenagaPekerja0.1000OH90,000.009,000.00Tukang Kayu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0050OH140,000.00700.00Jumlah (2)22,000.00Jumlah (1) + (2)160,182.50F28.00Membuat dan memasang 1 m rangka atap genteng beton; Kayu MerantiBahanKaso-kaso (5 x 7) cm0.0140m1,870,000.0026,180.00Reng (3 x 4) cm0.0570m1,870,000.00106,590.00Paku 5 cm & 10 cm0.2500kg21,650.005,412.50Jumlah (1)138,182.50TenagaPekerja0.1000OH90,000.009,000.00Tukang Kayu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0050OH140,000.00700.00Jumlah (2)22,000.00Jumlah (1) + (2)160,182.50F29.00Membuat dan memasang 1 m rangka atap genteng metal; Kayu Lembasung/KapurBahanKayu Kapur0.0120m1,870,000.0022,440.00Paku 5 cm & 10 cm0.1500kg21,650.003,247.50Jumlah (1)25,687.50TenagaPekerja0.1000OH90,000.009,000.00Tukang Kayu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0050OH140,000.00700.00Jumlah (2)22,000.00Jumlah (1) + (2)47,687.50F30.00Membuat dan memasang 1 m rangka atap genteng metal; Kayu MerantiBahanKayu Meranti0.0120m1,870,000.0022,440.00Paku 5 cm & 10 cm0.1500kg21,650.003,247.50Jumlah (1)25,687.50TenagaPekerja0.1000OH90,000.009,000.00Tukang Kayu0.1000OH110,000.0011,000.00Kepala Tukang0.0100OH130,000.001,300.00Mandor0.0050OH140,000.00700.00Jumlah (2)22,000.00Jumlah (1) + (2)47,687.50

F31.00Memasang 1 m rangka atap sirap; Kayu MerantiBahanKayu Meranti0.1650m1,870,000.00308,550.00Paku 5 cm & 10 cm0.2000kg21,650.004,330.00Jumlah (1)312,880.00TenagaPekerja0.1200OH90,000.0010,800.00Tukang Kayu0.1200OH110,000.0013,200.00Kepala Tukang0.0120OH130,000.001,560.00Mandor0.0060OH140,000.00840.00Jumlah (2)26,400.00Jumlah (1) + (2)339,280.00F32.00Memasang 1 m rangka langit-langit (100 x 100) cm; Kayu Meranti BahanKaso-kaso (5 x 7) cm0.0120m1,870,000.0022,440.00Paku 7 cm - 10 cm0.1000kg21,650.002,165.00Jumlah (1)24,605.00TenagaPekerja0.1500OH90,000.0013,500.00Tukang Kayu0.2500OH110,000.0027,500.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0750OH140,000.0010,500.00Jumlah (2)54,750.00Jumlah (1) + (2)79,355.00

F33.00Memasang 1 m rangka langit-langit (50 x 100) cm; Kayu Meranti BahanKaso-kaso (5 x 7) cm0.0154m1,870,000.0028,798.00Paku 7 cm - 10 cm0.2000kg21,650.004,330.00Jumlah (1)33,128.00TenagaPekerja0.1500OH90,000.0013,500.00Tukang Kayu0.3000OH110,000.0033,000.00Kepala Tukang0.0300OH130,000.003,900.00Mandor0.0750OH140,000.0010,500.00Jumlah (2)60,900.00Jumlah (1) + (2)94,028.00

F34.00Memasang 1 m rangka langit-langit (60 x 60) cm; Kayu MerantiBahanKaso-kaso (5 x 7) cm0.0163m1,870,000.0030,481.00Paku 7 cm - 10 cm0.2500kg21,650.005,412.50Jumlah (1)35,893.50TenagaPekerja0.2000OH90,000.0018,000.00Tukang Kayu0.3000OH110,000.0033,000.00Kepala Tukang0.0300OH130,000.003,900.00Mandor0.0100OH140,000.001,400.00Jumlah (2)56,300.00Jumlah (1) + (2)92,193.50F35.00Memasang 1 m' lisplank uk. (3 x 20) cm; Kapur/ LembasungBahanPapan Kayu Kapur/ Lembasung0.0108m1,870,000.0020,196.00Paku 5 cm - 7 cm0.1000kg21,650.002,165.00Jumlah (1)22,361.00TenagaPekerja0.1000OH90,000.009,000.00Tukang Kayu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0050OH140,000.00700.00Jumlah (2)34,300.00Jumlah (1) + (2)56,661.00F36.00Memasang 1 m' lisplank uk. (3 x 30) cm; Kayu Kapur/LembasungBahanPapan Kayu Lembasung 0.0110m1,870,000.0020,570.00Paku 5 cm - 7 cm0.0500kg21,650.001,082.50Jumlah (1)21,652.50TenagaPekerja0.1000OH90,000.009,000.00Tukang Kayu0.2000OH110,000.0022,000.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0050OH140,000.00700.00Jumlah (2)34,950.00Jumlah (1) + (2)56,602.50F37.00Memasang 1 m' lisplank uk. 2x (3 x 20) cm; Kayu Kapur/ LembasungBahanPapan Kayu Kapur/ Lembasung0.0145m1,870,000.0027,115.00Paku 5 cm - 7 cm0.0600kg21,650.001,299.00Jumlah (1)28,414.00TenagaPekerja0.1500Oh90,000.0013,500.00Tukang Kayu0.2500Oh110,000.0027,500.00Kepala Tukang0.0250Oh130,000.003,250.00Mandor0.0750Oh140,000.0010,500.00Jumlah (2)54,750.00Jumlah (1) + (2)83,164.00F38.00Memasang 1 m' lisplank uk. 2x (2 x 20) cm; Kayu Kapur/ LembasungBahanPapan Kayu Kapur/ Lembasung0.0086m1,870,000.0016,082.00Paku 5 cm - 7 cm0.0600kg21,650.001,299.00Jumlah (1)17,381.00TenagaPekerja0.1000Oh90,000.009,000.00Tukang Kayu0.1000Oh110,000.0011,000.00Kepala Tukang0.0100Oh130,000.001,300.00Mandor0.0500Oh140,000.007,000.00Jumlah (2)28,300.00Jumlah (1) + (2)45,681.00F39.00Memasang 1 m rangka dinding pemisah (60 x 120) cm; Kayu MerantiBahanBalok Kayu Meranti0.0280m1,870,000.0052,360.00Paku 5 cm - 7 cm0.1500kg21,650.003,247.50Jumlah (1)55,607.50TenagaPekerja0.1500OH90,000.0013,500.00Tukang Kayu0.4500OH110,000.0049,500.00Kepala Tukang0.0450OH130,000.005,850.00Mandor0.0080OH140,000.001,120.00Jumlah (2)69,970.00Jumlah (1) + (2)125,577.50F40.00Memasang 1 m dinding pemisah teakwood rangkap; Kayu Kapur/ LembasungBahanBalok Kayu Kapur/ Lembasung0.0280m1,870,000.0052,360.00Paku 5 cm - 10 cm0.1500kg21,650.003,247.50Teakwood tbl. 4 mm; uk. (120 x 240) cm0.8600lembar68,200.0058,652.00Lem Kayu0.5600kg28,000.0015,680.00Jumlah (1)129,939.50TenagaPekerja0.1500OH90,000.0013,500.00Tukang Kayu0.4500OH110,000.0049,500.00Kepala Tukang0.0450OH130,000.005,850.00Mandor0.0080OH140,000.001,120.00Jumlah (2)69,970.00Jumlah (1) + (2)199,909.50F41.00Memasang 1 m dinding pemisah plywood rangkap; Kayu MerantiBahanBalok Kayu Meranti0.0280m1,870,000.0052,360.00Paku 5 cm - 10 cm0.1500kg21,650.003,247.50Plywood tbl. 9 mm; uk. (120 x 240) cm0.8600lembar154,000.00132,440.00Lem Kayu0.5600kg28,000.0015,680.00Jumlah (1)203,727.50TenagaPekerja0.2000OH90,000.0018,000.00Tukang Kayu0.6000OH110,000.0066,000.00Kepala Tukang0.0600OH130,000.007,800.00Mandor0.0100OH140,000.001,400.00Jumlah (2)93,200.00Jumlah (1) + (2)296,927.50F42.00Pasangan dinding kayu meranti berlidah per m2 -BahanPapan kayu meranti0.0250M31,870,000.0046,750.00Paku0.2000Kg21,650.004,330.00Jumlah (1)51,080.00TenagaPekerja0.6000OH90,000.0054,000.00Tukang Kayu1.8000OH110,000.00198,000.00Kepala Tukang0.1800OH130,000.0023,400.00Mandor0.0300OH140,000.004,200.00Jumlah (2)279,600.00Jumlah (1) + (2)330,680.00F43.00Memasang 1 m dinding lambriziring dari papan; Kayu MerantiBahanPapan Kayu Meranti0.0070m1,870,000.0013,090.00Paku 5 cm - 10 cm0.1000kgERROR:#REF!ERROR:#REF!Paku Skrup 10 cm/ Besi0.1500kg31,100.004,665.00Jumlah (1)ERROR:#REF!TenagaPekerja0.6000OH90,000.0054,000.00Tukang Kayu1.8000OH110,000.00198,000.00Kepala Tukang0.1800OH130,000.0023,400.00Mandor0.0300OH140,000.004,200.00Jumlah (2)279,600.00Jumlah (1) + (2)ERROR:#REF!F44.00Memasang 1 m dinding lambriziring dari plywood ukuran (120 x 240) cmBahanPlywood tbl. 9 mm; uk. (120 x 240) cm0.4000lembar154,000.0061,600.00Paku 5 cm - 10 cm0.0500kgERROR:#REF!ERROR:#REF!Jumlah (1)ERROR:#REF!TenagaPekerja0.0250OH90,000.002,250.00Tukang Kayu0.0750OH110,000.008,250.00Kepala Tukang0.0075OH130,000.00975.00Mandor0.0013OH140,000.00182.00Jumlah (2)11,657.00Jumlah (1) + (2)ERROR:#REF!F45.00Memasang 1 m' papan ruiter ukuran 3 x 30 cm; Kayu MerantiBahanPapan Kayu Meranti (2 x 25 x 400)0.0100m1,870,000.0018,700.00Paku 5 cm - 10 cm0.0100kgERROR:#REF!ERROR:#REF!Jumlah (1)ERROR:#REF!TenagaPekerja0.0700OH90,000.006,300.00Tukang Kayu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0040OH140,000.00560.00Jumlah (2)31,460.00Jumlah (1) + (2)ERROR:#REF!F46.00Memasang 1 m' papan ruiter ukuran 2 x 20 cm; Kayu MerantiBahanPapan Kayu Meranti (2 x 20 x 400)0.0044m1,870,000.008,228.00Paku 5 cm - 10 cm0.0100kgERROR:#REF!ERROR:#REF!Jumlah (1)ERROR:#REF!TenagaPekerja0.0700OH90,000.006,300.00Tukang Kayu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0040OH140,000.00560.00Jumlah (2)31,460.00Jumlah (1) + (2)ERROR:#REF!F47.00Sebuah tiang pancang dicincin dan dilancipkan TenagaPekerja0.1000OH90,000.009,000.00Tukang Kayu0.2500OH110,000.0027,500.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0050OH140,000.00700.00Jumlah40,450.00Jumlah (1) + (2)40,450.00

F48.00Membuat pen pada tiang dan lubang pada balok pemikul tiap-tiap pasangan pen dan lubang TenagaTukang Kayu0.6000OH110,000.0066,000.00Kepala Tukang0.0600OH130,000.007,800.00Jumlah73,800.00Jumlah (1) + (2)73,800.00F49.00Memancang Ulin pada tanah lunak per m' BahanUlin 10x100.0300m13,850,000115,500.00TenagaPekerja1.8000OH90,000.00162,000.00Tukang Kayu0.0400OH110,000.004,400.00Kepala Tukang0.0040OH130,000.00520.00Mandor0.0430OH140,000.006,020.00Jumlah172,940.00Jumlah (1) + (2)172,940.00Untuk tanah biasa 1 1/4 x E.13216,175.00Untuk tanah keras 1 1/2 x E.13259,410.00F50.00Pasangan tongkat, sloop, gelegar dari kayu ulin per m3 - BahanBalok kayu ulin1.0000m3,850,000.003,850,000.00Paku ulin1.0000kg27,500.0027,500.00Jumlah (1)3,877,500.00TenagaPekerja5.0000OH90,000.00450,000.00Tukang Kayu15.0000OH110,000.001,650,000.00Kepala Tukang1.5000OH130,000.00195,000.00Mandor0.2500OH140,000.0035,000.00Jumlah (2)2,330,000.00Jumlah (1) + (2)6,207,500.00F51.00Pasangan gelegar kayu kapur/lembasung per m3 - BahanBalok Kayu Kapur/ Lembasung1.0000m1,870,000.001,870,000.00Paku1.0000kg21,650.0021,650.00Jumlah (1)1,891,650.00TenagaPekerja5.0000OH90,000.00450,000.00Tukang Kayu15.0000OH110,000.001,650,000.00Kepala Tukang1.5000OH130,000.00195,000.00Mandor0.2500OH140,000.0035,000.00Jumlah (2)2,330,000.00Jumlah (1) + (2)4,221,650.00F52.00Pasangan Lantai dari papan kayu kapur/lembasung per m2 - BahanPapan kayu kapur/lembasung0.0250m1,870,000.0046,750.00Paku0.2000kg21,650.004,330.00Jumlah (1)51,080.00TenagaPekerja0.2800OH90,000.0025,200.00Tukang Kayu0.8000OH110,000.0088,000.00Kepala Tukang0.0800OH130,000.0010,400.00Mandor0.0140OH140,000.001,960.00Jumlah (2)125,560.00Jumlah (1) + (2)176,640.00F53.00Pasangan lantai dari papan kayu meranti per m2 - BahanPapan kayu meranti0.0250m1,870,000.0046,750.00Paku0.2000kg21,650.004,330.00Jumlah (1)51,080.00TenagaPekerja0.2800OH90,000.0025,200.00Tukang Kayu0.8000OH110,000.0088,000.00Kepala Tukang0.0800OH130,000.0010,400.00Mandor0.0140OH140,000.001,960.00Jumlah (2)125,560.00Jumlah (1) + (2)176,640.00Apabila hanya diketam salah satu sisinya saja62,780.00113,860.00F54.00Pasangan lantai dari papan kayu ulin per m2 - BahanPapan kayu ulin0.0250m3,850,000.0096,250.00Paku ulin0.2000kg27,500.005,500.00Jumlah (1)101,750.00TenagaPekerja0.2800OH90,000.0025,200.00Tukang Kayu0.8000OH110,000.0088,000.00Kepala Tukang0.0800OH130,000.0010,400.00Mandor0.0140OH140,000.001,960.00Jumlah (2)125,560.00Jumlah (1) + (2)227,310.00Apabila hanya diketam salah satu sisinya saja62,780.00164,530.00F55.001Ttk Memancang tiang pancang kayu ulin 10/10 - 2 mBahanKayu ulin 10/10 - 2 m0.0200m3,850,000.0077,000.00Jumlah (1)77,000.00TenagaPekerja1.8000OH90,000.00162,000.00Tukang Kayu0.0400OH110,000.004,400.00Kepala Tukang0.0040OH130,000.00520.00Mandor0.0430OH140,000.006,020.00Alat Bantu0.060056,100.003,366.00Jumlah (2)176,306.00Jumlah (1) + (2)253,306.00F56.001Ttk Memancang tiang pancang kayu ulin 10/10 - 4 mBahanKayu ulin 10/10 - 4 m0.0400m3,850,000.00154,000.00Jumlah (1)154,000.00TenagaPekerja1.8000OH90,000.00162,000.00Tukang Kayu0.0400OH110,000.004,400.00Kepala Tukang0.0040OH130,000.00520.00Mandor0.0430OH140,000.006,020.00Alat Bantu0.120056,100.006,732.00Jumlah (2)179,672.00Jumlah (1) + (2)333,672.00F57.00Rangka badan/tiang jenang dari kayu kapur/lembasung per m3 - Bahankayu kapur/lembasung1.2000m1,870,000.002,244,000.00Paku0.2000kg21,650.004,330.00Jumlah (1)2,248,330.00TenagaPekerja10.0000OH90,000.00900,000.00Tukang Kayu30.0000OH110,000.003,300,000.00Kepala Tukang3.0000OH130,000.00390,000.00Mandor0.5000OH140,000.0070,000.00Jumlah (2)4,660,000.00Jumlah (1) + (2)6,908,330.00F58.00Pasangan sunduk,kalang dari kayu ulin per m3 - BahanBalok kayu ulin1.0000m3,850,000.003,850,000.00Paku ulin1.0000kg27,500.0027,500.00Jumlah (1)3,877,500.00TenagaPekerja5.0000OH90,000.00450,000.00Tukang Kayu15.0000OH110,000.001,650,000.00Kepala Tukang1.5000OH130,000.00195,000.00Mandor0.2500OH140,000.0035,000.00Jumlah (2)2,330,000.00Jumlah (1) + (2)6,207,500.00

G.PEKERJAAN BETONRSNI-T-13G1.00Membuat 1 m beton tumbuk 1 PC : 3 PB : 5 KR, Batu PecahBahanPortland Cement (PC)218.0000kg1,820.00396,760.00Pasir Beton (PB)0.5200m107,150.0055,718.00Koral Beton (maksimum 30 mm)0.8700m641,666.67558,250.00Jumlah (1)1,010,728.00TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2500OH110,000.0027,500.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0800OH140,000.0011,200.00Jumlah (2)190,450.00Jumlah (1) + (2)1,201,178.00G2.00Membuat 1 m beton tumbuk 1 PC : 3 PB : 5 KR, Kerikil SungaiBahanPortland Cement (PC)218.0000kg1,820.00396,760.00Pasir Beton (PB)0.5200m107,150.0055,718.00Kerikil Sungai0.8700m242,000.00210,540.00Jumlah (1)663,018.00TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2500OH110,000.0027,500.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0800OH140,000.0011,200.00Jumlah (2)190,450.00Jumlah (1) + (2)853,468.00G3.00Membuat 1 m beton tumbuk 1 PC : 3 PB : 6 KRBahanPortland Cement (PC)197.0000kg1,820.00358,540.00Pasir Beton (PB)0.4700m107,150.0050,360.50Koral Beton (maksimum 30 mm)0.9400m641,666.67603,166.67Jumlah (1)1,012,067.17TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2500OH110,000.0027,500.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0800OH140,000.0011,200.00Jumlah (2)190,450.00Jumlah (1) + (2)1,202,517.17G4.00Membuat 1 m beton tumbuk 1 PC : 4 PB : 6 KRBahanPortland Cement (PC)173.0000kg1,820.00314,860.00Pasir Beton (PB)0.5700m107,150.0061,075.50Koral Beton (maksimum 30 mm)0.8700m641,666.67558,250.00Jumlah (1)934,185.50TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2500OH110,000.0027,500.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0800OH140,000.0011,200.00Jumlah (2)190,450.00Jumlah (1) + (2)1,124,635.50G5.00Membuat 1 m lantai kerja beton tumbuk 1 PC : 3 PB : 5 KR; tebal 5 cm,Koral BetonBahanPortland Cement (PC)10.0000kg1,820.0018,200.00Pasir Beton (PB)0.0260m107,150.002,785.90Koral Beton (maksimum 30 mm)0.0440m641,666.6728,233.33Jumlah (1)49,219.23TenagaPekerja1.1500OH90,000.00103,500.00Tukang Batu0.0200OH110,000.002,200.00Kepala Tukang0.0020OH130,000.00260.00Mandor0.0060OH140,000.00840.00Jumlah (2)106,800.00Jumlah (1) + (2)156,019.23G6.00Membuat 1 m lantai kerja beton tumbuk 1 PC : 3 PB : 5 KR; tebal 5 cm,Kerikil sungaiBahanPortland Cement (PC)10.0000kg1,820.0018,200.00Pasir Beton (PB)0.0260m107,150.002,785.90Kerikil sungai0.0440m242,000.0010,648.00Jumlah (1)31,633.90TenagaPekerja1.1500OH90,000.00103,500.00Tukang Batu0.0200OH110,000.002,200.00Kepala Tukang0.0020OH130,000.00260.00Mandor0.0060OH140,000.00840.00Jumlah (2)106,800.00Jumlah (1) + (2)138,433.90G7.00Membuat 1 m beton bertulang 1 PC : 2 PB : 3 KR, Batu PecahBahanPortland Cement (PC)336.0000kg1,820.00611,520.00Pasir Beton (PB)0.5400m107,150.0057,861.001Batu Pecah0.7800m641,666.67500,500.000.01Jumlah (1)1,169,881.00100Tenaga1443000Pekerja1.6500OH90,000.00148,500.0014,430Tukang Batu0.2500OH110,000.0027,500.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0800OH140,000.0011,200.00Jumlah (2)190,450.00Jumlah (1) + (2)1,360,331.00G8.00Membuat 1 m beton bertulang 1 PC : 2 PB : 3 KR, Kerikil SungaiBahanPortland Cement (PC)336.0000kg1,820.00611,520.00Pasir Beton (PB)0.5400m107,150.0057,861.00Kerikil Sungai0.7800m242,000.00188,760.00Jumlah (1)858,141.00TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2500OH110,000.0027,500.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0800OH140,000.0011,200.00Jumlah (2)190,450.00Jumlah (1) + (2)1,048,591.00G9.00Membuat 1 m beton bertulang 1 PC : 2 PB : 4 KRBahanPortland Cement (PC)280.0000kg1,820.00509,600.00Pasir Beton (PB)0.4500m107,150.0048,217.50Koral Beton (maksimum 30 mm)0.9000m641,666.67577,500.00Jumlah (1)1,135,317.50TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2500OH110,000.0027,500.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0800OH140,000.0011,200.00Jumlah (2)190,450.00Jumlah (1) + (2)1,325,767.50G10.00Membuat 1 m beton bertulang 1 PC : 2 PB : 2,5 KRBahanPortland Cement (PC)352.0000kg1,820.00640,640.00Pasir Beton (PB)0.5600m107,150.0060,004.00Koral Beton (maksimum 30 mm)0.7000m641,666.67449,166.67Jumlah (1)1,149,810.67TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2500OH110,000.0027,500.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0800OH140,000.0011,200.00Jumlah (2)190,450.00Jumlah (1) + (2)1,340,260.67

G11.00Membuat 1 m beton bertulang 1 PC : 1.5 PB : 3 KRBahanPortland Cement (PC)357.0000kg1,820.00649,740.00Pasir Beton (PB)0.4200m107,150.0045,003.00Koral Beton (maksimum 30 mm)0.5400m641,666.67346,500.00Jumlah (1)1,041,243.00TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2500OH110,000.0027,500.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0800OH140,000.0011,200.00Jumlah (2)190,450.00Jumlah (1) + (2)1,231,693.00G12.00Membuat 1 m beton bertulang 1 PC : 1.5 PB : 2,5 KRBahanPortland Cement (PC)386.0000kg1,820.00702,520.00Pasir Beton (PB)0.4700m107,150.0050,360.50Koral Beton (maksimum 30 mm)0.7800m641,666.67500,500.00Jumlah (1)1,253,380.50TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2500OH110,000.0027,500.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0800OH140,000.0011,200.00Jumlah (2)190,450.00Jumlah (1) + (2)1,443,830.50G13.00Membuat 1 m beton bertulang 1 PC : 1 PB : 2 KRBahanPortland Cement (PC)479.0000kg1,820.00871,780.00Pasir Beton (PB)0.3700m107,150.0039,645.50Koral Beton (maksimum 30 mm)0.7400m641,666.67474,833.33Jumlah (1)1,386,258.83TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2500OH110,000.0027,500.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0800OH140,000.0011,200.00Jumlah (2)190,450.00Jumlah (1) + (2)1,576,708.83G14.00Membuat 1 m beton mutu f'c=7,4 Mpa (K 100); slump (12 2) cm; w/c = 0,87BahanPortland Cement (PC)247.0000kg1,820.00449,540.000.6207142857Pasir Beton (PB)0.6207m107,150.0066,509.54Koral Beton (maksimum 30 mm)0.7400m641,666.67474,833.33Air215.0000liter40.008,600.00Jumlah (1)999,482.87TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2750OH110,000.0030,250.00Kepala Tukang0.0280OH130,000.003,640.00Mandor0.0830OH140,000.0011,620.00Jumlah (2)194,010.00Jumlah (1) + (2)1,193,492.87G15.00Membuat 1 m beton mutu f'c=9,8 Mpa (K 125); slump (12 2) cm; w/c = 0,78BahanPortland Cement (PC)276.0000kg1,820.00502,320.00Pasir Beton (PB)0.5914m107,150.0063,371.57Koral Beton (maksimum 30 mm)0.7496m641,666.67481,012.35Air215.0000liter40.008,600.00Jumlah (1)1,055,303.92TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2750OH110,000.0030,250.00Kepala Tukang0.0280OH130,000.003,640.00Mandor0.0830OH140,000.0011,620.00Jumlah (2)194,010.00Jumlah (1) + (2)1,249,313.92G16.00Membuat 1 m beton mutu f'c=12,2 Mpa (K 150); slump (12 2) cm; w/c = 0,72BahanPortland Cement (PC)299.0000kg1,820.00544,180.00Pasir Beton (PB)0.5707m107,150.0061,152.04Koral Beton (maksimum 30 mm)0.7533m641,666.67483,388.89Air215.0000liter40.008,600.00Jumlah (1)1,097,320.92TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2750OH110,000.0030,250.00Kepala Tukang0.0280OH130,000.003,640.00Mandor0.0830OH140,000.0011,620.00Jumlah (2)194,010.00Jumlah (1) + (2)1,291,330.92G17.00Membuat 1 m beton mutu f'c=7,4 Mpa (K 100); slump (3-6) cm; w/c = 0,87BahanPortland Cement (PC)230.0000kg1,820.00418,600.00Pasir Beton (PB)0.6379m107,150.0068,346.39Koral Beton (maksimum 30 mm)0.7607m641,666.67488,141.98Air200.0000liter40.008,000.00Jumlah (1)983,088.37TenagaPekerja1.2000OH90,000.00108,000.00Tukang Batu0.2000OH110,000.0022,000.00Kepala Tukang0.0200OH130,000.002,600.00Mandor0.0600OH140,000.008,400.00Jumlah (2)141,000.00Jumlah (1) + (2)1,124,088.37G18.00Membuat 1 m beton mutu f'c=14,5 Mpa (K 175); slump (12 2) cm; w/c = 0,66BahanPortland Cement (PC)326.0000kg1,820.00593,320.00Pasir Beton (PB)0.5429m107,150.0058,167.14Koral Beton (maksimum 30 mm)0.7622m641,666.67489,092.59Air215.0000liter40.008,600.00Jumlah (1)1,149,179.74TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2750OH110,000.0030,250.00Kepala Tukang0.0280OH130,000.003,640.00Mandor0.0830OH140,000.0011,620.00Jumlah (2)194,010.00Jumlah (1) + (2)1,343,189.74

G19.00Membuat 1 m beton mutu f'c=16,9 Mpa (K 200); slump (12 2) cm; w/c = 0,61BahanPortland Cement (PC)352.0000kg1,820.00640,640.00Pasir Beton (PB)0.5221m107,150.0055,947.61Koral Beton (maksimum 30 mm)0.7637m641,666.67490,043.21Air215.0000liter40.008,600.00Jumlah (1)1,195,230.82TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2750OH110,000.0030,250.00Kepala Tukang0.0280OH130,000.003,640.00Mandor0.0830OH140,000.0011,620.00Jumlah (2)194,010.00Jumlah (1) + (2)1,389,240.82G20.00Membuat 1 m beton mutu f'c=19,3 Mpa (K 225); slump (12 2) cm; w/c = 0,58BahanPortland Cement (PC)371.0000kg1,820.00675,220.00Pasir Beton (PB)0.4986m107,150.0053,421.93Koral Beton (maksimum 30 mm)0.7756m641,666.67497,648.15Air215.0000liter40.008,600.00Jumlah (1)1,234,890.08TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2750OH110,000.0030,250.00Kepala Tukang0.0280OH130,000.003,640.00Mandor0.0830OH140,000.0011,620.00Jumlah (2)194,010.00Jumlah (1) + (2)1,428,900.08G21.00Membuat 1 m beton mutu f'c=21,7 Mpa (K 250); slump (12 2) cm; w/c = 0,56BahanPortland Cement (PC)384.0000kg1,820.00698,880.00Pasir Beton (PB)0.4943m107,150.0052,962.71Koral Beton (maksimum 30 mm)0.7696m641,666.67493,845.68Air215.0000liter40.008,600.00Jumlah (1)1,254,288.39TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2750OH110,000.0030,250.00Kepala Tukang0.0280OH130,000.003,640.00Mandor0.0830OH140,000.0011,620.00Jumlah (2)194,010.00Jumlah (1) + (2)1,448,298.39G22.00Membuat 1 m beton mutu f'c=24 Mpa (K 275); slump (12 2) cm; w/c = 0,53BahanPortland Cement (PC)406.0000kg1,820.00738,920.00Pasir Beton (PB)0.4886m107,150.0052,350.43Koral Beton (maksimum 30 mm)0.7600m641,666.67487,666.67Air215.0000liter40.008,600.00Jumlah (1)1,287,537.10TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2750OH110,000.0030,250.00Kepala Tukang0.0280OH130,000.003,640.00Mandor0.0830OH140,000.0011,620.00Jumlah (2)194,010.00Jumlah (1) + (2)1,481,547.10

G23.00Membuat 1 m beton mutu f'c=26,4 Mpa (K 300); slump (12 2) cm; w/c = 0,52BahanPortland Cement (PC)413.0000kg1,820.00751,660.00Pasir Beton (PB)0.4864m107,150.0052,120.82Koral Beton (maksimum 30 mm)0.7563m641,666.67485,290.12Air215.0000liter40.008,600.00Jumlah (1)1,297,670.94TenagaPekerja1.6500OH90,000.00148,500.00Tukang Batu0.2750OH110,000.0030,250.00Kepala Tukang0.0280OH130,000.003,640.00Mandor0.0830OH140,000.0011,620.00Jumlah (2)194,010.00Jumlah (1) + (2)1,491,680.94G24.00Membuat 1 m beton mutu f'c=28,8 Mpa (K 325); slump (12 2) cm; w/c = 0,49BahanPortland Cement (PC)439.0000kg1,820.00798,980.00Pasir Beton (PB)0.4786m107,150.0051,278.93Koral Beton (maksimum 30 mm)0.7452m641,666.67478,160.49Air215.0000liter40.008,600.00Jumlah (1)1,337,019.42TenagaPekerja2.1000OH90,000.00189,000.00Tukang Batu0.3500OH110,000.0038,500.00Kepala Tukang0.0350OH130,000.004,550.00Mandor0.1050OH140,000.0014,700.00Jumlah (2)246,750.00Jumlah (1) + (2)1,583,769.42G25.00Membuat 1 m beton mutu f'c=31,2 Mpa (K 350); slump (12 2) cm; w/c = 0,48BahanPortland Cement (PC)448.0000kg1,820.00815,360.00Pasir Beton (PB)0.4764m107,150.0051,049.32Koral Beton (maksimum 30 mm)0.7407m641,666.67475,308.64Air215.0000liter40.008,600.00Jumlah (1)1,350,317.96TenagaPekerja2.1000OH90,000.00189,000.00Tukang Batu0.3500OH110,000.0038,500.00Kepala Tukang0.0350OH130,000.004,550.00Mandor0.1050OH140,000.0014,700.00Jumlah (2)246,750.00Jumlah (1) + (2)1,597,067.96G26.00Pembesian 1 kg dengan besi polos atau besi ulirBahanBesi Beton (polos/ulir)1.0500kg15,400.0016,170.00Kawat Beton0.0150kg22,000.00330.00Jumlah (1)16,500.00TenagaPekerja0.0070OH90,000.00630.00Tukang Besi0.0070OH110,000.00770.00Kepala Tukang0.0007OH130,000.0091.00Mandor0.0004OH140,000.0056.00Jumlah (2)1,547.00Jumlah (1) + (2)18,047.00G27.00Memasang 10 kg jaring kawat baja /wiremeshBahanJaring Kawat Baja dilas/wiremesh10.2000kg15,400.00157,080.00Kawat Beton0.0500kg22,000.001,100.00Jumlah (1)158,180.00TenagaPekerja0.0250OH90,000.002,250.00Tukang Besi0.0250OH110,000.002,750.00Kepala Tukang0.0250OH130,000.003,250.00Mandor0.0010OH140,000.00140.00Jumlah (2)8,390.00Jumlah (1) + (2)166,570.00G28.00Memasang 1 m bekisting untuk pondasiBahanKayu Bekisting0.0400m990,000.0039,600.00Paku 5 cm - 10 cm0.3000kg21,650.006,495.00Minyak Bekisting0.1000liter10,600.001,060.00Jumlah (1)47,155.00TenagaPekerja0.5200OH90,000.0046,800.00Tukang Kayu0.2600OH110,000.0028,600.00Kepala Tukang0.0260OH130,000.003,380.00Mandor0.0260OH140,000.003,640.00Jumlah (2)82,420.00Jumlah (1) + (2)129,575.00G29.001 M2 Bongkar bekesting = 1/5 x upah pasang bekesting pondasi16,484.00

G30.00Memasang 1 m bekisting untuk sloofBahanKayu bekisting0.0450m990,000.0044,550.00Paku 5 cm - 10 cm0.3000kg21,650.006,495.00Minyak Bekisting0.1000liter10,600.001,060.00Jumlah (1)52,105.00TenagaPekerja0.5200OH90,000.0046,800.00Tukang Kayu0.2600OH110,000.0028,600.00Kepala Tukang0.0260OH130,000.003,380.00Mandor0.0260OH140,000.003,640.00Jumlah (2)82,420.00Jumlah (1) + (2)134,525.00G31.001 M2 Bongkar bekesting = 1/5 x upah pasang bekesting sloof16,484.00

G32.00Memasang 1 m bekisting untuk kolomBahanKayu Bekisting0.0400m990,000.0039,600.00Paku 5 cm - 12 cm0.4000kg21,650.008,660.00Minyak Bekisting0.2000liter10,600.002,120.00Balok Kayu 0.0150m990,000.0014,850.00Papan Bekisting0.0200m3990,000.0019,800.00Kayu Perancah8.0000m'4,000.0032,000.00Jumlah (1)117,030.00TenagaPekerja0.6600OH90,000.0059,400.00Tukang Kayu0.3300OH110,000.0036,300.00Kepala Tukang0.0330OH130,000.004,290.00Mandor0.0330OH140,000.004,620.00Jumlah (2)104,610.00Jumlah (1) + (2)221,640.00G33.001 M2 Bongkar bekesting = 1/5 x upah pasang bekesting kolom20,922.00

G34.00Memasang 1 m bekisting untuk balokBahanKayu Bekisting0.0400m990,000.0039,600.00Paku 5 cm - 12 cm0.4000kg21,650.008,660.00Minyak Bekisting0.2000liter10,600.002,120.00Balok Kayu 0.0180m990,000.0017,820.00Papan Bekisting0.0200m3990,000.0019,800.00Kayu Perancah8.0000m'4,000.0032,000.00Jumlah (1)120,000.00TenagaPekerja0.6600OH90,000.0059,400.00Tukang Kayu0.3300OH110,000.0036,300.00Kepala Tukang0.0330OH130,000.004,290.00Mandor0.0330OH140,000.004,620.00Jumlah (2)104,610.00Jumlah (1) + (2)224,610.00G35.001 M2 Bongkar bekesting = 1/5 x upah pasang bekesting balok20,922.00

G36.00Memasang 1 m bekisting untuk lantaiBahanKayu Bekisting0.0400m990,000.0039,600.00Paku 5 cm - 12 cm0.4000kg21,650.008,660.00Minyak Bekisting0.2000liter10,600.002,120.00Balok Kayu 0.0150m990,000.0014,850.00Papan Bekisting0.0200m3990,000.0019,800.00Kayu Perancah24.0000m'4,000.0096,000.00Jumlah (1)181,030.00TenagaPekerja0.6600OH90,000.0059,400.00Tukang Kayu0.3300OH110,000.0036,300.00Kepala Tukang0.0330OH130,000.004,290.00Mandor0.0330OH140,000.004,620.00Jumlah (2)104,610.00Jumlah (1) + (2)285,640.00G37.001 M2 Bongkar bekesting = 1/5 x upah pasang bekesting lantai20,922.00

G38.00Memasang 1 m bekisting untuk dindingBahanKayu Bekisting0.0300m990,000.0029,700.00Paku 5 cm - 12 cm0.4000kg21,650.008,660.00Minyak Bekisting0.2000liter10,600.002,120.00Balok Kayu 0.0200m990,000.0019,800.00Papan Bekisting0.0200m3990,000.0019,800.00Kayu Perancah12.0000m'4,000.0048,000.00Formite/Penjaga jarak Bekisting/spacer4.0000buah16,000.0064,000.00Jumlah (1)192,080.00TenagaPekerja0.6600OH90,000.0059,400.00Tukang Kayu0.3300OH110,000.0036,300.00Kepala Tukang0.0330OH130,000.004,290.00Mandor0.0330OH140,000.004,620.00Jumlah (2)104,610.00Jumlah (1) + (2)296,690.00G39.001 M2 Bongkar bekesting = 1/5 x upah pasang bekesting dinding20,922.00

G40.00Memasang 1 m bekisting untuk tanggaBahanKayu Bekisting0.0300m990,000.0029,700.00Paku 5 cm - 12 cm0.4000kg21,650.008,660.00Minyak Bekisting0.1500liter10,600.001,590.00Balok Kayu 0.0150m990,000.0014,850.00Papan Bekisting0.0200m3990,000.0019,800.00Kayu Perancah8.0000m'4,000.0032,000.00Jumlah (1)106,600.00TenagaPekerja0.6600OH90,000.0059,400.00Tukang Kayu0.3300OH110,000.0036,300.00Kepala Tukang0.0330OH130,000.004,290.00Mandor0.0330OH140,000.004,620.00Jumlah (2)104,610.00Jumlah (1) + (2)211,210.00G41.001 M2 Bongkar bekesting = 1/5 x upah pasang bekesting tangga20,922.00

G42.00Memasang 1 m jembatan untuk pengecoran betonBahanKayu Bekisting0.0264m990,000.0026,136.00Paku 5 cm - 12 cm0.6000kg21,650.0012,990.00Kayu Perancah2.0000m'4,000.008,000.00Jumlah (1)47,126.00TenagaPekerja0.1500OH90,000.0013,500.00Tukang Kayu0.0500OH110,000.005,500.00Kepala Tukang0.0050OH130,000.00650.00Mandor0.0080OH140,000.001,120.00Jumlah (2)20,770.00Jumlah (1) + (2)67,896.00G43.00Memasang 1 m pondasi beton bertulang (150 kg besi + bekisting)BahanKayu Bekisting0.2000m990,000.00198,000.00Paku 5 cm - 12 cm1.5000kg21,650.0032,475.00Minyak Bekisting0.4000liter10,600.004,240.00Besi Beton (polos/ulir)157.5000kg15,400.002,425,500.00Kawat Beton2.2500kg22,000.0049,500.00Portland Cement (PC)336.0000kg1,820.00611,520.00Pasir Beton (PB)0.5400m107,150.0057,861.00Koral Beton (maksimum 30 mm)0.8100m641,666.67519,750.00Jumlah (1)3,898,846.00TenagaPekerja5.3000OH90,000.000477,000.00Tukang Batu0.2750OH110,000.00030,250.00Tukang Kayu1.3000OH110,000.000143,000.00Tukang Besi1.0500OH110,000.000115,500.00Kepala Tukang0.2620OH130,000.00034,060.00Mandor0.2650OH140,000.00037,100.00Jumlah (2)836,910.00Jumlah (1) + (2)4,735,756.00G44.00Memasang 1 m sloof beton bertulang (200 kg besi + bekisting)BahanKayu Bekisting0.2700m990,000.00267,300.00Paku 5 cm - 12 cm2.0000kg21,650.0043,300.00Minyak Bekisting0.6000liter10,600.006,360.00Besi Beton (polos/ulir)210.0000kg15,400.003,234,000.00Kawat Beton3.0000kg22,000.0066,000.00Portland Cement (PC)336.0000kg1,820.00611,520.00Pasir Beton (PB)0.5400m107,150.0057,861.00Koral Beton (maksimum 30 mm)0.8100m641,666.67519,750.00Jumlah (1)4,806,091.00TenagaPekerja5.6500OH90,000.00508,500.00Tukang Batu0.2750OH110,000.0030,250.00Tukang Kayu1.5600OH110,000.00171,600.00Tukang Besi1.4000OH110,000.00154,000.00Kepala Tukang0.3230OH130,000.0041,990.00Mandor0.2830OH140,000.0039,620.00Jumlah (2)945,960.00Jumlah (1) + (2)5,752,051.00G45.00Memasang 1 m kolom beton bertulang (300 kg besi + bekisting)BahanKayu Bekisting0.4000m990,000.00396,000.00Paku 5 cm - 12 cm4.0000kg21,650.0086,600.00Minyak Bekisting2.0000liter10,600.0021,200.00Besi Beton (polos/ulir)315.0000kg15,400.004,851,000.00Kawat Beton4.5000kg22,000.0099,000.00Portland Cement (PC)336.0000kg1,820.00611,520.00Pasir Beton (PB)0.5400m107,150.0057,861.00Koral Beton (maksimum 30 mm)0.8100m641,666.67519,750.00Balok Kayu 0.1500m990,000.00148,500.00Plywood tebal 9 mm3.5000lembar154,000.00539,000.00Kayu Perancah80.0000m'4,000.00320,000.00Jumlah (1)7,650,431.00TenagaPekerja7.0500OH90,000.00634,500.00Tukang Batu0.2750OH110,000.0030,250.00Tukang Kayu1.6500OH110,000.00181,500.00Tukang Besi2.1000OH110,000.00231,000.00Kepala Tukang0.4030OH130,000.0052,390.00Mandor0.3530OH140,000.0049,420.00Jumlah (2)1,179,060.00Jumlah (1) + (2)8,829,491.00

G46.00Memasang 1 m balok beton bertulang (200 kg besi + bekisting)BahanKayu Bekisting0.3200m990,000.00316,800.00Paku 5 cm - 12 cm3.2000kg21,650.0069,280.00Minyak Bekisting1.6000liter10,600.0016,960.00Besi Beton (polos/ulir)210.0000kg15,400.003,234,000.00Kawat Beton3.


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