metodeMETODE PELAKSANAANNAMA KEGIATAN:PENYEMPURNAAN PASAR DAERAHJENIS KEGIATAN:PEMBONGKARAN KIOS, URUGAN , TAMAN DAN POND. PAGAR & MUSHOLLA PASAR MINULYOLOKASI KEGIATAN:KECAMATAN PACITAN KABUPATEN PACITANTAHUN ANGGARAN:20101.PEKERJAAN PERSIAPANSetelah terbitnya Surat Perintah Kerja Pekerjaan ini secepatnya dilaksanakan yang meliputi pendirian direksikeet dan perlengkapannya. Dan diteruskan dengan pekerjaan pembersihan lokasi sebelum pekerjaan dilaksanakan. Pekerjaan pengukuran dikerjakan untuk2PEKERJAAN BONGKARANPekerjaan bongkaran ini mencakup pembongkaran baik keseluruhan ataupun sebagian dan pemindahan nya pada struktur yang diminta untuk dibongkar , untuk memungkinkan pembangunan baru. Pekerjaan juga harus meliputi pemindahan, pembuangan material bongkaran atau penyelamatan , pengangkutan , penyimpanan dan pengamanan terhadap kerusakan bangunan yang ada.3PEKERJAAN TANAH DAN URUGANPekerjaan ini terdiri dari :PEKERJAAN GALIAN TANAH dilaksanakan untuk galian pondasi bangunan , untuk ukuran dan kedalaman sesuai dengan gambar. Dikerjakan dengan tenaga manusia.PEKERJAAN URUGAN TANAH KEMBALI dilaksanakan setelah selesainya pondasi pekerjaan dan diselesaikan dengan urugan tanah kembali. Hal. Ini dikerjakan dengan tenaga manusia.PEKERJAAAN URUGAN PASIR dilaksanakan pada lapisan pasir bawah pondasi (aanstamping) sebelum dipasang pondasi (aanstamping), untuk ketebalan sesuai dengan gambar dan diteruskan dengan pemadatan untuk mendapatkan kepadatan tanah yang sesuai.4PEKERJAAN PASANGANPekerjaan ini terdiri dari :PEKERJAAN PONDASI BATU KALI dilaksanakan dengan campuran 1 : 5 untuk bangunan. kemudian dicampur dengan menggunakan mollen dengan putaran tidak lebih dari 5 menit didalam mesin mollen dan dipasang oleh tukang batu dibantu dengan pekerjaPASANGAN BATU BATA 1: 4 dilaksanakan diatas pasangan batu kali terus keatas sampai ketinggian yang ditentukan ataupun sesuai dengan gambar , menggunakan kurang lebih 70 bj batu bata per 1 m2. Dengan ketebalan 1/2 bata, semua pasangan tersebut dicampur dengan mollenPASANGAN BATAKO menggunkan campuran 1:4 semua pasangan tersebut dicampur dengan mollen dengan putaran selama kurang lebih 5 menit dan dipasang oleh tukang batu dan dibantu pekerja.5PEKERJAAN BETON 1 PC : 2 PS : 3 KRPekerjaan dilaksanakan untuk Sloof, ukuran masing masing pekerjaan sesuai dengan gambar. Campuran menggunakan beton mollen dengan campuran 1 pc : 2 Ps : 3 Kr.Untuk pasir menggunakan pasir pasang yang bersih tidak tercampur lumpur atau kotoran lainnya. Batu pecah menggunakan batu pecah mesin dengan ukuran 2-3 . Dikerjakan oleh tukang batu dan untuk begesting dibantu tukang kayu serta para pekerja.5PEKERJAAN PLESTERANPekerjaan ini dilaksanakan setealah pekerjaan pasangan selesai dan ditutup dengan pekerjaan plesterean, dengan campuran 1 : 4 Pekerjaan ini dicampur dengan menggunakan mesin mollen6PEKERJAAN KAYU DAN RANGKA ATASPekerjaan dimulai dengan penyetelan pengerjaaan rangka atap dikerjakan di basc camp, Setelah selesai kemudian dipasang di lokasi pekerjaan, yang nantinya diteruskan dengan pek. Reng usuk dan pekerjaan list plank pada loksai proyek. Pengerjaan tersebutPek. Langit - langit menggunakan penutup kalsiboard dengan ukuran 1 m 2 dan dirapikan dengan list plapon setelah pekerjaan plesteran penutup selesai . Pekerjaan ini dilaksanakan oleh tukang kayu dengan di bantu pekerja.7PEKERJAAN ATAPPekerjaan atap delaksanakan setelah pekerjaan rangka atap kayu telah selesai terpasang. Genteng glazur yang digunakan dipasang oleh tenaga tukang kayu dan dibantu oleh pekerja dilaksanakan secara manual.Pekerjaan langit langit dilaksanakan setelah pekerjaan atap selesai dan tertata rapi. Pek. Langit - langit menggunakan penutup eternit dengan ukuran 1 m2 dan dirapikan dengan list plapon setelah pekerjaan plesteran penutup selesai dilaksanakan. Pekerjaan8PEKERJAAN LANTAI DAN DINDINGPekerjaan lantai disini yang dimaksud adalah pekerjaan lantai keramik dan dinding keramik dengan campuran 1 : 2 yang dilaksanakan oleh tukang batu dengan dibantu pekerja. Dilaksanakan setelah pemadatan pasir urug pada lantai .Pekerjaan untuk Paving stone dikerjaakan di sekeliling bangunan.9PEKERJAAN PENGECATANPekerjaan ini merupakan pekerjaan finishing dan dilaksanakan pada akhir pekerjaan setelah semua pekerjaan selesai. Pekerjaan ini terdiri pekerjaan cat kayu , cat tembok dan eternit . Pekerjaan dilaksanakan oleh tukang cat yang dibantu oleh pekerja. Hanya10PEKERJAAN INSTALASI LISTRIKPekerjaan instalasi listrik dipasang kedalam tembok dengan memaki pipa PVC . Kabel instalasi listrik memakai merk NYM ukuran3x 2,5 mm standart PLN.11PEKERJAAN SANITASIKloset jongkok memakai kualitas baik, dan untuk warna ditentukan kemudian. Bak mandi menggunakan fiber glass. Kran air menggunakan PVC 3/4"kualitas baik dan untuk instalasi air menggunakan PVC 3/4 ", 1" tipe AW.14PEKERJAAN SALURANPekerjaan saluran dipasang dengan buis beton U 20 cm. Bak kontrol ditempatkan pada pertemuan sudut. Ukuran bak kontrol 30 x 30 x 35 cm dengan campuran 1 : 46PEKERJAAN SEPTIKTANKPekerjaan septiktank dibuat dari gorong gorong diameter 1 m dengan jumlah 3 bh dengan kedalaman masing - masing 2 m . Bagian atas ditutup dengan plat beton bertulang dengan ketebalan 10 cm7PEKERJAAN TANAMANPekerjan Tanaman ini ditata berdasarkan gambar yang telah ditentukan dan menyesuaikan tanaman yang ditentukan juga, bahan yang digunakan antara lain : dinding mengunakan batu merah campuran 1 : 4 , Urukan tanah harus mengandung humus dan jenis tanaman yaitu tanaman palm dan tanaman kecil ( sesuai taman yang ada )Pacitan, 2010CV. ANEKA CIPTAHJ. SRI DJANATIN, BADirektur

Jadwal (2)Lampiran PenawaranJADWAL PELAKSANAAN PEKERJAANKegiatan:PENYEMPURNAAN PASAR TRADISIONAL BALEHARJOJenis Kegiatan:PEMBUATAN GAPURALokasi:KECAMATAN PACITAN KABUPATEN PACITANTAHUN ANGGARAN:2009NilaiPERIODE PELAKSANAANProsentaseKomulatifNo.U r a i a nPekerjaan12SkalaKeteranganKontrolSelisihPerProsentase( % )10 hr10 hr10 hr10 hr2-09%Baris60.0000.000APEKERJAAN BONGKARAN KIOS5.520.00.00.00.00.00.00.00.090 Hari Kalender0.00.0BPEKERJAAN URUGKAN22.883.817.637.633.8122.8822.880.00.00.00.0Masa Pemeliharaan :0.00.0CPEKERJAAN PONDSI PAGAR16.598.308.300.00.0180 Hari Kalender16.5916.590.00.00.00.00.00.0DPEKERJAAN PONDASI MUSHOLLA , MCK DAN TEMPAT WUDLU42.660.021.3321.330.042.6642.660.00.00.00.00.00.0EPEKERJAAN TAMAN12.350.04.128.240.012.3512.350.00.0Jumlah Nilai Pekerjaan100.000.000.0100.00Rencana Per 7 Harian( % )12.1141.3737.193.81Garis NormalKumulatif Per 7 Harian( % )0.012.1153.4890.6794.48Garis RencanaRealisai Per 10 Harian( % )0.0Garis PelaksanaanKomulatif Per 10 Harian( % )0.0Kelambatan/Kemajuan ( + / - )0.022Pacitan, 201030Mengetahui :31KUASA PENGGUNA ANGGARANPENAWAR7CV. ANEKA CIPTA90Ir. BAGIANTOHJ. SRI DJANATIN, BANIP. 080 116 966DirekturNilaiNo.Uraian KegiatanPekerjaan>>( % )12>>APEKERJAAN BONGKARAN KIOS0.00.0000.01.01.02.000.0BPEKERJAAN URUGKAN22.880.51.01.000.503.000.0000.00.0CPEKERJAAN PONDSI PAGAR16.591.01.02.000.0000.01.01.02.000.0DPEKERJAAN PONDASI MUSHOLLA , MCK DAN TEMPAT WUDLU42.661.01.02.00000.01.01.02.00EPEKERJAAN TAMAN12.350.51.01.50000.01.01.02.00000.01.01.02.00000.01.01.00000.01.01.02.00000.01.01.02.00000.01.01.02.00000.0000.01.01.02.00000.01.01.02.00000.01.01.02.00000.01.01.02.00000.0000.01.01.02.00Jumlah Nilai Pekerjaan0.00.00.0Rencana Per 7 Harian( % )0.00.0Kumulatif Per 7 Harian( % )0.00.00.00.00.00.00.00.00.00.00.00.00.0000.00.00.00.00.00.00.0000.00.000.00.00.00.00.00.00.0Stamper11.75550.00.0000.00.000.00.00.0Masa Pemeliharaan 180 hari0000.00.00.00000.00.00.00000.00.00.00000.00.00.00000.00.00.00000.00.00.00000.00.00.00000.00.00.00000.00.00.00000.00.00.00000.00.00.00000.00.00.00000.00.00.00000.00.00.0000000

Jadwal (2)012.108698133253.479200561290.671858119294.4848588332

spekSPESIFIKASI TEKNIKNAMA KEGIATAN:PENYEMPURNAAN PASAR TRADISIONAL BALEHARJOJENIS KEGIATAN:PEMBUATAN GAPURALOKASI KEGIATAN:KECAMATAN PACITAN KABUPATEN PACITANTAHUN ANGGARAN:2009NoUraian Pekerjaan UtamaJenis bahanSumber asal bahanKuantitas bahanKualitas / Hasil UjiPeralatanKeteranganJenissat1234565671Pek. PondasiBatu Belah 15/20PacitanMollenunit/jamPasir PasangPacitanTruk/Dump trukunit/jamSemen Gresik 40 kgPacitanVibratorunit/jamPacitanPerlengk.setAlat Bantu ( Pacul, Ember, cetok, linggis, kasut kayu, sekop, dll )set2Pek. Beton BertulangSemen Gresik 40 kgPacitanBatu Pecah 2/3PacitanBesi Beton Tul. 12 mm Begel Tu. 6 mmPacitanPasir Beton ( Lokal )Pacitan3Pek. Pas. Batu bataSemen Gresik 40 kgPacitanBatu bataPacitanPasir PasangPacitan4Pek. Pelapis dindingSemen Gresik 40 kgPacitanPasir PasangPacitan5Pek. Kusen pintu JendelaKy. Jati 6/14Pacitan6Pek. Daun Pintu JendelaKy. Jati papan tebal 3 cmPacitanKaca Bening 5 mmPacitan4Pek. SeptiktankSemen Gresik 40 kgPacitanPasir PasangPacitanBesi Beton Tul. 12 mm Begel Tu. 6 mmPacitanPlat beton h= 10 cmGorong - gorong diamter 1 m jmh 3 bh4Pek. TanamanPohon Palm 14 buahPacitanTanama bunga 144 bhPacitanPacitan, 2010PENAWARCV. ANEKA CIPTAHJ. SRI DJANATIN, BADirektur

rkpREKAPITULASIKEGIATAN:PENYEMPURNAAN PASAR DAERAHPEKERJAAN:PEMBONGKARAN KIOS, URUGAN , TAMAN DAN POND. PAGAR & MUSHOLLA PASAR MINULYOLOKASI:KEC. PACITAN KAB. PACITANTHN ANGGARAN:2010NoUraian PekerjaanJumlah HargaRp.123APEKERJAAN BONGKARAN KIOS5,050,000.005.52BPEKERJAAN URUGKAN20,948,497.6322.88CPEKERJAAN PONDSI PAGAR15,192,094.1616.59DPEKERJAAN PONDASI MUSHOLLA , MCK DAN TEMPAT WUDLU39,063,842.4142.66EPEKERJAAN TAMAN11,311,671.6812.35JUMLAH91,566,105.88100.00PPN9,156,610.59JUMLAH TOTAL100,722,716.46DIBULATKAN100,722,000.0097,500,000.00(3,222,000.00)TERBILANG :Seratus Juta Tujuh Ratus Dua Puluh Dua Ribu Rupiah94,500.00PENAWARCV. ANEKA CIPTAHJ. SRI DJANATIN, BADirektur

rabRENCANA ANGGARAN BIAYAKEGIATAN:PENYEMPURNAAN PASAR DAERAHPEKERJAAN:PEMBONGKARAN KIOS, URUGAN , TAMAN DAN POND. PAGAR & MUSHOLLA PASAR MINULYOLOKASI:KEC. PACITAN KAB. PACITANTHN ANGGARAN:2010KONTRAK AWALNoUraian PekerjaanVolumeSatuanHargaJumlahRp.Rp.Rp1123456APEKERJAAN BONGKARAN KIOSIPekerjaan Persiapan1Pekerjaan Pos Direksi1.00Unit1,500,000.001,500,000.001,500,000.00IIPekerjaan Bongkaran1Pek. Bongkaran Atap Tembok1.00unit3,550,000.003,550,000.003,550,000.00JUMLAH A5,050,000.005,050,000.00BPEKERJAAN URUGKANIPekerjaan Persiapan1Pek. Urugan Pasir dan Pemadatan415.13m350,462.5020,948,497.6320,948,497.63JUMLAH B20,948,497.6320,948,497.63CPEKERJAAN PONDSI PAGARIPekerjaan Persiapan1Pek. Bowplank52.00m'7,500.00390,000.00390,000.00IIPekerjaan Tanah1Pek.Galian Tanah29.12m323,462.50683,228.002Pek.Urukan Tanah kembali7.28m37,819.5556,926.32740,154.32IIIPekerjaan Betonan1Pek. Sloof 15 x201.56m32,822,371.504,402,899.544,402,899.54IVPekerjaan Pasangan1Pek. Pasangan Pondasi 1 Pc : 5 Psr26.00m3332,272.508,639,085.008,639,085.00VPekerjaan Plesteran1Pek. Plesteran Beton 1 : 428.60m223,206.50663,705.902Pek. Siaran Pondasi15.60m222,836.50356,249.401,019,955.30JUMLAH C15,192,094.1615,192,094.16DPEKERJAAN PONDASI MUSHOLLA , MCK DAN TEMPAT WUDLUIPekerjaan Persiapan1Pek. Bouwplank74.50m'7,500.00558,750.00558,750.00IIPekerjaan Tanah1Pek. Galian Tanah93.87m323,462.502,202,424.882Pek. Urugan Pasir48.50m350,462.502,447,431.253Pek. Urugan Tanah kembali12.13m37,819.5594,851.144,744,707.27IIIPekerjaan Pasangan1Pek. Aanstamping10.43m3139,114.501,450,964.242Pek. Pasangan Pondasi 1 Pc : 5 Psr74.50m3332,272.5024,754,301.2526,205,265.49IVPekerjaan Betonan1Pek. Sloof 15 x 202.24m32,822,371.506,322,112.166,322,112.16VPekerjaan Septintank1Pek. Galian Tanah7.80m323,462.50183,007.502Pek. Gorong - gorong diameter 1 m ( terpasang )6.00m'150,000.00900,000.003Pek. Penutup Gorong - gorong3.00bh50,000.00150,000.001,233,007.50JUMLAH D39,063,842.4139,063,842.41EPEKERJAAN TAMANIPekerjaan Tanah1Pek. Galian5.50m323,462.50129,043.752Pek. Urugan Tanah86.40m339,385.003,402,864.003,531,907.75IIPekerjaan Pasangan1Pek. Pasangan Batu Merah 1 : 438.50m357,567.502,216,348.752Pek. Plesteran 1 : 426.95m223,206.50625,415.182,841,763.93IIIPekerjaan Tanaman1Pek. Tanaman Palem14.00bh75,000.001,050,000.002Pek. Tanaman Bunga144.00m227,000.003,888,000.004,938,000.00JUMLAH E11,311,671.6811,311,671.68JUMLAH91,566,105.8891,566,105.8894,500.00PENAWARCV. ANEKA CIPTAHJ. SRI DJANATIN, BADirektur

AN.SEDANGDAFTAR ANALISANama Kegiatan:PENYEMPURNAAN PASAR DAERAHJenis Kegiatan:PEMBONGKARAN KIOS, URUGAN , TAMAN DAN POND. PAGAR & MUSHOLLA PASAR MINULYOLokasi Pekerjaan:KEC. PACITAN KAB. PACITANTahun:201011m3Galian tanah biasa sedalam 1 m0.7500OhPekerja@30,000.0022,500.000.0250OhMandor@38,500.00962.5023,462.5021m3Keprasan Tanah0.4000OhPekerja@30,000.0012,000.000.0400OhMandor@38,500.001,540.000.0459jamExcavator@175,000.008,032.500.0jamDump truck@50,000.000.01.0000lsAlat bantu@2,500.002,500.0024,072.5031m3Urugan Kembali,0.2500OhPekerja@30,000.007,500.000.0083OhMandor@38,500.00319.557,819.5541m3Urugan Tanaha. Bahan1.2000M3Tanah urug@25,000.0030,000.0030,000.00b. Tenaga0.3000OhPekerja@30,000.009,000.000.0100OhMandor@38,500.00385.009,385.0039,385.0051m3Urugan Pasira. Bahan1.2000M3Pasir Urug@35,000.0042,000.0042,000.00b. Tenaga0.2500OhPekerja@30,000.007,500.000.0250OhMandor@38,500.00962.508,462.5050,462.5061m3Urugan sirtua. Bahan1.2000m3Sirtu@40,000.0048,000.0048,000.00b. Tenaga0.2500OhPekerja@30,000.007,500.000.0250OhMandor@38,500.00962.508,462.5056,462.5071m3Pasang Pondasi Batu Kali, 1 Pc : 5 Psa. Bahan1.2000M3Batu belah 15/20 cm@70,000.0084,000.003.4000ZakSemen portland@44,000.00149,600.000.5440M3Pasir Pasang@40,000.0021,760.00255,360.00b. Tenaga1.5000OhPekerja@30,000.0045,000.000.7500OhTukang batu@35,000.0026,250.000.0750OhKepala tukang@37,000.002,775.000.0750OhMandor@38,500.002,887.5076,912.50332,272.5081m3Pasang Pondasi batu kali, 1 Pc : 4 Pca. Bahan1.2000M3Batu belah 15/20 cm@70,000.0084,000.004.0750zakSemen portland@44,000.00179,300.000.5200M3Pasir pasang@40,000.0020,800.00284,100.00b. Tenaga1.5000OhPekerja@30,000.0045,000.000.6000OhTukang batu@35,000.0021,000.000.0600OhKepala tukang@37,000.002,220.000.0750OhMandor@38,500.002,887.5071,107.50355,207.5091m3Pasang Pondasi batu kali, 1 Pc : 3 Kp : 10 Psa. Bahan1.2000M3Batu belah 15/20 cm@70,000.0084,000.001.5250zakSemen portland@44,000.0067,100.000.1470M3Kapur pasang@200,000.0029,400.000.4920M3Pasir pasang@40,000.0019,680.00200,180.00b. Tenaga1.5000OhPekerja@30,000.0045,000.000.7500OhTukang batu@35,000.0026,250.000.0750OhKepala tukang@37,000.002,775.000.0750OhMandor@38,500.002,887.5076,912.50277,092.50101m3Pasang pondasi batu kosong/aanstampenga. Bahan1.2000M3Batu belah 15/20 cm@70,000.0084,000.000.4320M3Pasir urug@35,000.0015,120.0099,120.00b. Tenaga0.7800OhPekerja@30,000.0023,400.000.3900OhTukang batu@35,000.0013,650.000.0390OhKepala tukang@37,000.001,443.000.0390OhMandor@38,500.001,501.5039,994.50139,114.50111m2Pasangan bata merah tebal 1/2 bata, 1 Pc : 2 Psa. Bahan70.0000BhBatu merah@425.0029,750.000.4738zakSemen portland@44,000.0020,845.000.0380M3Pasir pasang@40,000.001,520.0052,115.00b. Tenaga0.3000OhPekerja@30,000.009,000.000.1000OhTukang batu@35,000.003,500.000.0100OhKepala tukang@37,000.00370.000.0150OhMandor@38,500.00577.5013,447.5065,562.50121m2Pasangan batu merah tebal 1/2 bata, 1 Pc : 4 Psa. Bahan70.0000BhBata merah@425.0029,750.000.2875zakSemen portland@44,000.0012,650.000.0430M3Pasir pasang@40,000.001,720.0044,120.00b. Tenaga0.3000OhPekerja@30,000.009,000.000.1000OhTukang batu@35,000.003,500.000.0100OhKepala tukang@37,000.00370.000.0150OhMandor@38,500.00577.5013,447.5057,567.50131m2Pasangan bata merah tebal 1/2 bata, 1 Pc : 3 Kp : 10 Psa. Bahan70.0000BhBata merah@425.0029,750.000.1125zakSemen portland@44,000.004,950.000.0500M3Pasir pasang@40,000.002,000.000.0150M3Kapur padam@200,000.003,000.0039,700.00b. Tenaga0.3000OhPekerja@30,000.009,000.000.1000OhTukang batu@35,000.003,500.000.0100OhKepala tukang@37,000.00370.000.0150OhMandor@38,500.00577.5013,447.5053,147.50141m2Pasangan batu merah tebal 1 bata, 1 Pc : 4 Psa. Bahan140.0000BhBata merah@425.0059,500.000.6638zakSemen portland@44,000.0029,205.000.0930M3Pasir pasang@40,000.003,720.0092,425.00b. Tenaga0.6000OhPekerja@30,000.0018,000.000.2000OhTukang batu@35,000.007,000.000.0200OhKepala tukang@37,000.00740.000.0300OhMandor@38,500.001,155.0026,895.00119,320.00151m2Pasangan bata merah tebal 1 bata, 3/4 Pc : 3 Kp : 10 Psa. Bahan140.0000BhBata merah@425.0059,500.000.2520zakSemen portland@44,000.0011,088.000.0250M3Pasir pasang@40,000.001,000.000.0270M3Kapur padam@200,000.005,400.0076,988.00b. Tenaga0.6000OhPekerja@30,000.0018,000.000.2000OhTukang batu@35,000.007,000.000.0200OhKepala tukang@37,000.00740.000.0300OhMandor@38,500.001,155.0026,895.00103,883.00161m2Pasang dinding roster batako ( 12X11X24 ) SPECI 1 Pc : 3 Psra. Bahan30.0000BhRoster@5,000.00150,000.000.3500zakSemen portland@44,000.0015,400.000.0320M3Pasir pasang@40,000.001,280.00166,680.00b. Tenaga0.3000OhPekerja@30,000.009,000.000.1000OhTukang batu@35,000.003,500.000.0100OhKepala tukang@37,000.00370.000.0150OhMandor@38,500.00577.5013,447.50180,127.50171m2Pasang dinding roster klingker (10 X20 )a. Bahan80.0000BhRoster klingker@5,000.00400,000.000.3200zakSemen portland@44,000.0014,080.000.0350M3Pasir pasang@40,000.001,400.00415,480.00b. Tenaga0.3000OhPekerja@30,000.009,000.000.1000OhTukang batu@35,000.003,500.000.0100OhKepala tukang@37,000.00370.000.0150OhMandor@38,500.00577.5013,447.50428,927.50181m2Plesteran 1 Pc : 2 Ps, tebal 15 mma. Bahan0.2556zakSemen portland@44,000.0011,246.400.0200M3Pasir pasang@40,000.00800.0012,046.40b. Tenaga0.3000OhPekerja@30,000.009,000.000.1500OhTukang batu@35,000.005,250.000.0150OhKepala tukang@37,000.00555.000.0150OhMandor@38,500.00577.5015,382.5027,428.90191m2Plesteran 1 Pc : 4 Ps, tebal 15 mma. Bahan0.1560zakSemen portland@44,000.006,864.000.0240M3Pasir pasang@40,000.00960.007,824.00b. Tenaga0.3000OhPekerja@30,000.009,000.000.1500OhTukang batu@35,000.005,250.000.0150OhKepala tukang@37,000.00555.000.0150OhMandor@38,500.00577.5015,382.5023,206.50201m2Plesteran 1 Pc : 3 Kp : 10 Ps, tebal 15 mma. Bahan0.0460zakSemen portland@44,000.002,024.000.0060M3Kapur padam@200,000.001,200.000.0140M3Pasir pasang@40,000.00560.003,784.00b. Tenaga0.2000OhPekerja@30,000.006,000.000.1500OhTukang batu@35,000.005,250.000.0150OhKepala tukang@37,000.00555.000.0100OhMandor@38,500.00385.0012,190.0015,974.00211m2Plesteran siar adukan 1 PC : 2 PSa. Bahan0.1585zakSemen portland@44,000.006,974.000.0120M3Pasir pasang@40,000.00480.007,454.00b. Tenaga0.3000OhPekerja@30,000.009,000.000.1500OhTukang batu@35,000.005,250.000.0150OhKepala tukang@37,000.00555.000.0150OhMandor@38,500.00577.5015,382.5022,836.50221m3Pasangan Batako 10x20x40a. Bahan125.0000BhBatako@2,500.00312,500.003.1500ZakSemen PC@44,000.00138,600.000.3330M3Pasir pasang@40,000.0013,320.00464,420.00b. Tenaga4.5000OhPekerja@30,000.00135,000.000.1500OhTukang batu@35,000.005,250.000.0150OhKepala tukang@37,000.00555.000.2250OhMandor@38,500.008,662.50149,467.50613,887.50231m2Pasang Paving Stonea. Bahan1.0000M2Paving Stone@35,000.0035,000.000.1300M3Pasir pasang@40,000.005,200.0040,200.00b. Tenaga0.2500OhPekerja@30,000.007,500.000.2500OhTukang batu@35,000.008,750.000.0250OhKepala tukang@37,000.00925.000.0500OhMandor@38,500.001,925.0019,100.0059,300.00241m'Pas. Saluran Air Buis Beton U 20 cm0.1000M3Galian Tanah@23,462.502,346.250.0300M3Urugan Pasir@50,462.501,513.880.6000M2Pas. Bata 1 : 2@65,562.5039,337.501.0000M2Plesteran 1 : 2@27,428.9027,428.901.0000BhBuis Beton U 20@20,000.0020,000.0090,626.53251m'Pas. Saluran Air Buis Beton U 30 cm0.1500M3Galian Tanah@23,462.503,519.380.0500M3Urugan Pasir@50,462.502,523.130.6000M2Pas. Bata 1 : 2@65,562.5039,337.501.0000M2Plesteran 1 : 2@27,428.9027,428.901.0000BhBuis Beton U 30@30,000.0030,000.00102,808.90261m3Pasang kusen pintu dan jendela kayu jatia. Bahan1.2000M3Kayu jati, balok@8,112,000.009,734,400.001.2500KGPaku 10 cm@14,000.0017,500.001.0000KGLem kayu@14,000.0014,000.009,765,900.00b. Tenaga6.0000OhPekerja@30,000.00180,000.0018.0000OhTukang kayu@35,000.00630,000.001.8000OhKepala tukang@37,000.0066,600.000.3000OhMandor@38,500.0011,550.00888,150.0010,654,050.00271m2Pasang jalusi kusen kayu kampera. Bahan0.0600M3Kayu kamper, papan@6,250,000.00375,000.000.1500KgPaku Biasa 1/2" - 1 "14,000.002,100.00377,100.00b. Tenaga0.6700OhPekerja@30,000.0020,100.002.0000OhTukang kayu@35,000.0070,000.000.2000OhKepala tukang@37,000.007,400.000.3350OhMandor@38,500.0012,897.50110,397.50487,497.50281m2Pasang jalusi kusen kayu jatia. Bahan0.0200M3Kayu jati, papan@8,112,000.00162,240.000.1500KgPaku Biasa 1/2" - 1 "14,000.002,100.00164,340.00b. Tenaga0.5000OhPekerja@30,000.0015,000.002.0000OhTukang kayu@35,000.0070,000.000.2000OhKepala tukang@37,000.007,400.000.0250OhMandor@38,500.00962.5093,362.50257,702.50291m3Pasang kusen pintu dan jendela kayu kampera. Bahan1.2000M3Kayu kamper, balok@6,250,000.007,500,000.001.2500KGPaku 10 cm@14,000.0017,500.001.0000KGLem kayu@14,000.0014,000.007,531,500.00b. Tenaga6.0000OhPekerja@30,000.00180,000.0018.0000OhTukang kayu@35,000.00630,000.002.0000OhKepala tukang@37,000.0074,000.000.3000OhMandor@38,500.0011,550.00895,550.008,427,050.00301m2Pasang pintu panel kayu jatia. Bahan0.0400M3Kayu jati, papan@8,112,000.00324,480.000.5000KGLem kayu@14,000.007,000.00331,480.00b. Tenaga1.0000OhPekerja@30,000.0030,000.003.0000OhTukang kayu@35,000.00105,000.000.3000OhKepala tukang@37,000.0011,100.000.0500OhMandor@38,500.001,925.00148,025.00479,505.00311m2Pasang pintu dan jendela kaca kayu jatia. Bahan0.0240M3Kayu jati, papan@8,112,000.00194,688.000.3000KGlem kayu@14,000.004,200.00198,888.00b. Tenaga0.8000OhPekerja@30,000.0024,000.002.4000OhTukang kayu@35,000.0084,000.000.2400OhKepala tukang@37,000.008,880.000.0400OhMandor@38,500.001,540.00118,420.00317,308.00321m2Pasang pintu dan jendela kaca kayu kampera. Bahan0.0240M3Kayu kamper, papan@6,250,000.00150,000.000.3000KGlem kayu@14,000.004,200.00154,200.00b. Tenaga0.8000OhPekerja@30,000.0024,000.002.4000OhTukang kayu@35,000.0084,000.000.2400OhKepala tukang@37,000.008,880.000.0400OhMandor@38,500.001,540.00118,420.00272,620.00331m2Pasang pintu teakwood rangkap, rangka kayu jatia. Bahan0.0250M3Kayu jati, papan@8,112,000.00202,800.000.3000KgPaku biasa 1/2 "-1"@14,000.004,200.000.3000LtLem kayu@14,000.004,200.001.0000m2Teakwood 4mm ( 90 x 220 )@35,000.0035,000.00246,200.00b. Tenaga0.8000OhPekerja@30,000.0024,000.002.4000OhTukang kayu@35,000.0084,000.000.2400OhKepala tukang@37,000.008,880.000.0400OhMandor@38,500.001,540.00118,420.00364,620.00341m2Pasang pintu teakwood rangkap, rangka kayu kampera. Bahan0.0250M3Kayu kamper, papan@6,250,000.00156,250.000.0300KgPaku biasa 1/2"-1"@14,000.00420.000.3000LtLem kayu@14,000.004,200.001.0000m2Teakwood 4mm ( 90 x 220 ) cm@35,000.0035,000.00195,870.00b. Tenaga0.6000OhPekerja@30,000.0018,000.000.8260OhTukang kayu@35,000.0028,910.000.0800OhKepala tukang@37,000.002,960.000.0170OhMandor@38,500.00654.5050,524.50246,394.50351m3Pasang konstruksi kuda - kuda kayu jatia. Bahan1.1000M3Kayu jati, balok@8,112,000.008,923,200.0015.0000KgBesi strip@13,000.00195,000.005.6000KgPaku biasa 12 cm@14,000.0078,400.009,196,600.00b. Tenaga4.0000OhPekerja@30,000.00120,000.0012.0000OhTukang kayu@35,000.00420,000.001.2000OhKepala tukang@37,000.0044,400.000.2000OhMandor@38,500.007,700.00592,100.009,788,700.00361m3Pasang konstruksi kuda - kuda kayu Akasiaa. Bahan1.1000M3Kayu Akasia, balok@2,600,000.002,860,000.0015.0000KgBesi strip@13,000.00195,000.008.0000KgPaku biasa 2" - 5"@14,000.00112,000.003,167,000.00b. Tenaga4.0000OhPekerja@30,000.00120,000.0012.0000OhTukang kayu@35,000.00420,000.001.2000OhKepala tukang@37,000.0044,400.000.2000OhMandor@38,500.007,700.00592,100.003,759,100.00371m3Pasang konstruksi Gording , Nook kayu Akasiaa. Bahan1.1000M3Kayu Akasia, balok@2,600,000.002,860,000.0015.0000KgBesi strip@13,000.00195,000.003.0000KgPaku 12 cm@14,000.0042,000.003,097,000.00b. Tenaga2.4000OhPekerja@30,000.0072,000.007.2000OhTukang kayu@35,000.00252,000.000.7200OhKepala tukang@37,000.0026,640.000.1200OhMandor@38,500.004,620.00355,260.003,452,260.00381m2Pasang Usuk + reng genteng Flumpress kayu Kruinga. Bahan0.0176m3Kayu Kruing@5,500,000.0096,800.000.1500kgPaku 5 cm dan 10 cm@14,000.002,100.0098,900.00b. Tenaga0.1000OhPekerja@30,000.003,000.000.1000OhTukang kayu@35,000.003,500.000.0100OhKepala tukang@37,000.00370.000.0050OhMandor@38,500.00192.507,062.50105,962.500.0105391m2Pasang usuk baru + Reng baru genteng Flumpress / KP kayu akasiaa. Bahan0.0071m3reng Kayu akasia 2/3@2,500,000.0017,750.000.0105m3usuk Kayu akasia 5/7@2,500,000.0026,250.000.1500kgPaku biasa 2" - 5"@14,000.002,100.0046,100.00b. Tenaga0.1000OhPekerja@30,000.003,000.000.1000OhTukang kayu@35,000.003,500.000.0100OhKepala tukang@37,000.00370.000.0050OhMandor@38,500.00192.507,062.5053,162.50401m2Pasang usuk baru genteng Flumpress / KP kayu akasiaa. Bahan0.0071m3reng Kayu akasia@0.00.01760.0105m3usuk Kayu akasia@2,500,000.0026,250.000.01760.1500kgPaku biasa 2" - 5"@14,000.002,100.000.028,350.00b. Tenaga0.1000OhPekerja@30,000.003,000.000.1000OhTukang kayu@35,000.003,500.000.0100OhKepala tukang@37,000.00370.000.0050OhMandor@38,500.00192.507,062.5035,412.50411m2Pasang reng baru genteng Flumpress / KP kayu akasiaa. Bahan0.0071m3reng Kayu akasia@2,500,000.0017,750.000.0105m3usuk Kayu akasia@0.00.1500kgPaku biasa 2" - 5"@14,000.002,100.0019,850.00b. Tenaga0.1000OhPekerja@30,000.003,000.000.1000OhTukang kayu@35,000.003,500.000.0100OhKepala tukang@37,000.00370.000.0050OhMandor@38,500.00192.507,062.5026,912.50421m2Pasang Kaso + reng genteng betona. Bahan0.0212m3Kayu kruing@5,500,000.00116,600.000.2500kgPaku biasa 2" - 5"@14,000.003,500.00120,100.00b. Tenaga0.1000OhPekerja@30,000.003,000.000.1000OhTukang kayu@35,000.003,500.000.0100OhKepala tukang@37,000.00370.000.0050OhMandor@38,500.00192.507,062.50127,162.50431m'Pasang lisplang ukuran ( 3 x 20 ) cm, kayu jatia. Bahan0.0180M3Kayu jati, papan@8,112,000.00146,016.000.1000KgPaku biasa 2" - 5"@14,000.001,400.00147,416.00b. Tenaga0.1000OhPekerja@30,000.003,000.000.2000OhTukang kayu@35,000.007,000.000.0250OhKepala tukang@37,000.00925.000.0050OhMandor@38,500.00192.5011,117.50158,533.50441m'Pasang lisplang ukuran ( 3 x 20 ) cm, kayu Akasiaa. Bahan0.0180M3Kayu akasia, papan@2,600,000.0046,800.000.1000KgPaku biasa 2" - 5"@14,000.001,400.0048,200.00b. Tenaga0.1000OhPekerja@30,000.003,000.000.2000OhTukang kayu@35,000.007,000.000.0250OhKepala tukang@37,000.00925.000.0050OhMandor@38,500.00192.5011,117.5059,317.50451m'Pasang lisplang ukuran ( 3 x 30 ) cm, kayu jatia. Bahan0.0110M3Kayu jati, papan@8,112,000.0089,232.000.0500KgPaku biasa 2" - 5"@14,000.00700.0089,932.00b. Tenaga0.1100OhPekerja@30,000.003,300.000.2200OhTukang kayu@35,000.007,700.000.0220OhKepala tukang@37,000.00814.000.0050OhMandor@38,500.00192.5012,006.50101,938.50461m'Pasang lisplang ukuran ( 3 x 30 ) cm, kayu Akasiaa. Bahan0.0110M3Kayu Akasia, papan@2,600,000.0028,600.000.0500KgPaku biasa 2" - 5"@14,000.00700.0029,300.00b. Tenaga0.1100OhPekerja@30,000.003,300.000.2200OhTukang kayu@35,000.007,700.000.0220OhKepala tukang@37,000.00814.000.0050OhMandor@38,500.00192.5012,006.5041,306.50471m'Pasang list plafond, Gypsuma. Bahan1.0500M'List Gypsum@7,500.007,875.000.1500KGTepung Gipsun@12,000.001,800.009,675.00b. Tenaga0.0600OhPekerja@30,000.001,800.000.0600OhTukang kayu@35,000.002,100.000.0060OhKepala tukang@37,000.00222.000.0030OhMandor@38,500.00115.504,237.5013,912.50471m2Langit-langit Rangka ( 1,00x 1,00 ) m, kayu sengon, rangka lama asbes barua. Bahan0.0154M3Kayu sengon@1,910,000.0029,414.000.2000KgPaku 7-10 cm@14,000.002,800.001.1000M2Harplek@12,000.0013,200.000.0500KgPaku triplek@20,000.001,000.0046,414.00b. Tenaga0.1500OhPekerja@30,000.004,500.000.3000OhTukang kayu@35,000.0010,500.000.0300OhKepala tukang@37,000.001,110.000.0750OhMandor@38,500.002,887.5018,997.5065,411.50481m'Pasang list plafond, kayu profila. Bahan1.0500M'kayu profil@2,500.002,625.000.0100KGPaku@14,000.00140.002,765.00b. Tenaga0.0500OhPekerja@30,000.001,500.000.0500OhTukang kayu@35,000.001,750.000.0050OhKepala tukang@37,000.00185.000.0250OhMandor@38,500.00962.504,397.507,162.50491m2Langit-langit Rangkak ( 1,00x 1,00 ) m, kayu sengon baru, rangka barua. Bahan0.0154M3Kayu sengon@1,910,000.0029,414.000.2000KgPaku 7-10 cm@14,000.002,800.0032,214.00b. Tenaga0.0500OhPekerja@30,000.001,500.000.0500OhTukang kayu@35,000.001,750.000.0050OhKepala tukang@37,000.00185.000.0250OhMandor@38,500.00962.504,397.5036,611.5054,274.50501m2Langit-langit Kalsiboarda. Bahan1.1000M2Kalsiboard@14,000.0015,400.000.0500KgPaku triplek@14,000.00700.0016,100.00b. Tenaga0.0300OhPekerja@30,000.00900.000.0700OhTukang kayu@35,000.002,450.000.0070OhKepala tukang@37,000.00259.000.0040OhMandor@38,500.00154.003,763.0019,863.00511m2Langit-langit harpleka. Bahan1.1000M2Harplek@12,000.0013,200.000.0500KgPaku triplek@14,000.00700.0013,900.00b. Tenaga0.0300OhPekerja@30,000.00900.000.0700OhTukang kayu@35,000.002,450.000.0070OhKepala tukang@37,000.00259.000.0040OhMandor@38,500.00154.003,763.0017,663.00521m3Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr ( rabat )a. Bahan5.4500zakSemen portland@44,000.00239,800.000.5200M3Pasir beton@225,000.00117,000.000.8700M3Koral beton@175,000.00152,250.00509,050.00b. Tenaga1.6500OhPekerja@30,000.0049,500.000.2500OhTukang batu@35,000.008,750.000.0250OhKepala tukang@37,000.00925.000.0800OhMandor@38,500.003,080.0062,255.00571,305.00531m2Pasang atap genteng kodok / Type KP lamaa. Bahan25.0000BhGenteng kodok/KP@0.00.00.0b. Tenaga0.1500OhPekerja@30,000.004,500.000.0750OhTukang kayu@35,000.002,625.000.0080OhKepala tukang@37,000.00296.000.0080OhMandor@38,500.00308.007,729.007,729.00541m2Pasang atap genteng kodok / Type KP barua. Bahan25.0000BhGenteng kodok/KP@1,250.0031,250.0031,250.00b. Tenaga0.1500OhPekerja@30,000.004,500.000.0750OhTukang kayu@35,000.002,625.000.0080OhKepala tukang@37,000.00296.000.0080OhMandor@38,500.00308.007,729.0038,979.00551m2Pasang atap Genteng Plentonga. Bahan25.0000BhGenteng Plentong@1,400.0035,000.0035,000.00b. Tenaga0.1500OhPekerja@30,000.004,500.000.0750OhTukang kayu@35,000.002,625.000.0080OhKepala tukang@37,000.00296.000.0080OhMandor@38,500.00308.007,729.0042,729.00561m2Pasang atap genteng Flum presa. Bahan25.0000BhGenteng flumpres@700.0017,500.0017,500.00b. Tenaga0.1500OhPekerja@30,000.004,500.000.0750OhTukang kayu@35,000.002,625.000.0080OhKepala tukang@37,000.00296.000.0080OhMandor@38,500.00308.007,729.0025,229.00571m2Pasang atap genteng betona. Bahan11.0000BhGenteng beton@3,000.0033,000.0033,000.00b. Tenaga0.1500OhPekerja@30,000.004,500.000.0600OhTukang kayu@35,000.002,100.000.0060OhKepala tukang@37,000.00222.000.0080OhMandor@38,500.00308.007,130.0040,130.00581m2Pasang atap genteng GLAZURa. Bahan18.0000BhGlazur@4,500.0081,000.0081,000.00b. Tenaga0.1500OhPekerja@30,000.004,500.000.0600OhTukang kayu@35,000.002,100.000.0060OhKepala tukang@37,000.00222.000.0080OhMandor@38,500.00308.007,130.0088,130.00591m'Pasang bubung genteng Plentonga. Bahan5.0000BhGenteng bubung Plentong@5,000.0025,000.000.2000zakSemen Portland@44,000.008,800.000.0320m3Pasir pasang@40,000.001,280.0035,080.00b. Tenaga0.4000OhPekerja@30,000.0012,000.000.2000OhTukang kayu@35,000.007,000.000.0200OhKepala tukang@37,000.00740.000.0020OhMandor@38,500.0077.0019,817.0054,897.00601m'Pasang bubung genteng kodok / type KP / Flumpressa. Bahan5.0000BhGenteng bubung KP@5,000.0025,000.000.2000zakSemen Portland@44,000.008,800.000.0320m3Pasir pasang@40,000.001,280.0035,080.00b. Tenaga0.4000OhPekerja@30,000.0012,000.000.2000OhTukang kayu@35,000.007,000.000.0200OhKepala tukang@37,000.00740.000.0020OhMandor@38,500.0077.0019,817.0054,897.00611m'Pasang bubung genteng betona. Bahan4.0000BhGenteng bubung beton@5,000.0020,000.000.2000zakSemen Portland@44,000.008,800.000.0320m3Pasir pasang@40,000.001,280.0030,080.00b. Tenaga0.4000OhPekerja@30,000.0012,000.000.2000OhTukang kayu@35,000.007,000.000.0200OhKepala tukang@37,000.00740.000.0020OhMandor@38,500.0077.0019,817.0049,897.00621m'Pasang bubung asbes gelombanga. Bahan1.0000BhBubungan asbes@25,000.0025,000.006.0000BhPaku skrup@20,000.00120,000.00145,000.00b. Tenaga0.2500OhPekerja@30,000.007,500.000.2500OhTukang kayu@35,000.008,750.000.0300OhKepala tukang@37,000.001,110.0017,360.00162,360.00631m2Pasang atap asbes gelombanga. Bahan0.3500LbrAsbes Gelombang@60,000.0021,000.000.1200kgPaku pancing 60x 230@14,000.001,680.0022,680.00b. Tenaga0.1400OhPekerja@30,000.004,200.000.0700OhTukang kayu@35,000.002,450.000.0070OhKepala tukang@37,000.00259.000.0070OhMandor@38,500.00269.507,178.5029,858.50641m2Pasang atap seng gelombanga. Bahan1.0000m2Seng Gelombang@40,000.0040,000.004.0000bjPaku biasa 1/2" - 1"@700.002,800.0042,800.00b. Tenaga0.1500OhPekerja@30,000.004,500.000.2000OhTukang kayu@35,000.007,000.000.0200OhKepala tukang@37,000.00740.00OhMandor@38,500.000.012,240.0055,040.0065Memasang 1 buah kloset jongkok porselena. Bahan1.0000bhKloset jongkok porselen@120,000.00120,000.000.1500zakSement Portland@44,000.006,600.000.0100m3Pasir pasang@40,000.00400.00127,000.00b. Tenaga1.0000OhPekerja@30,000.0030,000.001.5000OhTukang batu@35,000.0052,500.000.3000OhKepala tukang@37,000.0011,100.000.1600OhMandor@38,500.006,160.0099,760.00226,760.0066Memasang 1 buah kloset duduka. Bahan1.0000bhKloset duduk@1,000,000.001,000,000.000.0600hkPerlengkapan@60,000.003,600.001,003,600.00b. Tenaga3.3000OhPekerja@30,000.0099,000.001.1000OhTukang batu@35,000.0038,500.000.0010OhKepala tukang@37,000.0037.000.1600OhMandor@38,500.006,160.00143,697.001,147,297.0067Memasang 1 buah wastafela. Bahan1.0000bhWastafel@350,000.00350,000.000.1200hwPerlengkapan@42,000.005,040.000.1500zakSemen abu-abu@44,000.006,600.000.0100m3Pasir pasang@3,500.0035.00361,675.00b. Tenaga1.2000OhPekerja@30,000.0036,000.001.4500OhTukang batu@35,000.0050,750.000.1500OhKepala tukang@37,000.005,550.000.1000OhMandor@38,500.003,850.0096,150.00457,825.00681m2Pasang Rolling doora. Bahan1.0000m2Rolling door@300,000.00300,000.00300,000.00b. Tenaga1.0000OhTukang besi konstruksi@35,000.0035,000.001.0000OhPekerja@30,000.0030,000.000.0100OhKepala tukang@37,000.00370.000.0500OhMandor@38,500.001,925.0067,295.00367,295.00691m'Pasang talang senga. Bahan1.1000m2Seng plat@40,000.0044,000.000.0150kgPaku biasa 1/2" - 1"@700.0010.500.0190m3Kayu akasia, papan@2,600,000.0049,400.000.3000kgMeni besi@15,000.004,500.0097,910.50b. Tenaga0.0400OhPekerja@30,000.001,200.000.4000OhTukang kayu@35,000.0014,000.000.0250OhKepala tukang@37,000.00925.000.0013OhMandor@38,500.0050.0516,175.05114,085.55701m2Pasang kaca tebal 5 mma. Bahan1.1000m2Kaca@60,000.0066,000.0066,000.00b. Tenaga0.0150OhPekerja@30,000.00450.000.1500OhTukang kayu@35,000.005,250.000.0150OhKepala tukang@37,000.00555.000.00075OhMandor@38,500.0028.886,283.8872,283.88711m2Pasang kaca Es tebal 5 mma. Bahan1.1000m2Kaca Es@80,000.0088,000.0088,000.00b. Tenaga0.0150OhPekerja@30,000.00450.000.1500OhTukang kayu@35,000.005,250.000.0150OhKepala tukang@37,000.00555.000.00075OhMandor@38,500.0028.886,283.8894,283.88721m2Pasang lantai abu -abu ukuran 20 x 20 cma. Bahan26.5000bhTegel abu-abu@1,050.0027,825.000.2600zakSement portland@44,000.0011,440.000.0450m3Pasir pasang@40,000.001,800.0041,065.00b. Tenaga0.2700OhPekerja@30,000.008,100.000.1350OhTukang batu@35,000.004,725.000.0140OhKepala tukang@37,000.00518.000.0140OhMandor@38,500.00539.0013,882.0054,947.00731m2Pasang lantai parquet jatia. Bahan1.0500m2Parquet jati@0.00.6000kgLem Vinyl@0.00.0b. Tenaga0.6500OhPekerja@30,000.0019,500.000.3500OhTukang@35,000.0012,250.000.0350OhKepala tukang@37,000.001,295.000.0325OhMandor@38,500.001,251.2534,296.2534,296.25741m2Pasang lantai keramik 30 X30a. Bahan1.0688m2Keramik 30X30 cm@35,000.0037,408.000.2500zakSement portland@37,000.009,250.000.0420m3Pasir pasang@40,000.001,680.001.5000kgSemen warna@10,800.0016,200.0064,538.00b. Tenaga0.7000OhPekerja@30,000.0021,000.000.3500OhTukang batu@35,000.0012,250.000.0350OhKepala tukang@37,000.001,295.000.0350OhMandor@38,500.001,347.5035,892.50100,430.50751m2Pasang lantai keramik 40 x 40a. Bahan1.0688m2Keramik 40 x 40 cm@42,000.0044,889.600.2500kgSement portland@37,000.009,250.000.0420m3Pasir pasang@40,000.001,680.001.5000kgSemen warna@10,800.0016,200.0072,019.60b. Tenaga0.7000OhPekerja@30,000.0021,000.000.3500OhTukang batu@35,000.0012,250.000.0350OhKepala tukang@37,000.001,295.000.0350OhMandor@38,500.001,347.5035,892.50107,912.10761m2Pasang dinding keramik 20 x 25a. Bahan1.0688m2Keramik 20X25 cm@38,000.0040,614.400.2500zakSement portland@37,000.009,250.000.0420m3Pasir pasang@40,000.001,680.001.5000kgSemen warna10,800.0016,200.0067,744.40b. Tenaga0.7000OhPekerja@30,000.0021,000.000.3500OhTukang batu@35,000.0012,250.000.0350OhKepala tukang@37,000.001,295.000.0350OhMandor@38,500.001,347.5035,892.50103,636.90771m2Pasang dinding batu tempela. Bahan1.1000m2Batu tempel@135,000.00148,500.000.2938zakSement portland@37,000.0010,868.750.0350m3Pasir pasang@40,000.001,400.00160,768.75b. Tenaga0.7000OhPekerja@30,000.0021,000.000.3500OhTukang batu@35,000.0012,250.000.0350OhKepala tukang@37,000.001,295.000.0350OhMandor@38,500.001,347.5035,892.50196,661.25781m2Pengecatan kayu lamaa. Bahan0.1500kgPlamir@15,000.002,250.000.1700kgCat dasar@18,000.003,060.000.1700kgCat penutup 2x@40,000.006,800.0012,110.00b. Tenaga0.0700OhPekerja@30,000.002,100.000.0750OhTukang cat@35,000.002,625.000.0075OhKepala tukang@37,000.00277.500.0025OhMandor@38,500.0096.255,098.7517,208.75791m2Pengecatan kayu barua. Bahan0.2000kgMeni@15,000.003,000.000.1500kgPlamir@15,000.002,250.000.1700kgCat dasar@18,000.003,060.000.2600kgCat penutup 2 x@40,000.0010,400.0018,710.00b. Tenaga0.0700OhPekerja@30,000.002,100.000.0090OhTukang cat@35,000.00315.000.0600OhKepala tukang@37,000.002,220.000.0025OhMandor@38,500.0096.254,731.2523,441.25801m2Pekerjaan PolituranMendempul dan menggosok kayua. Bahan0.0800kgDempul@15,000.001,200.000.0200ltrMinyak cat@13,000.00260.000.0100kgBatu Apung@18,500.00185.001,645.00b. Tenaga0.0400OhPekerja@30,000.001,200.000.0400OhTukang cat@35,000.001,400.000.0040OhKepala tukang@37,000.00148.000.0025OhMandor@38,500.0096.252,844.254,489.25Pelaburana. Bahan0.1500ltrThinner A@13,000.001,950.000.3720ltrPolitur jadi@40,000.0014,880.002.0000lbrAmpelas@3,500.007,000.0023,830.00b. Tenaga0.0600OhTukang cat@35,000.002,100.000.0160OhKepala tukang@37,000.00592.000.0025OhMandor@38,500.0096.252,788.2526,618.25Harga Pekerjaan Polituran 1 m2 adalah=4,489.25+26,618.2531,107.50811m2Pek. Peliturana. Bahan0.5220ltrPlitur@40,000.0020,880.002.0000lbrAmplas@3,500.007,000.0027,880.00b. Tenaga0.0600OhTukang cat@30,000.001,800.000.0160OhKepala tukang@35,000.00560.000.0025OhMandor@37,000.0092.502,452.5030,332.50821m2Pengecatan tembok barua. Bahan0.1000kgPlamir@15,000.001,500.000.1000kgCat dasar@12,000.001,200.000.2600kgCat penutup 2 x@15,000.003,900.006,600.00b. Tenaga0.0200OhPekerja@30,000.00600.000.0630OhTukang cat@35,000.002,205.000.0063OhKepala tukang@37,000.00233.100.0025OhMandor@38,500.0096.253,134.359,734.35831m2Cat eternit baru1.5000xcat tembok baru1.59,734.3514,601.5314,601.53841m2Pengecatan tembok ulanga. Bahan0.1200kgCat dasar@12,000.001,440.000.1800kgCat penutup 2 x@15,000.002,700.004,140.00b. Tenaga0.0280OhPekerja@30,000.00840.000.0420OhTukang cat@35,000.001,470.000.0042OhKepala tukang@37,000.00155.400.0025OhMandor@38,500.0096.252,561.656,701.65851m2Cat eternit ulang1.5000xcat tembok ulang1.56,701.6510,052.4810,052.48861bhPasang door stopa. Bahan1.0000BhDoor stop@25,000.0025,000.0025,000.00b. Tenaga0.0100OhPekerja@30,000.00300.000.1000OhTukang kayu@35,000.003,500.000.0100OhKepala tukang@37,000.00370.000.0005OhMandor@38,500.0019.254,189.2529,189.25871bhPasang door closera. Bahan1.0000BhDoor closer@100,000.00100,000.00100,000.00b. Tenaga0.0500OhPekerja@30,000.001,500.000.5000OhTukang kayu@35,000.0017,500.000.0500OhKepala tukang@37,000.001,850.000.0025OhMandor@38,500.0096.2520,946.25120,946.25881bhPasang Grendel jendelaa. Bahan1.0000BhGrendel jendela@5,000.005,000.005,000.00b. Tenaga0.1500OhPekerja@30,000.004,500.000.1500OhTukang kayu@35,000.005,250.000.0150OhKepala tukang@37,000.00555.000.00750OhMandor@38,500.00288.7510,593.7515,593.75891bhPasang kait angina. Bahan1.0000BhKait angin@5,000.005,000.005,000.00b. Tenaga0.1500OhPekerja@30,000.004,500.000.1500OhTukang kayu@35,000.005,250.000.0150OhKepala tukang@37,000.00555.000.00750OhMandor@38,500.00288.7510,593.7515,593.75901bhPasang Pegangan jendelaa. Bahan1.0000BhPegangan jendela@5,500.005,500.005,500.00b. Tenaga0.1500OhPekerja@30,000.004,500.000.1500OhTukang kayu@35,000.005,250.000.0150OhKepala tukang@37,000.00555.000.00750OhMandor@38,500.00288.7510,593.7516,093.75911bhPasang engsel jendelaa. Bahan1.0000BhEngsel Jendela@5,500.005,500.005,500.00b. Tenaga0.0100OhPekerja@30,000.00300.000.1000OhTukang kayu@35,000.003,500.000.0100OhKepala tukang@37,000.00370.000.00050OhMandor@38,500.0019.254,189.259,689.25921bhPasang Pegangan pintua. Bahan1.0000BhPegangan pintu@35,000.0035,000.0035,000.00b. Tenaga0.0150OhPekerja@30,000.00450.000.1500OhTukang kayu@35,000.005,250.000.0150OhKepala tukang@37,000.00555.000.00075OhMandor@38,500.0028.886,283.8841,283.88931bhPasang Grendel pintua. Bahan1.0000BhGrendel pintu@5,000.005,000.005,000.00b. Tenaga0.0150OhPekerja@30,000.00450.000.1500OhTukang kayu@35,000.005,250.000.0150OhKepala tukang@37,000.00555.000.00075OhMandor@38,500.0028.886,283.8811,283.88941bhPasang engsel pintua. Bahan1.0000BhEngsel pintu@6,500.006,500.006,500.00b. Tenaga0.0150OhPekerja@30,000.00450.000.1500OhTukang kayu@35,000.005,250.000.0150OhKepala tukang@37,000.00555.000.00075OhMandor@38,500.0028.886,283.8812,783.88951bhPasang kunci tanama. Bahan1.0000BhKunci tanam@70,000.0070,000.0070,000.00b. Tenaga0.0100OhPekerja@30,000.00300.000.5000OhTukang kayu@35,000.0017,500.000.0100OhKepala tukang@37,000.00370.000.00500OhMandor@38,500.00192.5018,362.50Kg. besi/ljr = (0.25*3.14*7850kg/m3*12m)* dia^288,362.501,000,000.00Kg. besi/ljr = (0.25*3.14*7850kg/m3*12m)* dia^2961 m' Papan Kompres Lapis Seng0.150m' seng BJLS 30@40,000.006,000.000.002Rangka kruing@5,500,000.0011,000.000.100kg paku@14,000.001,400.000.125tukang kayu@35,000.004,375.000.050pekerja@30,000.001,500.000.004mandor@38,500.00154.0024,429.00971m'Pengukuran dan Pas Bauwplaka. Bahan0.0120m3Kayu 5 / 7@1,910,000.0022,920.000.0200zakPaku biasa@14,000.00280.000.0070m3Kayu papan@1,910,000.0013,370.0036,570.00b. Tenaga0.1000OhPekerja@30,000.003,000.000.1000OhTukang kayu@35,000.003,500.000.0100OhKepala tukang@37,000.00370.000.0050OhMandor@38,500.00192.507,062.5043,632.50981 m2 Pembersihan LapanganTenaga0.1000OhPekerja@30,000.003,000.000.0050OhMandor@38,500.00192.503,192.50991 M3 Bongkaran Dinding Tembok bata merahTenaga2.6600OhPekerja@30,000.0079,800.000.1250OhMandor@38,500.004,812.5084,612.501001 m2 DINDING PARTISI0.0080M2 Kayu Kruing@2,600,000.0020,800.002.2000M2 Triplek@22,000.0048,400.000.0200Kg Paku@14,000.00280.0069,480.000.1800Mandor@38,500.006,930.000.3600Pekerja@30,000.0010,800.0017,730.0087,210.001011m3Membuat beton bertulang 1 Pc : 2 Ps : 3 Kr ( 150 kg besi + begesting ) menggunakan pasir lokala. Bahan0.2000m3Kayu begesting@1,910,000.00382,000.001.5000kgPaku biasa 2" - 5"@20,000.0030,000.000.4000LtrMinyak begesting@6,000.002,400.00157.5000kgBesi beton polos@10,000.001,575,000.002.2500kgKawat beton@13,000.0029,250.008.4000zakSemen portland@44,000.00369,600.000.5400M3Pasir beton lokal@40,000.0021,600.000.8100M3Koral beton@175,000.00141,750.002,551,600.00b. Tenaga5.3000OhPekerja@30,000.00159,000.000.2750OhTukang batu@35,000.009,625.001.3000OhTukang kayu@35,000.0045,500.001.0500OhTukang besi@35,000.0036,750.000.2620OhKepala tukang@37,000.009,694.000.2650OhMandor@38,500.0010,202.50270,771.502,822,371.501021m3Membuat beton bertulang 1 Pc : 2 Ps : 3 Kr ( 2000 kg besi + begesting ) menggunakan pasir lokala. Bahan0.2700m3Kayu begesting@1,910,000.00515,700.002.0000kgPaku biasa 2" - 5"@20,000.0040,000.000.6000LtrMinyak begesting@6,000.003,600.00210.0000kgBesi beton polos@10,000.002,100,000.003.0000kgKawat beton@13,000.0039,000.008.4000zakSemen portland@44,000.00369,600.000.5400M3Pasir beton lokal@40,000.0021,600.000.8100M3Koral beton@175,000.00141,750.003,231,250.00b. Tenaga5.6500OhPekerja@30,000.00169,500.000.2750OhTukang batu@35,000.009,625.001.5600OhTukang kayu@35,000.0054,600.001.4000OhTukang besi@35,000.0049,000.000.3230OhKepala tukang@37,000.0011,951.000.2830OhMandor@38,500.0010,895.50305,571.503,536,821.501031m3Membuat beton bertulang 1 Pc : 2 Ps : 3 Kr Balok Uk. 15/151,000,000.00a. Bahan=0.074*d*d kg/ljr ( 12 m )0.2000m3Kayu begesting@1,910,000.00382,000.00tulangan utamasengkang1.5000kgPaku biasa 2" - 5"@14,000.0021,000.00lebar15Lebar220.4000LtrMinyak begesting@6,000.002,400.00panjang1544.4444444444m/bhPanjang220.480000m189.0000kgBesi beton polos@10,000.001,890,000.00dia besi120.00011304m2 tuldia besi60.00002826m22.2500kgKawat beton@13,000.0029,250.00jumlah40.00045216m2 tultotJarak Se15296.2962962963bh/m38.0750zakSemen portland@44,000.00355,300.000.020096m3jumlah142.2222222222m0.5200M3Pasir beton lokal@40,000.0020,800.00157.7536kg0.0040192m30.7800M3Koral beton@175,000.00136,500.00157.7536cek31.55072kg2,837,250.00tulangan tambahan31.55072cekb. Tenagalebar153.9000OhPekerja@30,000.00117,000.00panjang1544.4444444444m/bh0.3500OhTukang batu@35,000.0012,250.00dia besi0m2 tultotal ut + Sk189.3043kg1.0400OhTukang kayu@35,000.0036,400.00jumlah20m2 tultottotal ut+Sk+Tamb189.3043kg1.0500OhTukang besi@35,000.0036,750.000m30.2450OhKepala tukang@37,000.009,065.000kg0.1650OhMandor@38,500.006,352.500cek217,817.503,055,067.501041m3Membuat beton bertulang 1 Pc : 2 Ps : 3 Kr 15/201,000,000.00a. Bahan=0.074*d*d kg/ljr ( 12 m )0.2000m3Kayu begesting@1,910,000.00382,000.00tulangan utamasengkang1.5000kgPaku biasa 2" - 5"@14,000.0021,000.00lebar15Lebar220.4000LtrMinyak begesting@6,000.002,400.00panjang2033.3333333333m/bhPanjang320.580000m206.0000kgBesi beton polos@10,000.002,060,000.00dia besi120.00011304m2 tuldia besi60.00002826m22.2500kgKawat beton@13,000.0029,250.00jumlah60.00067824m2 tultotJarak Se15222.2222222222bh/m38.0750zakSemen portland@44,000.00355,300.000.022608m3jumlah128.8888888889m0.5200M3Pasir beton@40,000.0020,800.00177.4728kg0.0036424m30.7800M3Koral beton@175,000.00136,500.00177.4728cek28.59284kg3,007,250.00tulangan tambahan28.59284cekb. Tenagalebar153.9000OhPekerja@30,000.00117,000.00panjang2033.3333333333m/bh0.3500OhTukang batu@35,000.0012,250.00dia besi0m2 tultotal ut + Sk206.0656kg1.0400OhTukang kayu@35,000.0036,400.00jumlah20m2 tultottotal ut+Sk+Tamb206.0656kg1.0500OhTukang besi@35,000.0036,750.000m30.2450OhKepala tukang@37,000.009,065.000kg0.1650OhMandor@38,500.006,352.500cek217,817.503,225,067.501051m3Membuat beton bertulang 1 Pc : 2 Ps : 3 Kr Kolom dia 20 cm1,000,000.00a. Bahan=0.074*d*d kg/ljr ( 12 m )0.2000m3Kayu begesting@1,910,000.00382,000.00tulangan utamasengkang1.5000kgPaku biasa 2" - 5"@14,000.0021,000.00lebar20Lebar320.4000LtrMinyak begesting@6,000.002,400.00panjang2025m/bhPanjang320.680000m202.0000kgBesi beton polos@10,000.002,020,000.00dia besi120.00011304m2 tuldia besi60.00002826m22.2500kgKawat beton@13,000.0029,250.00jumlah80.00090432m2 tultotJarak Se15166.6666666667bh/m38.0750zakSemen portland@44,000.00355,300.000.022608m3jumlah113.3333333333m0.5200M3Pasir beton@40,000.0020,800.00177.4728kg0.0032028m30.7800M3Koral beton@175,000.00136,500.00177.4728cek25.14198kg2,967,250.00tulangan tambahan25.14198cekb. Tenagalebar153.9000OhPekerja@30,000.00117,000.00panjang2033.3333333333m/bh0.3500OhTukang batu@35,000.0012,250.00dia besi0m2 tultotal ut + Sk202.6148kg1.0400OhTukang kayu@35,000.0036,400.00jumlah20m2 tultottotal ut+Sk+Tamb202.6148kg1.0500OhTukang besi@35,000.0036,750.000m30.2450OhKepala tukang@37,000.009,065.000kg0.1650OhMandor@38,500.006,352.500cek217,817.503,185,067.501061m'Pagar kawat duria. Bahan1.0000m'kawat duri@3,300.003,300.003,300.00b. Alat0.0013bhTang@55,000.0068.7568.75b. Tenaga0.0138OhPekerja@30,000.00412.500.0138OhTukang besi@35,000.00481.250.0025OhMandor@38,500.0096.25990.004,358.751071m3Membuat beton bertulang 1 Pc : 2 Ps : 3 plat t = 6 cm1,000,000.00a. Bahan=0.074*d*d kg/ljr ( 12 m )0.2000m3Kayu begesting@1,910,000.00382,000.00tulangan utamasengkang1.5000kgPaku biasa 2" - 5"@14,000.0021,000.00lebar50Lebar920.4000LtrMinyak begesting@6,000.002,400.00panjang633.3333333333m/bhPanjang41.000000m127.0000kgBesi beton polos@10,000.001,270,000.00dia besi80m2 tuldia besi80.00005024m22.2500kgKawat beton@13,000.0029,250.00jumlah30m2 tultotJarak Se15222.2222222222bh/m38.0750zakSemen portland@44,000.00355,300.000m3jumlah222.2222222222m0.5200M3Pasir beton@40,000.0020,800.0039.4384kg0.0111644444m30.7800M3Koral beton@175,000.00136,500.000cek87.6408888889kg2,217,250.00tulangan tambahan87.6408888889cekb. Tenagalebar153.9000OhPekerja@30,000.00117,000.00panjang2033.3333333333m/bh0.3500OhTukang batu@35,000.0012,250.00dia besi0m2 tultotal ut + Sk127.0793kg1.0400OhTukang kayu@35,000.0036,400.00jumlah00m2 tultottotal ut+Sk+Tamb127.0793kg1.0500OhTukang besi@35,000.0036,750.000m30.2450OhKepala tukang@37,000.009,065.000kg0.1650OhMandor@38,500.006,352.500cek217,817.502,435,067.501081m3Membuat beton bertulang 1 Pc : 2 Ps : 3 Pondasi telapak 60 x 60 x 15 cm1,000,000.00a. Bahan=0.074*d*d kg/ljr ( 12 m )0.2000m3F@1,910,000.00382,000.00tulangan utamasengkang1.5000kgPaku biasa 2" - 5"@14,000.0021,000.00lebar60Lebar1120.4000LtrMinyak begesting@6,000.002,400.00panjang22.57.4074074074m/bhPanjang371.530000m132.0000kgBesi beton polos@10,000.001,320,000.00dia besi120.00002826m2 tuldia besi120.00011304m22.2500kgKawat beton@13,000.0029,250.00jumlah100.0002826m2 tultotJarak Se1549.3827160494bh/m38.0750zakSemen portland@44,000.00355,300.000.0020933333m3jumlah75.5555555556m0.5200M3Pasir beton@40,000.0020,800.0065.7306666667kg0.0085408m30.7800M3Koral beton@175,000.00136,500.0016.4326666667cek67.04528kg2,267,250.00tulangan tambahan67.04528cekb. Tenagalebar153.9000OhPekerja@30,000.00117,000.00panjang2033.3333333333m/bh0.3500OhTukang batu@35,000.0012,250.00dia besi0m2 tultotal ut + Sk132.7759kg1.0400OhTukang kayu@35,000.0036,400.00jumlah00m2 tultottotal ut+Sk+Tamb132.7759kg1.0500OhTukang besi@35,000.0036,750.000m30.2450OhKepala tukang@37,000.009,065.000kg0.1650OhMandor@38,500.006,352.500cek217,817.502,485,067.501091m'Pasang pipa PVC tipe AW dia. 1/2"a. Bahan1.2000M'Pipa PVC dia. 1/2"@22,000.0026,400.00Perlengkapan35%x harga pipa@22,000.007,700.0034,100.00b. Tenaga0.0360OhPekerja@30,000.001,080.000.0600OhTukang batu@35,000.002,100.000.0060OhKepala tukang@37,000.00222.000.0018OhMandor@38,500.0069.303,471.3037,571.301101m'Pasang pipa PVC tipe AW dia. 3/4"a. Bahan1.2000M'Pipa PVC dia. 3/4"@27,500.0033,000.00Perlengkapan35%x harga pipa@27,500.009,625.0042,625.00b. Tenaga0.0360OhPekerja@30,000.001,080.000.0600OhTukang batu@35,000.002,100.000.0060OhKepala tukang@37,000.00222.000.0018OhMandor@38,500.0069.303,471.3046,096.301111m'Pasang pipa PVC tipe AW dia. 1"a. Bahan1.2000M'Pipa PVC dia. 1"@31,000.0037,200.00Perlengkapan35%x harga pipa@31,000.0010,850.0048,050.00b. Tenaga0.0360OhPekerja@30,000.001,080.000.0600OhTukang batu@35,000.002,100.000.0060OhKepala tukang@37,000.00222.000.0018OhMandor@38,500.0069.303,471.3051,521.301121m'Pasang pipa PVC tipe D dia. 2,5"a. Bahan1.2000M'Pipa PVC dia. 2,5"@44,000.0052,800.00Perlengkapan35%x harga pipa@44,000.0015,400.0068,200.00b. Tenaga0.0540OhPekerja@30,000.001,620.000.0900OhTukang batu@35,000.003,150.000.0090OhKepala tukang@37,000.00333.000.0027OhMandor@38,500.00103.955,206.9573,406.951131m'Pasang pipa PVC tipe D dia. 4"a. Bahan1.2000M'Pipa PVC dia. 4"@99,000.00118,800.00Perlengkapan35%x harga pipa@99,000.0034,650.00153,450.00b. Tenaga0.0810OhPekerja@30,000.002,430.000.1350OhTukang batu@35,000.004,725.000.0135OhKepala tukang@37,000.00499.500.0041OhMandor@38,500.00157.857,812.35161,262.351149bhPasang kran dan stop krana. Bahan1.0000BhKran air@22,000.0022,000.000.0250BhSeal tape@2,000.0050.0022,050.00b. Tenaga0.0100OhPekerja@30,000.00300.000.1000OhTukang batu@35,000.003,500.000.0100OhKepala tukang@37,000.00370.000.0050OhMandor@38,500.00192.504,362.5026,412.501151bhPasang floor draina. Bahan1.0000BhFloor drain@12,500.0012,500.0012,500.00b. Tenaga0.0100OhPekerja@30,000.00300.000.1000OhTukang batu@35,000.003,500.000.0100OhKepala tukang@37,000.00370.000.0050OhMandor@38,500.00192.504,362.5016,862.501161bhPasang bak mandi fiberglassa. Bahan1.0000BhBak mandi fiberglass@250,000.00250,000.00Perlengkapan =18%x harga bak mandi@250,000.0045,000.00295,000.00b. Tenaga1.8000OhPekerja@30,000.0054,000.002.7000OhTukang batu@35,000.0094,500.000.5400OhKepala tukang@37,000.0019,980.000.1100OhMandor@38,500.004,235.00172,715.00467,715.00HJ. SRI DJANATIN, BADirektur

har.sat.SDAFTAR HARGA BAHAN BANGUNAN DAN UPAHNama Kegiatan:PENYEMPURNAAN PASAR DAERAHJenis Kegiatan:PEMBONGKARAN KIOS, URUGAN , TAMAN DAN POND. PAGAR & MUSHOLLA PASAR MINULYOLokasi Pekerjaan:KEC. PACITAN KAB. PACITANTahun:2010DATA HARGA BAHANNONAMA BAHANSATUANHARGA SAT. (Rp.)KET.TERENDAHTERTINGGI12345A.BAHAN PASANGAN & BETON1PASIR BETONM3225,000.0045,000.00132,000.002PASIR PASANGM340,000.0015,000.00120,000.003PASIR URUGM335,000.0015,000.0063,250.004TANAH URUGM325,000.0015,000.0023,100.005SIRTUM340,000.006SEMEN PC (40 Kg)ZAK44,000.007SEMEN WARNAKG10,800.004,000.008,000.008SEMEN MERAHM3150,000.0080,000.00100,000.009BATU PECAH 1 - 2M3185,000.0080,000.00140,000.0010BATU KORAL 2 - 3M3175,000.0070,000.00137,000.0011BATU PECAH 3 - 5M3165,000.0060,000.00107,000.000.012BATU PECAH 5 - 7M3150,000.0040,000.0092,000.0013BATU PECAH 1/2 - 1M3200,000.0090,000.00145,000.0014BATU KALI / BATU BELAHM370,000.0030,000.0066,000.0015KAPURM3200,000.00125,000.00160,000.00B.BAHAN LANTAI1KERAMIK 30 X 30M235,000.002,275.003,800.002KERAMIK 40 X 40M242,000.002KERAMIK DINDINGM238,000.003TEGEL ABU-ABUBH1,050.00750.001,075.004PARQUET JATIM2250,000.005PAVING STONEM235,000.00100,722,000.00C.BAHAN DINDING1BATAKOBH2,500.002BATU BATABH425.000.03ROSTER BATAKOBH5,000.004ROSTER KLINGKERBH5,000.005BATU TEMPELM2135,000.00D.BAHAN PENUTUP ATAP& LANGIT-LANGIT1ASBES GELOMBANG BESARLbr110,000.0090,000.00120,000.002ASBES GELOMBANG KECILLbr60,000.0040,000.0050,000.003BUBUNGAN ASBESM'25,000.0030,000.0045,000.004BUBUNGAN FLUMPRESSBJ5,000.002,000.003,000.005BUBUNGAN BETONBJ5,000.003,500.004,500.006BUBUNGAN KPBJ5,000.002,000.003,000.007BUBUNGAN PLENTONGBJ5,000.008GENTENG PLENTONGBJ1,400.009GENTENG BETONBJ3,000.001,750.002,500.0010GENTENG FLUMPRESBJ700.00400.00600.0011GENTENG KPBJ1,250.00700.001,000.0012GENTENG GLAZURBJ4,500.0013BUBUNGAN GLAZURBJ5,000.0014KALSIBOARDM214,000.005,000.006,500.0015LIST PLAFOND GYPSUMM'7,500.002,000.003,000.0016HARPLEKM212,000.005,000.006,500.0017LIST KY. PROFILM'2,500.002,000.003,000.0018TALANG KARPET L= 40 CMM'7,500.0019TALANG KARPET L = 60 CMM'9,500.0020TALANG SENGM'24,000.0021SENG DATAR BJLS 0.3M'40,000.0022SENG GELOMBANG KECILM240,000.0023TEPUNG GIPSUNKG12,000.00E.BAHAN KAYU1PAPAN KAMPERM36,250,000.003,000,000.005,262,000.002PAPAN JATIM38,112,000.003,000,000.005,780,000.003KAYU AKASIAM32,600,000.004KAYU JATIM38,112,000.003,000,000.005,780,000.005KAYU KAMPERM36,250,000.002,700,000.005,262,000.006KAYU KRUINGM35,500,000.001,800,000.004,500,000.007KAYU MERANTIM34,250,000.001,400,000.003,206,000.008KAYU SENGONM31,910,000.009KAYU BEGESTINGM31,910,000.001,000,000.001,500,000.00KAYU AKASIA USUK 5/7M32,500,000.00USUK25,000.000.0110KAYU AKASIA RENG 2/3M32,500,000.003,000,000.005,780,000.002,380,952.3895.2411TRIPLEKM222,000.0012TAEKWOODM235,000.00RENG1,500.00F.BAHAN BESI0.00061BESI BETON POLOSKG10,000.006,000.008,000.00$2,500,0001666.66666666672BESI BETON ULIRKG10,000.006,500.008,500.003KAWAT BENDRAT / BETONKG13,000.006,000.009,000.004PAKUKG14,000.007,500.009,000.005PAKU TRIPLEK/ SKRUPKG20,000.006PAKU TRIPLEK/ SKRUPBJ700.007BESI, BEGEL, BAUTKG13,000.008,000.009,000.00G.BAHAN SANITAIR / SALURAN AIR1PIPA PVC DIA. 1/2"LJR22,000.0020,500.0024,000.002PIPA PVC DIA. 3/4"LJR27,500.005,000.006,000.003PIPA PVC DIA. 1"LJR31,000.004PIPA PVC DIA 2 1/2"LJR44,000.005PIPA PVC DIA. 4"LJR99,000.0080,000.0090,000.006KLOSET DUDUK KERAMIKbh1,000,000.001,200,000.002,500,000.007KLOSET JONGKOK KERAMIK STANDARBH120,000.0080,000.00120,000.008URINOAR KERAMIK STANDARBH550,000.00500,000.00600,000.009WASTAFEL GANTUNG KERAMIKBH350,000.0010KRAN AIRBH22,000.0010,000.0030,000.00SEAL TAPEBH2,000.00FLOOR DRAINBH12,500.00BAK MANDI FIBERBH250,000.0011BUIS BETON U 20M'20,000.0012BUIS BETON U 30M'30,000.0013GORONG-GORONG DIA 60M'85,000.0014GORONG-GORONG DIA 80M'127,000.0015GORONG-GORONG DIA 100M'150,000.0016GRILLM'90,000.00H.BAHAN FINISHING1CAT BESIKG40,000.0030,000.0040,000.002CAT ANTI JAMURKG38,000.003CAT GENTENGKG25,000.004CAT KAYUKG40,000.0030,000.0040,000.005CAT KAYU DASARKG18,000.006CAT TEMBOKKG15,000.0013,000.0014,500.007CAT TEMBOK DASARKG12,000.008DEMPULKG15,000.0012,500.0014,500.009MENIKG15,000.004,500.009,000.0010MINYAK CATLTR13,000.007,500.009,000.0011MINYAK BEGISTINGLTR6,000.0012TERLTR11,750.001,000.0012,500.0013BATU APUNGKG18,500.0014PLAMIRKG15,000.0013,500.0014,500.0015SIRLAKKG68,000.0016SPIRITUSLTR11,000.007,500.009,000.0017AMPELASLBR3,500.0018LEM KAYUKG14,000.0019THINNER ALTR10,500.0020PLITUR JADILTR40,000.009,500.0014,000.00I.BAHAN PENGGANTUNG / PENGUNCI1DOOR STOPBH25,000.008,500.0011,000.002DOOR CLOSERBH100,000.00100,000.00125,000.003ENGSEL H JENDELABH5,500.008,000.0013,000.004ENGSEL H PINTUBH6,500.008,000.0013,000.005GRENDEL JENDELABH5,000.004,500.006,000.006GRENDEL PINTUBH5,000.004,500.006,000.007KAIT ANGINBH5,000.004,500.006,000.008KUNCI TANAM 2 X PUTARBH70,000.0045,000.0065,000.009PEGANGAN JENDELABH5,500.0010PEGANGAN PINTUBH35,000.00J.BAHAN LISTRIK1LAMPU BARETBH58,000.002LAMPU PIJAR 25 WATTBH6,500.004,500.007,500.003LAMPU XL 18 wattBH58,000.0035,000.0050,000.004LAMPU XLBH50,000.005STOP KONTAKBH100,000.009,000.0025,000.006PANEL MCBBH170,000.007INSTALASI LISTRIK/TITIK LAMPUTTK100,000.00K.BAHAN LAIN - LAIN1KACA BENING 5 MMM260,000.0060,000.0080,000.002KACA ESM280,000.0070,000.0095,000.003ROLLING DOORM2300,000.004FOOLDING GATEM2450,000.005PAGAR BRC ( 1,2 X 2,4 M ) O 8 MMBH165,000.006PAGAR BRC ( 1,2 X 2,4 M ) O 6 MMBH140,000.007BOUWPLANKM'7,500.008BENANGANM'3,000.009KOL-KOLANM'5,000.0010KAWAT DURI (PAGAR)M'3,300.00(3,222,000.00)DATA UPAH KERJANOTENAGA KERJASATUANUPAH / HARI (Rp)1MANDORORG38,500.0027,500.0033,000.002KEPALA TUKANGORG37,000.0027,500.0033,000.003TUKANG BATUORG35,000.0026,000.0030,000.004TUKANG BESIORG35,000.0026,000.0030,000.005TUKANG KAYUORG35,000.0026,000.0030,000.006TUKANG CATORG35,000.0026,000.0030,000.007PEKERJAORG30,000.0020,000.0025,000.00Pacitan, 2010PENAWARCV. ANEKA CIPTAHJ. SRI DJANATIN, BADirektur

huruf1000000100,722,000.00