Rekaf REKAPITULASIRENCANA ANGGARAN BIAYAnama: rumah
idamanNoURAIAN ITEM PEKERJAANJUMLAH HARGA (Rp)123IPEKERJAAN
PENDAHULUAN795,028.00IIPEKERJAAN TANAH DAN
PASIR1,533,609.00IIIPEKERJAAN PASANGAN &
BETON44,550,347.97IVPEKERJAAN LANTAI &
PLESTERAN17,580,457.36VPEKERJAAN KAYU &
PASANGAN26,506,135.15VIPEKERJAAN KAP ATAP &
PLAPOND20,459,125.18VIIIPEKERJAAN PENUTUP
ATAP5,624,141.60VIIIPEKERJAAN ELEKTRIKAL1,652,000.00IXPEKERJAAN
PENGGANTUNG DAN PENGUNCI1,958,596.75XIPEKERJAAN PENGECATAN &
FINISHING7,647,756.15Jumlah Harga Pekerjaan128,307,197.16JUMLAH
TOTAL HARGA
PEKERJAAN128,307,197.16Dibulatkan128,307,000.0075,000,000.00Terbilang
: SERATUS DUA PULUH DELAPAN JUTA TIGA RATUS TUJUH
RIBU53,307,000.00
RAB RENCANA ANGGARAN BIAYANOURAIAN ITEM PEKERJAANSATVOLUMEHARGA
SATUAN (Rp)JUMLAH HARGA (Rp)123456IPEKERJAAN PENDAHULUAN1Pek.
Pengukuran / BouwplankLs1.0045,028.0045,028.002Pek. Papan Nama
Kegiatan + DokumentasiLs1.00300,000.00300,000.0003Pek. Pembersihan
dan Perataan LokasiLs1.00350,000.00350,000.004Pek. Air Kerja +
Listrik KerjaLs1.00100,000.00100,000.00Sub Total
I795,028.00IIPEKERJAAN TANAH DAN PASIR1Pek. Galian Tanah
PondasiM320.8843,037.50898,623.00533070002Pek. Urugan Tanah
KembaliM36.9615,537.50108,141.003Pek. Urugan Pasir Bawah Pondasi
(T. 5 Cm)M31.04175,615.00182,639.604Pek. Urugan Pasir Bawah Lantai
(T. 5 Cm)M31.96175,615.00344,205.40Sub Total
II1,533,609.00KUNTITYKOEFVOLIIIPEKERJAAN PASANGAN & BETONPASIR-
01Pek. AnstampingM32.90641,508.651,860,375.09URUGAN3.001.23.602Pek.
Pondasi + Umpak Batu Kali Ad. 1 :
4M315.55774,510.0012,043,630.50BETON 1354.860.522.533Pek. Sloof
15/20 Cm Beton Bertulang f'c = 19,3 MPa (K
225)M31.593,389,637.955,389,524.34BETON 225-0.498- 04Pek. Kolom
Praktis 11/11 Cm Btn Btlng f'c = 19,3 MPa (K
225)M30.846,234,637.955,237,095.88PLESTER185.500.0244.455Pek.
Pasangan Dinding Batu Bata Trassram Ad. 1 :
2M210.6098,631.501,045,493.906Pek. Pasangan Dinding Batu Bata Ad. 1
: 4M2164.3089,622.5014,724,976.757Pek. Ring Balok 10/15 cm Btn
Btlng f'c = 19,3 MPa (K 225)M30.805,344,970.454,249,251.51Sub Total
III44,550,347.97IVPEKERJAAN LANTAI &
PLESTERANKERIKIL128,307,000.001Pek. Lantai Cor Ad. 1:3:5 (T. 5 Cm)
Selasar (Acian)M31.96632,142.501,238,999.302Pek. Plesteran Trassram
1 : 2M221.2045,505.68964,720.4219.004.0076128,307,000.003Pek.
Plesteran Dinding Ad.1 :
4M2164.3040,906.806,720,987.246.503.0019.54Pek. Pasang Keramik
Lantai 30x30 cmM266.46130,240.008,655,750.406.503.0019.5Sub Total
IV17,580,457.36115VPEKERJAAN KAYU & PASANGAN1Pek. Kozen Pintu
,Jendela + Singok Kayu Kls.
IM32.907,465,645.0021,650,370.504.009.00362Pek. Daun Pintu Panel
Papan Kayu MersawaM26.05403,425.002,440,721.256.50- 003Pek. Daun
Jendela Kaca Bening T. 5 mm Papan Kls.
IIM26.02401,170.002,415,043.40030Sub Total
V26,506,135.15VIPEKERJAAN KAP ATAP & PLAPOND1Pek. Kuda-kuda,
Gording + Kanopi Kayu Kls. IIM32.453,841,805.009,420,951.062Pek.
Rangka Plapond Kayu Kls IIM291.5073,727.506,746,066.253Pek. Plafond
Triplek T. 3 mmM291.5028,850.252,639,797.884Pek. Lisplank Papan
2.3/25 cm Kayu Kls. IIM136.0045,897.501,652,310.00Sub Total
VI20,459,125.18VIIPEKERJAAN PENUTUP ATAP28.111Pek. Atap Seng
Gelombang BJLS 20M2105.6548,664.005,141,351.602.502Pek. Bubungan +
Flashing Seng PlatM110.0048,279.00482,790.0022.55Sub Total
VII5,624,141.603.0625VIIIPEKERJAAN ELEKTRIKAL1Pek. Pemasangan
Instalasi ListrikTtk6.00150,000.00900,000.002Pek. Pemasangan Saklar
GandaBh4.0030,000.00120,000.003Pek. Pemasangan Saklar
TunggalBh4.0028,000.00112,000.004Pek. Pemasangan Stop
KontakBh5.0030,000.00150,000.005Pek. Pemasangan Lampu SL 25
WattBh6.0045,000.00270,000.006Pek. Pemasangan MCB
PanelSet1.00100,000.00100,000.00Sub Total
VIII1,652,000.00IXPEKERJAAN PENGGANTUNG DAN PENGUNCI1Pek. Kunci
Pintu Double SlaagBh5.00172,232.50861,162.502Pek. Pemasangan Engsel
PintuBh10.0031,816.13318,161.253Pek. Pemasangan Engsel
JendelaBh8.0021,760.75174,086.004Pek. Pemasangan Grendel
JendelaBh8.0028,516.13228,129.005Pek. Pemasangan Tarikan
JendelaBh4.0028,516.13114,064.506Pek. Pemasangan Hak
AnginBh12.0021,916.13262,993.50Sub Total IX1,958,596.75XPEKERJAAN
PENGECATAN & FINISHING1Pek. Pengecatan Tembok dan
BetonM2362.0015,317.505,544,935.002Pek. Pengecatan Daun Pintu/Kozen
dan JendelaM214.2030,038.25426,543.153Pek. Pengecatan Lisplank +
List PlapondM29.0030,038.25270,344.254Pek. Pengecatan
PlafondM291.5014,272.501,305,933.755Pek. Belangkin /
TeerLs1.00100,000.00100,000.00Sub Total X7,647,756.15
analisaDAFTAR ANALISA HARGA SATUAN PEKERJAANPengukuran dan
Pemasangan Bowplank / 1 m1NoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa. Bahan1Kayu
Campuran0.0120M31,500,000.0018,000.002Paku
Biasa0.0200Kg18,000.00360.003Papan
Mall0.0070M31,500,000.0010,500.00Jumlah a28,860.00b. Tenaga1Tukang
Kayu0.1000Oh60,000.006,000.002Pekerja0.1000Oh50,000.005,000.003Kepala
Tukang0.0100Oh75,000.00750.004Mandor0.0050Oh65,000.00325.00Jumlah
b12,075.00a + b40,935.00Overhead
10%4,093.50Total45,028.50Pembersihan Lapangan dan Perataan / 1
m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa.
Tenaga1Pekerja0.0500Oh50,000.002,500.002Mandor0.0250Oh65,000.001,625.00Jumlah
b4,125.00a + b4,125.00Overhead 10%412.50Total4,537.50PEKERJAAN
TANAHGalian Tanah Biasa / 1 m3NoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa.
Tenaga1Pekerja0.7500Oh50,000.0037,500.002Mandor0.0250Oh65,000.001,625.00Jumlah
a39,125.00Overhead 10%3,912.50Total43,037.50Membuang Tanah Sejauh
30 M / 1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa.
Tenaga1Pekerja0.3300Oh50,000.0016,500.002Mandor0.0100Oh65,000.00650.00Jumlah
a17,150.00Overhead 10%1,715.00Total18,865.00Urugan Tanah Kembali /
1 m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa.
Tenaga1Pekerja0.2500Oh50,000.0012,500.002Mandor0.0250Oh65,000.001,625.00Jumlah
a14,125.00Overhead 10%1,412.50Total15,537.50Urugan Pasir / 1
m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Pasir
urug1.2000M3120,000.00144,000.00Jumlah a144,000.00b.
Tenaga1Pekerja0.3000Oh50,000.0015,000.002Mandor0.0100Oh65,000.00650.00Jumlah
b15,650.00a + b159,650.00Overhead 10%15,965.00Total175,615.00Urugan
Sirtu Padat Utk Peninggian Lantai Bangunan / 1
m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa.
Bahan1Sirtu1.2000M3150,000.00180,000.00Jumlah a180,000.00b.
Tenaga1Pekerja0.2500Oh50,000.0012,500.002Mandor0.0250Oh65,000.001,625.00Jumlah
b14,125.00a + b194,125.00Overhead
10%19,412.50Total213,537.50Timbunan Tanah + Pemadatan / 1
m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Tanah
Timbunan1.2000M360,000.0072,000.00Jumlah a72,000.00b.
Tenaga1Pekerja0.1920Oh50,000.009,600.002Mandor0.0190Oh65,000.001,235.00Jumlah
b10,835.00a + b82,835.00Overhead 10%8,283.50Total91,118.50PEKERJAAN
PONDASIPasang Pondasi Batu Kali/Batu Belah 1 : 3 / 1
m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Batu
Kali/Batu
Belah1.2000M3250,000.00300,000.002Semen202.0000Kg1,200.00242,400.003Pasir0.4850M3150,000.0072,750.00Jumlah
a615,150.00b. Tenaga1Pekerja1.5000Oh50,000.0075,000.002Tukang
Batu0.7500Oh60,000.0045,000.003Kepala
Tukang0.0750Oh75,000.005,625.004Mandor0.0750Oh65,000.004,875.00Jumlah
b130,500.00a + b745,650.00Overhead
10%74,565.00Total820,215.00Pasang Pondasi Batu Kali 1 : 4 / 1
m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Batu
Kali1.2000M3250,000.00300,000.002Semen163.0000Kg1,200.00195,600.003Pasir0.5200M3150,000.0078,000.00Jumlah
a573,600.00b. Tenaga1Pekerja1.5000Oh50,000.0075,000.002Tukang
Batu0.7500Oh60,000.0045,000.003Kepala
Tukang0.0750Oh75,000.005,625.004Mandor0.0750Oh65,000.004,875.00Jumlah
b130,500.00a + b704,100.00Overhead
10%70,410.00Total774,510.00Pasang Batu Kosong (anstamping) / 1
m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Batu
Kali1.2000M3250,000.00300,000.002Pasir0.4320M3150,000.0064,800.00Jumlah
a364,800.00b. Tenaga1Pekerja0.7800Oh50,000.0039,000.002Tukang
Batu0.3900Oh60,000.0023,400.003Kepala
Tukang0.0390Oh75,000.002,925.004Mandor0.0390Oh65,000.002,535.00Jumlah
b67,860.00a + b432,660.00Overhead
10%43,266.00Total475,926.00aPEKERJAAN DINDINGPasangan Batu Bata
Tebal 1/2 Bata, 1 Pc : 2 Ps / 1 m2NoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa. Bahan1Batu
Bata70.0000Bh550.0038,500.002Semen18.9500Kg1,200.0022,740.003Pasir0.0380M3150,000.005,700.00Jumlah
a66,940.00b. Tenaga1Pekerja0.3000Oh50,000.0015,000.002Tukang
Batu0.1000Oh60,000.006,000.003Kepala
Tukang0.0100Oh75,000.00750.004Mandor0.0150Oh65,000.00975.00Jumlah
b22,725.00a + b89,665.00Overhead 10%8,966.50Total98,631.50Pasangan
Batu Bata Tebal 1/2 Bata, 1 Pc : 4 Ps / 1
m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Batu
Bata70.0000Bh550.0038,500.002Semen11.5000Kg1,200.0013,800.003Pasir0.0430M3150,000.006,450.00Jumlah
a58,750.00b. Tenaga1Pekerja0.3000Oh50,000.0015,000.002Tukang
Batu0.1000Oh60,000.006,000.003Kepala
Tukang0.0100Oh75,000.00750.004Mandor0.0150Oh65,000.00975.00Jumlah
b22,725.00a + b81,475.00Overhead 10%8,147.50Total89,622.50Pasangan
Batu Bata Tebal 1 Bata, 1 Pc : 4 Ps / 1
m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Batu
Bata140.0000Bh550.0077,000.002Semen26.5500Kg1,200.0031,860.003Pasir0.0930M3150,000.0013,950.00Jumlah
a122,810.00b. Tenaga1Pekerja0.6000Oh50,000.0030,000.002Tukang
Batu0.2000Oh60,000.0012,000.003Kepala
Tukang0.2000Oh75,000.0015,000.004Mandor0.0300Oh65,000.001,950.00Jumlah
b58,950.00a + b181,760.00Overhead
10%18,176.00Total199,936.00Pasangan Batu Andecite/ 1
m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Batu
Andesite1.0000M2185,000.00185,000.002Semen11.5000Kg1,200.0013,800.003Pasir0.0430M3150,000.006,450.00Jumlah
a205,250.00b. Tenaga1Pekerja0.3200Oh50,000.0016,000.002Tukang
Batu0.1000Oh60,000.006,000.003Kepala
Tukang0.0100Oh75,000.00750.004Mandor0.0150Oh65,000.00975.00Jumlah
b23,725.00a + b228,975.00Overhead
10%22,897.50Total251,872.50PEKERJAAN PLESTERANPlesteran 1 Pc : 4 Ps
/ 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa.
Bahan1Semen6.2400Kg1,200.007,488.002Pasir0.0240M3150,000.003,600.00Jumlah
a11,088.00b. Tenaga1Pekerja0.3000Oh50,000.0015,000.002Tukang
Batu0.1500Oh60,000.009,000.003Kepala
Tukang0.0150Oh75,000.001,125.004Mandor0.0150Oh65,000.00975.00Jumlah
b26,100.00a + b37,188.00Overhead 10%3,718.80Total40,906.80Plesteran
1 Pc : 2 Ps / 1 m2NoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa.
Bahan1Semen10.2240Kg1,200.0012,268.802Pasir0.0200M3150,000.003,000.00Jumlah
a15,268.80b. Tenaga1Pekerja0.3000Oh50,000.0015,000.002Tukang
Batu0.1500Oh60,000.009,000.003Kepala
Tukang0.0150Oh75,000.001,125.004Mandor0.0150Oh65,000.00975.00Jumlah
b26,100.00a + b41,368.80Overhead 10%4,136.88Total45,505.68PEKERJAAN
KAYUPasang Kusen Pintu dan Jendela Kayu Kelas I / 1
m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kayu
Kelas I1.1000M34,500,000.004,950,000.002Paku 4
"1.2500kg18,000.0022,500.003Lem
Kayu1.1000kg22,000.0024,200.00Jumlah a4,996,700.00b.
Tenaga1Pekerja7.0000Oh50,000.00350,000.002Tukang
Kayu21.0000Oh60,000.001,260,000.003Kepala
Tukang2.1000Oh75,000.00157,500.004Mandor0.3500Oh65,000.0022,750.00Jumlah
b1,790,250.00a + b6,786,950.00Overhead
10%678,695.00Total7,465,645.00Pasang Pintu Panel / 1
m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kayu
Mersawa0.0400M32,500,000.00100,000.002Lem
Kayu0.5000Kg22,000.0011,000.00Jumlah a111,000.00b.
Tenaga2Pekerja1.0000Oh50,000.0050,000.001Tukang
Kayu3.0000Oh60,000.00180,000.003Kepala
Tukang0.3000Oh75,000.0022,500.004Mandor0.0500Oh65,000.003,250.00Jumlah
b255,750.00a + b366,750.00Overhead
10%36,675.00Total403,425.00Pasang Pintu dan Jendela Kaca / 1
m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kayu
Mersawa0.0240M32,500,000.0060,000.002Kaca t. 5
mm1.1000M285,000.0093,500.003Lem
Kayu0.3000Kg22,000.006,600.00Jumlah a160,100.00b.
Tenaga1Pekerja0.8000Oh50,000.0040,000.002Tukang
Kayu2.4000Oh60,000.00144,000.003Kepala
Tukang0.2400Oh75,000.0018,000.004Mandor0.0400Oh65,000.002,600.00Jumlah
b204,600.00a + b364,700.00Overhead
10%36,470.00Total401,170.00Pasang Jalusi Kusen Kayu Kelas II / 1
m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kayu
Kelas II0.0600M32,000,000.00120,000.002Paku
Biasa0.1500Kg18,000.002,700.00Jumlah a122,700.00b.
Tenaga1Pekerja0.6700Oh50,000.0033,500.002Tukang
Kayu2.0000Oh60,000.00120,000.003Kepala
Tukang0.2000Oh75,000.0015,000.004Mandor0.3350Oh65,000.0021,775.00Jumlah
b190,275.00a + b312,975.00Overhead
10%31,297.50Total344,272.50Pasang Konstruksi Kuda-kuda
Konvensional/ 1 m3NoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa. Bahan1Kayu Klas
II1.1000M32,000,000.002,200,000.002Besi
strip15.0000Kg11,250.00168,750.003Paku
Biasa5.6000Kg18,000.00100,800.00Jumlah a2,469,550.00b.
Tenaga1Pekerja4.0000Oh50,000.00200,000.002Tukang
Kayu12.0000Oh60,000.00720,000.003Kepala
Tukang1.2000Oh75,000.0090,000.004Mandor0.2000Oh65,000.0013,000.00Jumlah
b1,023,000.00a + b3,492,550.00Overhead
10%349,255.00Total3,841,805.00Pasang Konstruksi Kuda-kuda Expose/ 1
m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kayu
Klas II1.2000M32,000,000.002,400,000.002Besi
strip15.0000Kg11,250.00168,750.003Paku
Biasa5.6000Kg18,000.00100,800.00Jumlah a2,669,550.00b.
Tenaga1Pekerja6.7000Oh50,000.00335,000.002Tukang
Kayu20.1000Oh60,000.001,206,000.003Kepala
Tukang2.0100Oh75,000.00150,750.004Mandor0.3350Oh65,000.0021,775.00Jumlah
b1,713,525.00a + b4,383,075.00Overhead
10%438,307.50Total4,821,382.50Pasang Gordeng Kayu/ 1
m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kayu
Klas II1.1000M32,000,000.002,200,000.002Besi
strip15.0000Kg11,250.00168,750.003Paku
Biasa3.0000Kg18,000.0054,000.00Jumlah a2,422,750.00b.
Tenaga1Pekerja2.4000Oh50,000.00120,000.002Tukang
Kayu7.2000Oh60,000.00432,000.003Kepala
Tukang0.7200Oh75,000.0054,000.004Mandor0.1200Oh65,000.007,800.00Jumlah
b613,800.00a + b3,036,550.00Overhead
10%303,655.00Total3,340,205.00Pasang Rangka Plafond (50 x 100)/ 1
m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Kayu
Klas II0.0154M32,000,000.0030,800.002Paku
Biasa0.2000Kg18,000.003,600.00Jumlah a34,400.00b.
Tenaga1Pekerja0.1500Oh50,000.007,500.002Tukang
Kayu0.3000Oh60,000.0018,000.003Kepala
Tukang0.0300Oh75,000.002,250.004Mandor0.0750Oh65,000.004,875.00Jumlah
b32,625.00a + b67,025.00Overhead 10%6,702.50Total73,727.50Pasang
Kaso + Reng Genteng Beton/Metal / 1 m2NoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa. Bahan1Kaso Laso (5 x 7)
cm0.0140M32,000,000.0028,000.002Reng ( 3 x 4)
cm0.0058M32,000,000.0011,600.003Paku
Biasa0.2500Kg18,000.004,500.00Jumlah a44,100.00b.
Tenaga1Pekerja0.1000Oh50,000.005,000.002Tukang
Kayu0.1000Oh60,000.006,000.003Kepala
Tukang0.0100Oh75,000.00750.004Mandor0.0050Oh65,000.00325.00Jumlah
b12,075.00a + b56,175.00Overhead 10%5,617.50Total61,792.50Pasang
Listplank Ukuran 3x30 cm / 1 m1NoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa. Bahan1Papan Klas
II0.0110M32,000,000.0022,000.002Paku
Biasa0.0500Kg18,000.00900.00Jumlah a22,900.00b.
Tenaga1Pekerja0.1000Oh50,000.005,000.002Tukang
Kayu0.2000Oh60,000.0012,000.003Kepala
Tukang0.0200Oh75,000.001,500.004Mandor0.0050Oh65,000.00325.00Jumlah
b18,825.00a + b41,725.00Overhead 10%4,172.50Total45,897.50PEKERJAAN
BETONMembuat Beton Tumbuk, 1 Pc : 3 Ps : 5 Kr / 1
m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa.
Bahan1Semen218.0000Kg1,200.00261,600.002Pasir0.5200M3150,000.0078,000.003Sirtu0.8700M3150,000.00130,500.00Jumlah
a470,100.00b. Tenaga1Pekerja1.6500Oh50,000.0082,500.002Tukang
Batu0.2500Oh60,000.0015,000.003Kepala
Tukang0.0250Oh75,000.001,875.004Mandor0.0800Oh65,000.005,200.00Jumlah
b104,575.00a + b574,675.00Overhead
10%57,467.50Total632,142.50Membuat Lantai Kerja Beton Mutu f'c =
7,4 Mpa (K 100), Slump (3-6) cm, w/c= 0,87 / 1
m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa.
Bahan1Semen230.0000Kg1,200.00276,000.00Hrg/Kg2Pasir893.0000Kg107.1495,678.57PB-
03Sirtu1027.0000Kg111.11114,111.11KR-
04Air200.0000ltr100.0020,000.00Jumlah a505,789.68b.
Tenaga1Pekerja1.2000Oh50,000.0060,000.0002Tukang
Batu0.2000Oh60,000.0012,000.003Kepala
Tukang0.0200Oh75,000.001,500.004Mandor0.0600Oh65,000.003,900.00Jumlah
b77,400.00a + b583,189.68Overhead 10%58,318.97Total641,508.65Sloof
Beton 15/20 f'c = 19,3 MPa (K=225) Slump (122)cm w/c 0,58 (124,81
Kg Besi + Bekisting) / 1 m3124.8133NoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKode1Rp13.3333333333a. Bahan1Papan
Mal0.2700M31,500,000.00405,000.002Paku
Biasa2.0000Kg18,000.0036,000.0033.33333333333Minyak
Bekisting0.6000Ltr13,000.007,800.004Besi
Beton124.8133Kg11,250.001,404,150.005Kawat
Beton3.0000Kg18,000.0054,000.006Semen371.0000Kg1,200.00445,200.007Pasir698.0000Kg107.1474,785.710.49857142868Sirtu1047.0000Kg111.11116,333.330.77555555569Air215.0000Ltr100.0021,500.00Jumlah
a2,564,769.05b. Tenaga1Pekerja5.6000Oh50,000.00280,000.002Tukang
Batu0.2750Oh60,000.0016,500.003Tukang
Kayu1.5600Oh60,000.0093,600.004Tukang
Besi1.4000Oh60,000.0084,000.005Kepala
Tukang0.3230Oh75,000.0024,225.006Mandor0.2830Oh65,000.0018,395.00Jumlah
b516,720.00a + b3,081,489.05Overhead
10%308,148.90Total3,389,637.95Kolom Praktis 11/11 Beton f'c = 19,3
Mpa Slump (122)cm w/c = 0,58 (273,05 Kg Besi + Bekisting) / 1
m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Papan
Mal0.4000M31,500,000.00600,000.002Paku
Biasa4.0000Kg18,000.0072,000.003Minyak
Bekisting2.0000Ltr13,000.0026,000.004Besi
Beton273.0545Kg11,250.003,071,863.645Kawat
Beton4.5000Kg18,000.0081,000.006Semen371.0000Kg1,200.00445,200.007Pasir698.0000Kg107.1474,785.718Sirtu1047.0000Kg111.11116,333.339Kayu
Klas
II0.1500M32,000,000.00300,000.0010Triplek2.8000Lembar40,000.00112,000.0011Kayu
Dolken20.0000Btg5,000.00100,000.0012Air215.0000ltr100.0021,500.00Jumlah
a5,020,682.68b. Tenaga1Pekerja7.0500Oh50,000.00352,500.002Tukang
Batu0.2750Oh60,000.0016,500.003Tukang
Kayu1.6500Oh60,000.0099,000.004Tukang
Besi2.1000Oh60,000.00126,000.005Kepala
Tukang0.4030Oh75,000.0030,225.006Mandor0.3530Oh65,000.0022,945.00Jumlah
b647,170.00a + b5,667,852.68Overhead
10%566,785.27Total6,234,637.95Kolom 20/20 Beton f'c = 19,3 Mpa
Slump (122)cm w/c = 0,58 (97,845 Kg Besi + Bekisting) / 1
m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Papan
Mal0.4000M31,500,000.00600,000.002Paku
Biasa4.0000Kg18,000.0072,000.003Minyak
Bekisting2.0000Ltr13,000.0026,000.004Besi
Beton97.8450Kg11,250.001,100,756.255Kawat
Beton4.5000Kg18,000.0081,000.006Semen371.0000Kg1,200.00445,200.007Pasir698.0000Kg107.1474,785.718Sirtu1047.0000Kg111.11116,333.339Kayu
Klas
II0.1500M32,000,000.00300,000.0010Triplek2.8000Lembar40,000.00112,000.0011Kayu
Dolken20.0000Btg5,000.00100,000.0012Air215.0000ltr100.0021,500.00Jumlah
a3,049,575.30b. Tenaga1Pekerja7.0500Oh50,000.00352,500.002Tukang
Batu0.2750Oh60,000.0016,500.003Tukang
Kayu1.6500Oh60,000.0099,000.004Tukang
Besi2.1000Oh60,000.00126,000.005Kepala
Tukang0.4030Oh75,000.0030,225.006Mandor0.3530Oh65,000.0022,945.00Jumlah
b647,170.00a + b3,696,745.30Overhead
10%369,674.53Total4,066,419.83Blk Gtng / Ring Blk 10/15 Btn f'c =
19,3 Mpa (K 225) Slump (122)cm w/c = 0,58 (227,04 Kg Besi + Beks)/1
m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Papan
Mal0.3200M31,500,000.00480,000.002Paku
Biasa3.2000Kg18,000.0057,600.003Minyak
Bekisting1.6000Ltr13,000.0020,800.004Besi
Beton227.0400Kg11,250.002,554,200.005Kawat
Beton3.0000Kg18,000.0054,000.006Semen371.0000Kg1,200.00445,200.007Pasir698.0000Kg107.1474,785.718Sirtu1047.0000Kg111.11116,333.339Kayu
Klas
II0.1400M32,000,000.00280,000.0010Triplek2.8000Lembar40,000.00112,000.0011Kayu
Dolken16.0000Btg5,000.0080,000.0012Air215.0000ltr100.0021,500.00Jumlah
a4,296,419.05b. Tenaga1Pekerja6.3500Oh50,000.00317,500.002Tukang
Batu0.2750Oh60,000.0016,500.003Tukang
Kayu1.6500Oh60,000.0099,000.004Tukang
Besi1.4000Oh60,000.0084,000.005Kepala
Tukang0.3330Oh75,000.0024,975.006Mandor0.3180Oh65,000.0020,670.00Jumlah
b562,645.00a + b4,859,064.05Overhead
10%485,906.40Total5,344,970.45Blk Gtng / Ring Blk 15/20 Btn f'c =
19,3 Mpa (K 225) Slump (122)cm w/c = 0,58 (227,04 Kg Besi + Beks)/1
m3NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Papan
Mal0.3200M31,500,000.00480,000.002Paku
Biasa3.2000Kg18,000.0057,600.003Minyak
Bekisting1.6000Ltr13,000.0020,800.004Besi
Beton124.8133Kg11,250.001,404,150.005Kawat
Beton3.0000Kg18,000.0054,000.006Semen371.0000Kg1,200.00445,200.007Pasir698.0000Kg107.1474,785.718Sirtu1047.0000Kg111.11116,333.339Kayu
Klas
II0.1400M32,000,000.00280,000.0010Triplek2.8000Lembar40,000.00112,000.0011Kayu
Dolken16.0000Btg5,000.0080,000.0012Air215.0000ltr100.0021,500.00Jumlah
a3,146,369.05b. Tenaga1Pekerja6.3500Oh50,000.00317,500.002Tukang
Batu0.2750Oh60,000.0016,500.003Tukang
Kayu1.6500Oh60,000.0099,000.004Tukang
Besi1.4000Oh60,000.0084,000.005Kepala
Tukang0.3330Oh75,000.0024,975.006Mandor0.3180Oh65,000.0020,670.00Jumlah
b562,645.00a + b3,709,014.05Overhead
10%370,901.40Total4,079,915.45PEKERJAAN PENUTUP ATAPPasang Atap
Seng BJLS 20 (11 Gel) / 1 m2NoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa. Bahan1Seng Gelombang BJLS
200.8300Lbr40,000.0033,200.002Paku
Seng0.0200Kg30,000.00600.00Jumlah a33,800.00b.
Tenaga1Pekerja0.1200Oh50,000.006,000.002Tukang
Kayu0.0600Oh60,000.003,600.003Kepala
Tukang0.0060Oh75,000.00450.004Mandor0.0060Oh65,000.00390.00Jumlah
b10,440.00a + b44,240.00Overhead 10%4,424.00Total48,664.00Pasang
Bubung Seng / 1 m1NoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa. Bahan1Seng
Plat1.0000M130,000.0030,000.002Paku
Seng0.0400Kg30,000.001,200.00Jumlah a31,200.00b.
Tenaga1Pekerja0.1500Oh50,000.007,500.002Tukang
Kayu0.0700Oh60,000.004,200.003Kepala
Tukang0.0080Oh75,000.00600.004Mandor0.0060Oh65,000.00390.00Jumlah
b12,690.00a + b43,890.00Overhead 10%4,389.00Total48,279.00Pasang
Talang Datar/jurai seng bjl 20 lebar 90 cm/ 1
m1NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Seng
Talang1.0500M125,000.0026,250.002Paku
Biasa0.0150Kg18,000.00270.003Kayu, Papan Klas
II0.0190M32,000,000.0038,000.00Jumlah a64,520.00b.
Tenaga1Pekerja0.2000Oh50,000.0010,000.002Tukang
Kayu0.4000Oh60,000.0024,000.003Kepala
Tukang0.0250Oh75,000.001,875.004Mandor0.0100Oh65,000.00650.00Jumlah
b36,525.00a + b101,045.00Overhead
10%10,104.50Total111,149.50PEKERJAAN PLAFONDPlafond Triplek T. 3 mm
/ 1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa.
Bahan1Triplek T. 3 mm0.3750Lbr40,000.0015,000.002Paku
Triplek0.0300Kg25,000.00750.00Jumlah a15,750.00b.
Tenaga1Pekerja0.0700Oh50,000.003,500.002Tukang
Kayu0.1000Oh60,000.006,000.003Kepala
Tukang0.0100Oh75,000.00750.004Mandor0.0035Oh65,000.00227.50Jumlah
b10,477.50a + b26,227.50Overhead 10%2,622.75Total28,850.25Plafond
GRC T. 4 mm / 1 m2NoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa. Bahan1GRC T. 4
mm0.3750Lbr60,000.0022,500.002Paku
Triplek0.0300Kg25,000.00750.00Jumlah a23,250.00b.
Tenaga1Pekerja0.1000Oh50,000.005,000.002Tukang
Kayu0.1000Oh60,000.006,000.003Kepala
Tukang0.0100Oh75,000.00750.004Mandor0.0050Oh65,000.00325.00Jumlah
b12,075.00a + b35,325.00Overhead 10%3,532.50Total38,857.50List
Plafond Profil T.6 cm / 1 m1NoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa. Bahan1List
profil1.0500M15,000.005,250.002Paku
Biasa0.0100Kg18,000.00180.00Jumlah a5,430.00b.
Tenaga1Pekerja0.0500Oh50,000.002,500.002Tukang
Kayu0.0500Oh60,000.003,000.003Kepala
Tukang0.0050Oh75,000.00375.004Mandor0.0030Oh65,000.00195.00Jumlah
b6,070.00a + b11,500.00Overhead 10%1,150.00Total12,650.00PEKERJAAN
KUNCI DAN KACAPasang Kunci Pintu / 1
BuahNoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa.
Bahan1Kunci Double Slaagh1.0000Bh125,000.00125,000.00Jumlah
a125,000.00b. Tenaga1Pekerja0.0100Oh50,000.00500.002Tukang
Kayu0.5000Oh60,000.0030,000.003Kepala
Tukang0.0100Oh75,000.00750.004Mandor0.0050Oh65,000.00325.00Jumlah
b31,575.00a + b156,575.00Overhead 10%15,657.50Total172,232.50Pasang
Engsel Pintu / 1 BuahNoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa. Bahan1Engsel
Pintu1.0000Bh18,000.0018,000.00Jumlah a18,000.00b.
Tenaga1Pekerja0.0150Oh50,000.00750.002Tukang
Kayu0.1500Oh60,000.009,000.003Kepala
Tukang0.0150Oh75,000.001,125.004Mandor0.00075Oh65,000.0048.75Jumlah
b10,923.75a + b28,923.75Overhead 10%2,892.38Total31,816.13Pasang
Engsel Jendela / 1 BuahNoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa. Bahan1Engsel
jendela1.0000Bh12,500.0012,500.00Jumlah a12,500.00b.
Tenaga1Pekerja0.0100Oh50,000.00500.002Tukang
Kayu0.1000Oh60,000.006,000.003Kepala
Tukang0.0100Oh75,000.00750.004Mandor0.0005Oh65,000.0032.50Jumlah
b7,282.50a + b19,782.50Overhead 10%1,978.25Total21,760.75Pasang Hak
Angin / 1 BuahNoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa.
Bahan1Hak Angin1.0000Bh9,000.009,000.00Jumlah a9,000.00b.
Tenaga1Pekerja0.0150Oh50,000.00750.002Tukang
Kayu0.1500Oh60,000.009,000.003Kepala
Tukang0.0150Oh75,000.001,125.004Mandor0.00075Oh65,000.0048.75Jumlah
b10,923.75a + b19,923.75Overhead 10%1,992.38Total21,916.13Pasang
Kaca Tebal 5 mm/ M2NoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa. Bahan1Kaca1.1000Bh85,000.0093,500.00Jumlah
a93,500.00b. Tenaga1Pekerja0.0150Oh50,000.00750.002Tukang
Kayu0.1500Oh60,000.009,000.003Kepala
Tukang0.0150Oh75,000.001,125.004Mandor0.00075Oh65,000.0048.75Jumlah
b10,923.75a + b104,423.75Overhead 10%10,442.38Total114,866.13Pasang
GrendelJendela / 1 BuahNoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa. Bahan1Grendel
Jendela1.0000Bh15,000.0015,000.00Jumlah a15,000.00b.
Tenaga1Pekerja0.0150Oh50,000.00750.002Tukang
Kayu0.1500Oh60,000.009,000.003Kepala
Tukang0.0150Oh75,000.001,125.004Mandor0.00075Oh65,000.0048.75Jumlah
b10,923.75a + b25,923.75Overhead 10%2,592.38Total28,516.13PEKERJAAN
PENUTUP LANTAIPasang Lantai Keramik 30x30 cm / 1
m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa.
Bahan1Keramik 30 x 30 cm
Polos11.0000Bh3,181.8235,000.002Semen10.0000Kg1,200.0012,000.003Pasir0.0450M3150,000.006,750.004Semen
warna1.5000Kg2,500.003,750.00Jumlah a57,500.00b.
Tenaga1Pekerja0.7000Oh50,000.0035,000.002Tukang
Batu0.3500Oh60,000.0021,000.003Kepala
Tukang0.0350Oh75,000.002,625.004Mandor0.0350Oh65,000.002,275.00Jumlah
b60,900.00a + b118,400.00Overhead 10%11,840.00Total130,240.00Pasang
Lantai Keramik 20x20 cm / 1 m2NoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa. Bahan1Keramik 20 x 20
cm26.5000Bh1,773.5847,000.001.062Semen10.4000Kg1,200.0012,480.003Pasir0.0450M3150,000.006,750.004Semen
warna1.6200Kg2,500.004,050.00Jumlah a70,280.00b.
Tenaga1Pekerja0.7000Oh50,000.0035,000.002Tukang
Batu0.3500Oh60,000.0021,000.003Kepala
Tukang0.0350Oh75,000.002,625.004Mandor0.0350Oh65,000.002,275.00Jumlah
b60,900.00a + b131,180.00Overhead 10%13,118.00Total144,298.00Pasang
Dinding Keramik 20x25 cm / 1 m2NoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa. Bahan1Keramik 20 x 25
cm21.0000Bh2,238.1047,000.002Semen9.3000Kg1,200.0011,160.003Pasir0.0180M3150,000.002,700.004Semen
warna1.9400Kg2,500.004,850.00Jumlah a65,710.00b.
Tenaga1Pekerja0.9000Oh50,000.0045,000.002Tukang
Batu0.4500Oh60,000.0027,000.003Kepala
Tukang0.0450Oh75,000.003,375.004Mandor0.0450Oh65,000.002,925.00Jumlah
b78,300.00a + b144,010.00Overhead
10%14,401.00Total158,411.00PEKERJAAN SANITASIMemasang 1 Buah Kloset
JongkokNoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa.
Bahan1Kloset
Jongkok1.0000Bh195,000.00195,000.002Semen6.0000Kg1,200.007,200.003Pasir0.0100M3150,000.001,500.00Jumlah
a203,700.00b. Tenaga1Pekerja1.0000Oh50,000.0050,000.002Tukang
Batu1.5000Oh60,000.0090,000.003Kepala
Tukang1.5000Oh75,000.00112,500.004Mandor0.1600Oh65,000.0010,400.00Jumlah
b262,900.00a + b466,600.00Overhead
10%46,660.00Total513,260.00Memasang 1 Bh Kran 3/4" atau
1/2"NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa.
Bahan1Kran Air1.0000Bh10,000.0010,000.002Seal
Tape0.0250Bh3,000.0075.00Jumlah a10,075.00b.
Tenaga1Pekerja0.0100Oh50,000.00500.002Tukang
Batu0.1000Oh60,000.006,000.003Kepala
Tukang0.0100Oh75,000.00750.004Mandor0.0050Oh65,000.00325.00Jumlah
b7,575.00a + b17,650.00Overhead 10%1,765.00Total19,415.00Memasang 1
Bh Floor DrainNoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa.
Bahan1Floor Drain1.0000Bh25,000.0025,000.00Jumlah a25,000.00b.
Tenaga1Pekerja0.0100Oh50,000.00500.002Tukang
Batu0.1000Oh60,000.006,000.003Kepala
Tukang0.0100Oh75,000.00750.004Mandor0.0050Oh65,000.00325.00Jumlah
b7,575.00a + b32,575.00Overhead 10%3,257.50Total35,832.50PEKERJAAN
PENGECATANPengecatan Bidang Kayu Baru ( 1 Lapis Dempul, 1 Lapis Cat
Dasar, 2 Lapis Cat Penutup ) / 1 m2NoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa. Bahan1Cat
Meni0.2000Kg18,000.003,600.002Dempul0.1500Kg9,500.001,425.003Cat
Dasar0.1700Kg41,000.006,970.004Cat Penutup 2
kali0.2600Kg41,000.0010,660.00Jumlah a22,655.00b.
Tenaga1Pekerja0.0700Oh50,000.003,500.002Tukang
Cat0.0090Oh60,000.00540.003Kepala
Tukang0.0060Oh75,000.00450.004Mandor0.0025Oh65,000.00162.50Jumlah
b4,652.50a + b27,307.50Overhead 10%2,730.75Total30,038.25Pengecatan
Tembok Baru (1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat
Penutup) / 1 m2NoBahan/TenagaKoefisienHarga
Bahan/UpahJumlahKodeRpa. Bahan1Plamir0.1000Kg9,500.00950.002Cat
Dasar0.1000Kg21,000.002,100.003Cat penutup 2
kali0.2600Kg21,000.005,460.00Jumlah a8,510.00b.
Tenaga1Pekerja0.0200Oh50,000.001,000.002Tukang
Cat0.0630Oh60,000.003,780.003Kepala
Tukang0.0063Oh75,000.00472.504Mandor0.0025Oh65,000.00162.50Jumlah
b5,415.00a + b13,925.00Overhead 10%1,392.50Total15,317.50Pengecatan
Plafond (1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) /
1 m2NoBahan/TenagaKoefisienHarga Bahan/UpahJumlahKodeRpa. Bahan1Cat
Dasar0.1000Kg21,000.002,100.002Cat penutup 2
kali0.2600Kg21,000.005,460.00Jumlah a7,560.00b.
Tenaga1Pekerja0.0200Oh50,000.001,000.002Tukang
Cat0.0630Oh60,000.003,780.003Kepala
Tukang0.0063Oh75,000.00472.504Mandor0.0025Oh65,000.00162.50Jumlah
b5,415.00a + b12,975.00Overhead 10%1,297.50Total14,272.50
bahanDAFTAR HARGA SATUAN BAHAN DAN UPAHBiaya Umum10%NOJENIS
BAHAN/UPAHSATUANHARGA SATUANKETERANGANHARGA
SATUAN(Rp)(Rp)123454IUPAH KERJAUPAH KERJA1Kepala
TukangOH75,000.00Kepala
Tukang50,000.002MandorOH65,000.00Mandor50,000.003PekerjaOH50,000.00Pekerja35,000.004Tukang
Kayu/Batu/Besi/CatOH60,000.00Tukang
Kayu/Batu/Besi/Cat45,000.00IIBAHAN-BAHANBAHAN-BAHAN1Amplas
KayuM15,000.00Batu bata300.002AirLtr100.00Batu bata300.003Batu
bataBuah550.004Batu kali / Batu BelahM3250,000.00Batu
kali135,000.005Batu AndesiteM2185,000.006Baut Dia 12
mmBuah11,000.007Besi betonKg11,250.00Besi beton-10,000.008Bubungan
Genteng Metal (Sakura Roof/Setara)Buah25,000.009lampu SL 25
WattBh45,000.00Bola Pijar 60 watt45,000.0010lampu TL 20
WattBh45,000.00Bola Pijar 60 watt45,000.0011Box MCBSet100,000.00Box
Sekring115,000.0012Cat kilat KW 2Kg41,000.00Cat kilat
glotex30,000.0013Cat meny (menara paris)Kg18,000.00Cat meny (menara
paris)10,000.0014Cat meny atap (nipon)Kg12,000.00Cat meny atap
(nipon)16,000.0015Cat tembok KW 2Kg21,000.00Cat tembok
metrolite19,500.0016DempulKg9,500.00Dempul5,000.0017Engsel
jendelaBuah12,500.00Engsel jendela kuning18,000.0018Engsel
pintuBuah18,000.00Engsel pintu kuning22,500.0019Floor
DrainBuah25,000.0020Genteng Metal (Roof)Lembar38,000.0021Grendel
jendelaBuah15,000.00Grendel jendela2,500.0022Hak
anginBuah9,000.00Hak angin3,500.0023Instalasi
listrikTitik150,000.00Instalasi listrik120,000.0024Kaca Polos T. 5
mmM285,000.0025Kaca Reben T. 5 mmM290,000.0026Kawat beton
(ikat)Kg18,000.00Kaca bening tebal 5 mm88,000.0027Kayu
bulat/dolkanBatang5,000.00Kaca reben tebal 5 mm90,000.0028Kayu klas
I (kulim/sejenis)M34,500,000.00Kawat beton (ikat)9,000.0029Kayu
klas IIM32,000,000.00Kayu bulat/dolkan4,500.0030Kayu
mersawaM32,500,000.00Kayu klas I (kulim)1,600,000.0031Kerikil
(sirtu)M3150,000.00Kloset jongkok (KIA)
standart/Sejenis145,000.0032Keramik Warna 20 X 25 cm (KW
I)Kotak47,000.0033Keramik Polos 30x30 cm (KW
I)Kotak35,000.0034Keramik warna 20x20 cm (KW
I)Kotak47,000.0035Klosed JongkokBuah195,000.0036Kran
AirBuah10,000.0037Lis Plafond Grafis T. 6 cmM15,000.0038Pintu +
Kusen FiberSet375,000.0039Kunci pintu 2 slaagBuah125,000.00Lem
aibon25,000.0040Lampu Tl 40 Watt BambuSet150,000.00Lem
ultra25,000.0041Lem KayuKg22,000.00Minyak
bekisting10,000.0042Minyak bekistingLiter13,000.00Paku biasa 1" s/d
5"9,800.0043Minyak catLiter9,000.00Paku sekrup8,000.0044Paku biasa
1" s/d 5"Kg18,000.00Paku seng RRT18,000.0045Paku
SengKg30,000.0046Paku Genteng MetalKg21,000.0047Paku
sekrupKotak30,000.00Paku triplek13,000.0048Paku
triplekKg25,000.00Papan mal700,000.0070.6549Papan klas
IIM32,000,000.00Pasir88,000.0050Papan malM31,500,000.00Pipa PVC
1/2"12,000.0051Pasir BetonM3150,000.00Pipa PVC dia.
3/4"16,000.0052Pasir UrugM3120,000.00Pipa PVC dia.
3/4"16,000.0053PlamirKg9,500.00Seal Tape5,000.0054Papan GRC t. 5
mmLembar60,000.00Seal Tape5,000.0055Pipa PVC Dia
1/2"M13,750.0056Pipa PVC Dia 1"M16,750.00675057Pipa PVC Dia
2"M112,500.001250058Pipa PVC Dia 3"M122,500.002250059Pipa PVC Dia
4"M137,500.001500060Profil List TembokM155,000.00Semen type
I41,500.0061Pipa HawaBh25,000.0062Sakelar gandaBuah30,000.00Seng
gelombang 6 kaki BJLS 20 (11 gel.)35,000.0063Sakelar
TunggalBuah28,000.00Seng gelombang 6 kaki BJLS 20 (11
gel.)35,000.0064Seal TapeBuah3,000.00Septic Tank1,000,000.0065Semen
putihKg2,500.00Stop kontak3,500.0012830700066Semen type
IZak60,000.00Tanah Timbunan15,000.0067Seng Gelombang 11 Kaki BJLS
20Lembar40,000.0068Seng Gelombang Warna (SNI)Lembar60,000.0069Seng
TalangM125,000.00Triplek tebal 3 mm35,000.0070Seng
platM130,000.00Triplek tebal 3 mm35,000.0071Septic
TankUnit3,000,000.00Kotak Angin 4/1335,000.0072Stop
kontakBuah30,000.0073Triplek T. 3 mmLembar40,000.0074Tanah
TimbunanM360,000.00Catatan :Harga Sudah Termasuk Ongkos Angkut,
Muat dan Bongkar
PERHIT VOL (2)PERHITUNGAN
VOLUME00000000128,307,000.00DATAPANJANG POND
DINDING:34.0018VERTIKALPANJANG SLOOF (DIND +
TERAS):34.0016HORTINGGI BANGUNAN:3.0034-TERASNOITEM
PEKERJAANSATUKURANVOLUMEP (M)L (M)T (M)unitM1M2M3LSIPEKERJAAN
PENDAHULUAN1Pek. Pengukuran /
BouwplankM121.0012.5067.0000LS1.002Pek. Papan Nama Kegiatan +
DokumentasiLS1.003Pek. Pembersihan dan Perataan
LokasiM2214.5021.0012.50262.50(6.00)8.00(48.00)4Pek. Air Kerja +
Listrik KerjaLS1.00IIPEKERJAAN TANAH DAN PASIR1Pek. Galian Tanah
PondasiM310.29aPondasi menerus34.000.550.5510.29bpondasi tapak Uk
1X1-0.500.55--cparit-0.350.30-2Pek. Urugan Tanah
KembaliM32.570002.703.009.000.102.70-6.500.15--6.500.15--1.500.10--1.500.05--1.500.05----3Pek.
Urugan Pasir Bawah Pondasi (T. 5 Cm)M30.85117aPondasi
menerus34.000.500.050.85bpondasi tapak Uk 1X1-0.500.05--4Pek.
Urugan Pasir Bawah Lantai (T. 5
Cm)M31.801314.009.000.051.80-6.500.05--6.500.05---$ 128,307,000-$
--$ --$ --$ -IIIPEKERJAAN PASANGAN & BETON1Pek.
AnstampingM334.000.450.050.772Pek. Pondasi + Umpak Batu Kali Ad. 1
: 4M37.6534.000.380.607.650.350.350.45--3Pek. Sloof 15/20 Cm Beton
Bertulang f'c = 19,3 MPa (K 225)M334.000.150.201.024Pek. Kolom
Praktis 11/11 Cm Btn Btlng f'c = 19,3 MPa (K
225)M30.110.112.858.000.280000.200.202.85--5Pek. Pasangan Dinding
Batu Bata Trassram Ad. 1 : 2M27.26a.Sloof
bangunan34.000.3010.20bLuas Kusen9.80(0.30)(2.94)6Pek. Pasangan
Dinding Batu Bata Ad. 1 : 4M281.11a.Sloof
bangunan34.002.5586.70bLuas Kusen(5.59)ctedeng layar
spg-2.20--1.50-dtedeng layar dpn-2.20-eriol-0.40-7Pek. Ring Balok
10/15 cm Btn Btlng f'c = 19,3 MPa (K
225)M30.5134.000.100.150.5100M3-0.150.20-IVPEKERJAAN LANTAI &
PLESTERAN1Pek. Lantai Cor Ad. 1:3:5 (T. 5 Cm) Selasar
(Acian)M31.804.009.000.051.80-6.500.05--6.500.05-2Pek. Plesteran
Trassram 1 : 2M214.52luas Dinding Trassram7.263Pek. Plesteran
Dinding Ad.1 : 4M2162.22luas
Dinding81.1100097.0014.504.0058.006.503.0019.508.503.0025.50-1.50-(2.00)3.00(6.00)0006.002.003.006.0000016.001.0016.00asumsi
1 Km. MandiVPEKERJAAN KAYU & PASANGAN1Pek. Kozen Pintu ,Jendela
+ Singok Kayu Kls. IM30.272Pek. Daun Pintu Panel Papan Kayu
MersawaM24.803Pek. Daun Jendela Kaca Bening T. 5 mm Papan Kls.
IIM22.31000-VIPEKERJAAN KAP ATAP & PLAPOND1Pek. Kuda-kuda,
Gording + Kanopi Kayu Kls. IIM31.312Pek. Rangka Plapond Kayu Kls
IIM264.883Pek. Plafond Triplek T. 3 mmM264.884Pek. Lisplank Papan
2.3/25 cm Kayu Kls. IIM133.20VIIPEKERJAAN PENUTUP ATAP1Pek. Atap
Seng Gelombang BJLS 20M282.502Pek. Bubungan + Flashing Seng
PlatM121.80000-VIIIPEKERJAAN ELEKTRIKAL1Pek. Pemasangan Instalasi
ListrikTtk8.002Pek. Pemasangan Saklar GandaBh1.003Pek. Pemasangan
Saklar TunggalBh3.004Pek. Pemasangan Stop KontakBh3.005Pek.
Pemasangan Lampu SL 25 WattBh4.00000-6Pek. Pemasangan MCB
PanelSet1.00IXPEKERJAAN PENGGANTUNG DAN PENGUNCI1Pek. Kunci Pintu
Double SlaagBh3.002Pek. Pemasangan Engsel PintuBh9.003Pek.
Pemasangan Engsel JendelaBh6.004Pek. Pemasangan Grendel
JendelaBh3.005Pek. Pemasangan Tarikan JendelaBh3.006Pek. Pemasangan
Hak
AnginBh6.00000001.000001.000001.000001.000004.000004.000001.0000024.00XPEKERJAAN
PENGECATAN & FINISHING1Pek. Pengecatan Tembok dan
BetonM2176.742Pek. Pengecatan Daun Pintu/Kozen dan
JendelaM219.893Pek. Pengecatan Lisplank + List PlapondM213.284Pek.
Pengecatan PlafondM264.885Pek. Belangkin / TeerLs1.00CAT :1KUSEN
DAN PINTU DARI PERHITUNGAN KUSEN2KUDA-KUDA, ATAP. PLAFOND DARI
PERHITUNGAN KAYU
DARI PERHIT KUSENDARI PERHIT KAYUDARI PERHITKAYU(P ats + P
bwh)/2
kayuPERHITUNGAN KUDA- KUDAKK 14 UnitA (cm2)P (M)L (M)V
(M3)KeteranganBtg Tarik2 x 6/121444.60-0.07KiKaki
Kuda26/12723.74-0.03Ki2K1+2(1/2K1)6/12723.74-0.03ka6/12720.00-0.00ka6/12720.00-0.00kaPengaku6/12720.800.016/12720.800.016/12720.700.016/12720.700.01KiAndher6/12720.800.01Gapit5/101000.000.000.15Vol
1 kkVOL KK 10.594kkKK 22 UnitA (cm2)P (M)L (M)V (M3)Btg
Tarik2X6/121444.00-0.06KiKaki
Kuda26/12724.12-0.03Ki6/12724.12-0.03ka6/12720.00-0.00ka6/12720.00-0.00kaPengaku6/12721.600.016/12720.000.006/12721.000.016/12720.000.00Andher6/12722.000.01Gapit5/101002.000.020.171
kkVOL KK 20.000kkKK34 UnitA (cm2)P (M)L (M)V (M3)Btg tarik2' x
6/121445.00-0.07KiKaki
Kuda26/12723.60-0.03Ki723.600.03720.00-0.00Ki720.000.00Pengaku6/12721.100.016/12721.100.016/12720.900.016/12720.900.016/12720.000.006/12720.000.00Andher6/12721.700.01Gapit5/101003.000.030.191
kk0.000kkKK44 UnitA (cm2)P (M)L (M)V (M3)Btg tarik2' x
6/121443.00-0.04KiKaki
Kuda26/12723.60-0.03Ki720.000.00720.000.00720.000.00Pengaku6/12721.100.016/12720.900.01720.000.00720.000.00Andher6/121.21.800.00Gapit5/101002.000.020.101
kk0.000kkkanopi0 UnitA (cm2)P (M)L (M)V (M3)Btg tarik2' x
6/121440.90-0.01KiKaki
Kuda26/12721.20-0.01Ki720.000.00Pengaku6/12720.700.016/12720.000.006/12720.000.006/12720.000.00Andher6/121.20.000.000.031
kk0.000kkJurai Dalam2 UnitA (cm2)P (M)JlhV (M3)Kaki
Kuda6/12725.9400.00Ki6/12724.5000.006/12722.0000.006/12721.0000.000.000.00Jurai
Luar3 UnitA (cm2)P (M)JlhV (M3)Kaki
Kuda6/12724.0000.00Ki6/12725.6600.006/12722.0000.006/12726.7900.006/12722.1200.000.0020.560.00Ikt
Angin 13 UnitA (cm2)P (M)L (M)V (M3)2 x 5/101004.0030.122 x
5/101002.0000.000.12Nok1 UnitA (cm2)P (M)L (M)V
(M3)Balok6/127211.000.08Papan Reuter6/122011.000.020.10TotalA
(cm2)P (M)JumlahV
(M3)Gording5/105011.0080.44Blkk44.755019.0000.00Dpn5017.0000.00Dpn5016.0000.005015.0000.003.125508.0000.003.1255012.0000.003.1255014.0000.003.1255016.0000.003.1255012.5000.003.1255010.5000.003.125508.5000.003.125506.5000.003.125505.0000.003.1250.44VOLUME
TOTAL KUDA-KUDA1.25VOLUME TOTAL KUDA-KUDA +
Eff1.313.7466666667PERHITUNGAN ATAPPBwh (M)P Ats (M)L (M)A
(M2)Keterangan11.0011.003.7541.2511.0011.003.7541.251.15128307000VOL
Rangka Atap82.50+ Effisiensi82.50PERHITUNGAN BUBUNGANBELUM
DIHITUNGP(M)KeteranganATAP
UTAMA11.00FLASHING10.800.00total21.80PERHITUNGAN
TALANGP(M)Keterangan0.00total0.00PERHITUNGAN
LISTPLANKP(M)KeteranganAtap Utama11.20dpn22.00sp knn0.00sp
knn0.00blktotal33.20PERHITUNGAN PLAFONDP (M)L (M)A
(M2)Keterangan9654.003.43.210.88050.0064.88TOTAL64.88PERHITUNGAN
LIST PLAFONDP
(M)KeteranganDalam68.0011.062.0017.085.0012.005.404.405.400.000.000.000.00130.34Teras
+ Luar0.000.000.000.001283070000.000.000.000.00VOL List
Plafond130.34
KUSENPERHITUNGAN KUSENKUSEN PJ13 UnitA (M2)P (M)CAT (M2)V
(M3)Keterangan6/132.732.06Tinggi Pintu2.242.061.68Tinggi
Jendela01.1Lebar Total0.760.700Lebar Jendela00000.3telinga
kusen7.962.413.008.1923.887.240.193 UnitKUSEN PJ20 UnitA (M2)P
(M)CAT (M2)V
(M3)Keterangan6/133.572.522.522.021.581.580.620.3telinga
kusen11.143.3700.0000.000.000 UnitKS P10 unitA (M2)P (M)CAT (M2)V
(M3)Keterangan6/132.502.722.720.920.9200telinga
kusen0.27.482.02Jumlah00.0000.000.000 unitKUSEN P20 UnitA (M2)P
(M)CAT (M2)V (M3)Keterangan6/132.772.722.721.021.0200.2telinga
kusen7.682.081 Bh00.0000.000.000 UnitKUSEN FBR0 UnitA (M2)P (M)CAT
(M2)V (M3)Keterangan6/131.621.861.860.870FIBER4.591.151
UNIT00.0000.000.000 UnitKUSEN P30 UnitA (M2)P (M)CAT (M2)V
(M3)Keterangan6/132.162.642.732.640.8200.2telinga kusen6.31.601
UNIT00.0000.000.000 UnitKUSEN J10 UnitA (M2)P (M)CAT (M2)V
(M3)Keterangan6/133.591.772.731.771.771.772.032.032.03000.4telinga
kusen13.574.171 UNIT00.0000.000.000 UnitKUSEN J20 UnitA (M2)P
(M)CAT (M2)V
(M3)Keterangan6/132.421.772.731.771.771.371.371.370.4telinga
kusen9.822.921 UNIT00.0000.000.000 UnitKUSEN J40 UnitA (M2)P (M)CAT
(M2)V
(M3)Keterangan6/133.532.042.732.042.041.731.731.731.730.4telinga
kusen13.444.131 UNIT00.0000.000.000 UnitKUSEN J50 UnitA (M2)P
(M)CAT (M2)V (M3)Keterangan6/131.531.872.731.870.820.820.4telinga
kusen5.781.501 UNIT00.0000.000.000 UnitKUSEN TDL0 UnitA (M2)P
(M)CAT (M2)V
(M3)Keterangan6/130.860.552.730.550.90.690.691.190.4telinga
kusen4.971.571 UNIT00.0000.000.000 UnitKUSEN TDL10 UnitA (M2)P
(M)CAT (M2)V (M3)Keterangan6/130.460.642.730.640.650.380.38telinga
kusen2.690.771 UNIT00.0000.000.000 Unittedeng Layar0 UnitA (M2)P
(M)CAT (M2)V (M3)Keterangan6/134.072.952.953.3800.2telinga
kusen9.482.401 Bh00.0000.000.000 Unit33.3333333333BV20 UnitA (M2)P
(M)CAT (M2)V (M3)Keterangan6/130.950.720.721.321.3200.2telinga
kusen4.281.101 Bh00.0000.000.000 Unit33.3333333333BV19 UnitA (M2)P
(M)CAT (M2)V (M3)Keterangan6/130.040.250.250.150.150.4telinga
kusen1.20.351 Bh90.3410.83.170.089 Unit33.3333333333LuasPjg KsLs
CatVol KsTOTAL KUSEN8.5334.6810.410.27PERHITUNGAN PAS PINTU &
JENDELAPINTU PANELUnitL (M)P (M)Luas (M2)CAT
(m2)KeteranganPJ1,P230.8024.8010.1000.822.10.000.0000.722.150.000.00TOTAL34.808.08PINTU
P. kacaUnitL (M)P (M)Luas (M2)CAT
(m2)Keteranganp100.621.120.000.00TOTAL00.000.00JENDELAJENDELAUnitL
(M)P (M)Luas (M2)CAT
(m2)KeteranganPJ,J2,J330.701.12.311.391.280.881.22J100.560.560.000.000.640.440.6100.920.410.000.0000.820.410.000.0000.720.410.000.000.760.641.14TOTAL32.311.39JALUSIUnitP
(M)L (M)Luas (M2)CAT
(m2)KeteranganP100.850.10.000.00J.300.620.10.000.00J.300.720.10.000.00BV100.400.10.000.00BV100.700.10.000.00TOTAL00.000.00JALUSI
bajaUnitL (M)P (M)Luas (M2)CAT
(m2)KeteranganV102.320.30.000.00J.301.130.30.000.00BV1,BV2TOTAL00.000.00KACA
MATIJENDELAUnitL (M)P (M)Luas (M2)CAT
(m2)KeteranganJ300.620.250.00P100.520.40.000.68BV00.560.250.000.52P1.00.640.360.00P300.870.360.00J100.631.70.00J.200.641.20.00J.300.630.50.00J.500.550.50.00TOTAL0.000.00JML
TOTAL CAT PINTU DAN KUSEN DAN JALUSI19.89
BESIPERHITUNGAN BESISloof/Blk 15/20Berat kg/M'V Btn (M3)Pjg Bs
(M)Jml Bs (Bh)Berat (Kg/M3)Keterangan0,15/0,20.620.031.00482.67Besi
10Sengkang 8-15 cm0.220.030.60730.80Total113.47+ Eff124.81KLM
15/25Berat kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat
(Kg/M3)Keterangan0,15/0,250.620.041.00466.13Besi 10Sengkang 6-15
cm0.220.040.70728.75Total94.88+ Eff104.37BLK 10/35Berat kg/M'V Btn
(M3)Pjg Bs (M)Jml Bs (Bh)Berat
(Kg/M3)Keterangan0,1/0,350.620.041.00235.43Besi
100.890.041.004101.71Besi 12Sengkang 6-15
cm0.220.040.84736.96Total174.10+ Eff191.51KLM 50/50Berat kg/M'V Btn
(M3)Pjg Bs (M)Jml Bs (Bh)Berat
(Kg/M3)Keterangan0,5/0,50.620.251.0049.92Besi
100.890.251.00414.24Besi 12Sengkang 6-15
cm0.220.251.90711.70Total35.86+ Eff39.45Sloof/R.balk 10/15Berat
kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat
(Kg/M3)Keterangan0,1/0,150.620.021.004165.33Besi 10Sengkang 6-15
cm0.220.020.40741.07Total206.40+ Eff227.0414.52Plat T.12 cmBerat
kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat
(Kg/M3)Keterangan5165.28925619831/1/0,120.620.121.0020103.33Besi
10+ Eff113.67Kolom 30/30Berat kg/M'V Btn (M3)Pjg Bs (M)Jml Bs
(Bh)Berat (Kg/M3)Keterangan0,3/0,30.620.091.00427.56Besi 10Sengkang
6-15 cm0.220.091.14719.51Total47.06+ Eff51.77Balok 20/20Berat
kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat
(Kg/M3)Keterangan0,2/0,20.000.041.0000.00Besi
140.620.041.00462.00Besi 12Sengkang 6-15
cm0.220.040.70726.95Total88.95+ Eff97.85Kolom 20/30 terasBerat
kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat
(Kg/M3)Keterangan0,2/0,30.620.061.00662.00Besi 10Sengkang 6-15
cm0.220.060.86722.07Total84.07+ Eff92.48Kolom 10/10Berat kg/M'V Btn
(M3)Pjg Bs (M)Jml Bs (Bh)Berat
(Kg/M3)Keterangan0,11/0,110.620.011.004204.96Besi 10Sengkang 6-15
cm1500.220.010.34743.27157.5Total248.23+ Eff273.05B. Anak
15/02Berat kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat
(Kg/M3)Keterangan0,13/0,200.620.031.00482.67Besi 10Sengkang 6-15
cm0.220.030.60730.80Total113.47+ Eff124.81B.Tgg 20/20Berat kg/M'V
Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat
(Kg/M3)Keterangan0,20/0,200.890.031.004118.27Besi 12Sengkang 6-15
cm0.280.030.66743.12Total161.39+ Eff177.53Pond FP 0,5/0,5Berat
kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat
(Kg/M3)Keterangan0.620.051.40469.44Besi
103.33333333330.620.051.40469.441.95.3333333333Total138.88+
Eff152.77Kolom 13/13Berat kg/M'V Btn (M3)Pjg Bs (M)Jml Bs (Bh)Berat
(Kg/M3)Keterangan0,13/0,130.620.021.004146.75Besi 10Sengkang 6-15
cm0.280.020.42748.71Total195.46+ Eff215.00
PERHITUNGNA VOLUMEPERHITUNGAN VOLUME PEKERJAANNoUraian
PekerjaanSmblAnalisa PekerjaanVol.satPEKERJAAN TANAH DAN PASIRPek.
Galian Tanah PondasiV(( la + lb ) / 2 ) * p * t14.70m3Panjang Total
Galian (m')p49.00Lebar Atas (m)la0.25Lebar Bawah (M)lb0.50Tinggi
Galian (m)t0.80Pek. Urugan Tanah KembaliVvol. galian
pondasi/34.90m3Pek. Urugan Pasir Bawah Pondasi (T. 5 Cm)Vp * l *
t1.23m3Panjang Total ( m )p49.00Lebar (m)l0.50Tinggi pasir Urug
(m)t0.05Pek. Urugan Pasir Bawah Lantai (T. 5 Cm)Vp l * t2.45m3luas
lantai (m)p49.00Tinggi pasir Urug (m)t0.05PEKERJAAN PASANGAN &
BETONPek. Batu Kosong (anstamping)Vp * l * t2.45m3Panjang Total ( m
)p49.00Lebar (m)l0.50tinggi anstamping (m)t0.10Pek. Pondasi + Umpak
Batu Kali Ad. 1 : 4V(( la + lb ) / 2 ) * p * t9.19m3Panjang Total
(m)p49.00Lebar atas (m)la0.25Lebar Bawah (m)lb0.50Tinggi
(m)t0.50Pek. Sloof 15/20 Cm Beton Bertulang f'c = 19,3 MPa (K
225)Vp* l1.47m3Panjang Total (m)p49.00Luas Kolom (m)la0.03Pek.
Kolom Praktis 15/15 Cm Btn Btlng f'c = 19,3 MPa (K 225)vp *
l*jumlah baloktinggi kolom (m)t3.51.26m3luas kolom (m)l0.02jumlah
balokbh18.00Pek. Pasangan Dinding Batu Bata Trassram Ad. 1 : 2lp *
l9m2panjang (m)p45lebar (m)l0.2Pek. Pasangan Dinding Batu Bata Ad.
1 : 4lp * l -bahan pelengkap157.50m2panjang (m)p45.00lebar
(m)l3.50bahan pelengkap m2l-Pek. Ring Balok 10/15 cm Btn Btlng f'c
= 19,3 MPa (K 225)vp * l0.74m3panjang balok (m)p49.00luas balok
m2l0.02Pek. Plesteran Trassram 1 : 2LL*218.00m2luas trassram
m2l9jumlah dinding luar dalam2Pek. Plesteran Dinding Ad.1 :
4LL*2254.86m2Luas Dinding (m2)L127.43jumlah dinding diluar dan
didalambh2Pek. Lantai corluas lantaiL452.25m3tebal lantai cor (0.05
m)t0.05Pek. Pasang Keramik Lantai 30x30 cmvluas lantai -luas
dinding38.25m2jumlah luas lantai (m2)L45.00Luas Dinding
(m2)Ld6.75PEKERJAAN KAYU & PASANGANKayu Kusen Pintu Jendela
& VentilasiVol. Total Kayu Kosen0.77m3kosen type JV 1 BAG.
BAWAH((t + h) * n * l)0.14m3Panjang total ambang tegak
(m')t3.40Panjang total ambang horisontal (m')h1.34Jumlah unit
(bh)n4.00Luas Volume Kayu 6/12 (m)l0.01kosen type JV 1 BAG. ATAS((t
+ h) * n * l)0.12m3Panjang total ambang tegak (m')t2.60Panjang
total ambang horisontal (m')h1.40Jumlah unit (bh)n4.00Luas Volume
Kayu 6/12 (m)l0.01kosen type PJV 1 BAG. BAWAH((t + h) * n *
l)0.07m3Panjang total ambang tegak (m')t3.40Panjang total ambang
horisontal (m')h1.20Jumlah unit (bh)n2.00Luas Volume Kayu 6/12
(m)l0.01kosen type PJV 1 BAG. ATAS((t + h) * n * l)0.05m3Panjang
total ambang tegak (m')t2.60Panjang total ambang horisontal
(m')h1.00Jumlah unit (bh)n2.00Luas Volume Kayu 6/12 (m)l0.01kosen
type PJV 1 BAG, UTAMA((t + h) * n * l)0.04m3Panjang total ambang
tegak (m')t2.60Panjang total ambang horisontal (m')h2.40Jumlah unit
(bh)n1.00Luas Volume Kayu 6/12 (m)l0.01kosen type JV1((t + h) * n *
l)0.22m3Panjang total ambang tegak (m')t1.96Panjang total ambang
horisontal (m')h4.20Jumlah unit (bh)n5.00Luas Volume Kayu 6/12
(m)l0.01kosen type PJV2((t + h) * n * l)0.04m3Panjang total ambang
tegak (m')t4.00Panjang total ambang horisontal (m')h0.90Jumlah unit
(bh)n1.00Luas Volume Kayu 6/12 (m)l0.01kosen type PV1((t + h) * n *
l)0.11m3Panjang total ambang tegak (m')t4.00Panjang total ambang
horisontal (m')h0.90Jumlah unit (bh)n3.00Luas Volume Kayu 6/12
(m)l0.01vol. total daun pintu4.80Pek. Daun Pintu
UTAMAvjp*l*t*p1.20m3tinggi pintu (m)p2.00lebar pintu (m)l1.20tebal
pintu (m)t0.50jumlah pintujp1.00Pek. Daun Pintu
RUANGANvjp*l*t*p3.60m3tinggi pintu (m)p2.00lebar pintu
(m)l0.90tebal pintu (m)t0.50jumlah pintujp4.00vol. total daun
jendela3.10Pek. Daun Jendela BAG. DEPANvjp*l*t*p1.02m3tinggi Daun
pintu (m)p3.40lebar daun pintu (m)l1.00tebal daun pintu
(m)t0.05jumlah daun pintujp6.00Pek. Daun Jendela BAG.
Sampingvjp*l*t*p2.08m3tinggi Daun pintu (m)p1.60lebar daun pintu
(m)l5.20tebal daun pintu (m)t0.05jumlah daun pintujp5.00PEKERJAAN
KAP ATAP & PLAPONDPek. Kuda-kuda, GordingTotal Volume Kuda-
kuda`2.45m3Balok Tarikp * L * n * s0.45m3Panjang Balok Tarik 2x6/12
(m')p10.50Luas kayu 6/12 (m)L0.01Banyak kuda kuda (unit)n3.002 buah
kayu balok tariks2.00Kaki Kuda- kudap * L * n * s0.30m3Panjang kaki
kuda- kuda (m')p6.85Luas kayu 6/12 (m)L0.01Banyak kuda
kudan3.00Jumlah sisis2.00Tiang Makelarp * L * n0.06m3Panjang tiang
makelar (m')p2.8Luas kayu 6/12 (m)L0.01Banyak kuda kudan3.00Skor
kaki Kuda- kuda Miring + Tegakp * L * n * s0.20m3Panjang Total
Untuk 1 Kuda- Kuda (m')p4.60Luas kayu 5/10 (m)L0.01Banyak kuda
kudan3.00Jumlah sisis2.00Balok Apit Kuda- kuda 2x5/10p * L * n *
s0.32m3Panjang Total (m')p4.00Luas kayu 5/10 (m)L0.005Banyak kuda
kudan8.00Jumlah sisis2.00Skor Angin Kuda- kuda 5/10p * L *
n0.12m3Panjang Total (m')p4.00Luas kayu 5/10 (m)L0.005Banyak Skor
Anginn6.00Gording Kuda- kudap * L1.00m3Panjang total gording
keseluruhan (m')p200.70Luas kayu 5/10 (m)L0.01Pek. Rangka Plapond
Kayu Kls IILuas total Rangka Plafond (m)Ltot123.30123.30m2pek.
Plafon triplek T.3cmluas72.0072.00m2Pek. Lisplank Papan 2.3/25 cm
Kayu Kls. IIv35.60m'Lisplank Atapp35.60PEKERJAAN PENUTUP ATAPPek.
Atap Seng Gelombang warna (SNI)Ltot173.82m2Panjang Total Atap
(m')p11.15Lebar Sisi Miring Atap (m')l6.75Jumlah Sisin2.00COS
30Alpa0.87Pek. Bubungan + Flashing Seng PlatPanjang
totalp11.1511.15m'PEKERJAAN ELEKTRIKALPek. Pemasangan Instalasi
Listrikttk88.00ttkPek. Pemasangan Saklar Gandabh3.003.00bhPek.
Pemasangan Saklar Tunggalbh3.003.00bhPek. Pemasangan Stop
Kontakbh6.006.00bhPek. Pemasangan Lampu SL 25 Wattbh6.006.00bhPek.
Pemasangan MCB Panelbh1.001.00bhPEKERJAAN PENGGANTUNG DAN
PENGUNCIPek. Kunci Pintu Double Slaagbh5.005.00bhPek. Pemasangan
Engsel Pintubh10.0010.00bhPek. Pemasangan Engsel
Jendelabh14.0014.00bhPek. Pemasangan Grendel
Jendelabh7.007.00bhPek. Pemasangan Tarikan Jendelabh7.007.00bhPek.
Pemasangan Hak Anginbh14.0014.00bhPEKERJAAN PENGECATAN &
FINISHINGPek. Pengecatan Tembok dan Betonvp*l-luas
jp140.70m2panjang tembokp45.00tinggi tembokt3.50luas kusen,jendela,
pintujp16.80Pek. Pengecatan Daun Pintu/Kozen dan JendelaV16.8m2luas
kusen dan jendela m2L16.80Pek. Pengecatan Lisplank + List
Plapondp*l8.9m2panjang lisplank (M)p35.60lebar Lisplank
(M)l0.25Pek. Pengecatan PlafondL1-L256.25m2luas plafon
(m2)L163.00luas dinding (m2)L26.75
V = (P X L) / Cos