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
[email protected],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
[email protected],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
[email protected],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
[email protected],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 [email protected],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 [email protected] 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
[email protected] 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/[email protected].
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
[email protected],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 [email protected]
[email protected].
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