RENCANA ANGGARAN BIAYA PEKERJAAN PEMBANGUNAN YAYASAN DAYAH TAUTHIATUL ABRAAR (DTA) DESA REULUI BUSU - KEC. MUTIARA KABUPATEN PIDIE E. PEKERJAAN PEMBANGUNAN MUSHALLA NO
URAI AN PEKERJAAN
VOLUME
SAT
ANALISA
2
3
4
5
62.00 1.00
m' Ls
RSNI T-12-2002-B4 Taksir
1 1 2
A. PEKERJAAN PERSIAPAN Pasangan Bouwplank Administrasi
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
B PEKERJAAN TANAH & PONDASI Gal ian tanah bawah pondasi Gal ian tanah bawah pondasi tapak Gal ian tanah bawah sloof gantung Urugan kembali tanah bawah pondasi Urugan kembali tanah bawah pondasi tapak Urugan kembali tanah bawah sloof gantung Lapisan pasir bawah pondasi Lapisan pasir/aanstamping bawah pondasi tapak Lapisan pasir bawah pondasi sloof gantung Aanstamping batu kali Pasangan pondasi batu belah Co C or beton tebal 10 cm' Co Cor beton tebal 5 cm' Pasangan batu bata trasram 1 PC : 2 PS Pl asteran bata trasram 1 PC : 2 PS
HARGA SATUAN (Rp) 6 63,000.00 8,000,000.00
3,906,000.00 8,000,000.00 11,906,000.00
39,000.00 39,000.00 39,000.00 12,900.00 12,900.00 12,900.00 154,200.00 154,200.00 154,200.00 371,800.00 656,200.00 567,400.00 567,400.00 99,700.00 37,000.00
4,617,600.00 5,534,100.00 205,920.00 381,840.00 457,627.50 17,028.00 912,864.00 1,526,580.00 292,980.00 4,402,112.00 64,583,204.00 3,744,840.00 880,888.50 2,791,600.00 2,072,000.00 92,421,184.00
Jumlah 118.40 141.90 5.28 29.60 35.48 1.32 5.92 9.90 1.90 11.84 98.42 6.60 1.55 28.00 56.00
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m2 m2
SNI DT D T-91-0006-2007-6.1 SNI DT D T-91-0006-2007-6.1 SNI DT D T-91-0006-2007-6.1 SNI DT D T-91-0006-2007-6.9 SNI DT D T-91-0006-2007-6.9 SNI DT D T-91-0006-2007-6.9 SNI DT-91-0006-2007-6.11 SNI DT-91-0006-2007-6.11 SNI DT-91-0006-2007-6.11 SNI DT-91-0007-2007-6.9 SNI DT-91-0007-2007-6.2 SNI DT-91-0008-2007-6.9 SNI DT-91-0008-2007-6.9 SNI DT D T-91-0009-2007-6.7 SNI DT D T-91-0010-2007-6.2
Jumlah
1 2 3 4 5 6 7 8 9 10 11
C. PEKERJAAN BETON Lantai I Pondasi tapak 1,60 x 1,60 cm Pondasi tapak 1,40 x 1,40 cm Pondasi tapak 1,20 x 1,20 cm Pondasi tapak 1,40 x 2,40 cm Pondasi tapak 1,20 x 2,20 cm Tiang pondasi tapak 1,60 x 1,60 cm Tiang pondasi tapak 1,40 x 1,40 cm Tiang pondasi tapak 1,20 x 1,20 cm Tiang pondasi tapak 1,40 x 2,40 cm Tiang pondasi tapak 1,20 x 2,20 cm Sloof beton 35/50 cm Kol om bulat D 45 cm Kol om 35/35 cm Ko K ol om 20/35 cm Kol om 15/30 cm Ko K ol om 25/25 cm Bal ok l atai 13/15 cm Ta Tangga Lantai II Bal ok 35/50 cm Bal ok 20/30 cm Pl at lantai tebal 12 cm Kol om bulat D 45 cm Kol om 35/35 cm Kol om 20/35 cm Kol om 15/30 cm Ring bal ok 25/40 cm Ring bal ok 20/30 cm Ring bal ok 15/25 cm Bal ok l atai 13/15 cm
1 2 3 4
D. PEKERJAAN PASANGAN & PLESTERAN Lantai I Pasangan batu bata trasram 1 PC : 2 PS Pasangan batu bata 1 PC : 4 PS Pl asteran 1 PC : 2 PS Pl asteran 1 PC : 4 PS
1 2
Lantai II Pasangan batu bata 1 PC : 4 PS Pl asteran 1 PC : 4 PS
1 2
E. PEK. RANGKA ATAP & PENUTUP ATAP Atap cor plat dag Kubah GRC
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
JUMLAH HARGA (Rp) 7
4.10 10.98 2.30 5.38 6.34 1.28 3.43 0.98 1.96 5.88 36.05 7.70 17.52 1.98 7.70 1.71 0.72 8.24
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3
Suplemen 1 Suplemen 1 Suplemen 1 Suplemen 1 Suplemen 1 Suplemen 4 Suplemen 4 Suplemen 4 Suplemen 4 Suplemen 4 Suplemen 2 Suplemen 3 Suplemen 4 Suplemen 5 Suplemen 6 Suplemen 7 Suplemen 12 Suplemen 14
3,493,300.00 3,493,300.00 3,493,300.00 3,493,300.00 3,493,300.00 4,490,600.00 4,490,600.00 4,490,600.00 4,490,600.00 4,490,600.00 3,159,400.00 4,156,200.00 4,490,600.00 4,402,800.00 4,092,700.00 3,342,300.00 6,680,200.00 3,739,800.00
14,308,556.80 38,342,460.80 8,048,563.20 18,779,980.80 22,133,548.80 5,747,968.00 15,402,758.00 4,400,788.00 8,801,576.00 26,404,728.00 113,896,370.00 31,981,959.00 78,664,085.50 8,717,544.00 31,493,326.50 5,715,333.00 4,819,764.30 30,815,832.33
30.80 1.32 30.84 2.56 9.56 0.84 1.89 22.10 4.92 0.75 0.33
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3
Suplemen 8 Suplemen 10 Suplemen 13 Suplemen 3 Suplemen 4 Suplemen 5 Suplemen 6 Suplemen 9 Suplemen 12 Suplemen 11 Suplemen 12
3,604,600.00 5,759,100.00 4,543,400.00 4,156,200.00 4,490,600.00 4,402,800.00 4,092,700.00 4,189,900.00 6,680,200.00 5,363,800.00 6,680,200.00
111,021,680.00 7,602,012.00 140,118,456.00 10,639,872.00 42,907,683.00 3,698,352.00 7,735,203.00 92,596,790.00 32,866,584.00 4,022,850.00 2,171,065.00 923,855,690.03
Jumlah
98.00 713.02 196.00 1,426.04
m2 m2 m2 m2
SNI DT D T-91-0009-2007-6.7 SNI DT-91-0009-2007-6.9 SNI DT D T-91-0010-2007-6.2 SNI DT D T-91-0010-2007-6.4
99,700.00 150,500.00 37,000.00 33,100.00
9,770,600.00 107,309,510.00 7,252,000.00 47,201,924.00
311.00 622.00
m2 m2
SNI DT-91-0009-2007-6.9 SNI DT D T-91-0010-2007-6.4
150,500.00 33,100.00
46,805,500.00 20,588,200.00 238,927,734.00
4,543,400.00 80,000,000.00
107,224,240.00 80,000,000.00 187,224,240.00
Jumlah 23.60 1.00
m3 bh
Suplemen 13 Taksir
Jumlah
1
2
3
4
5
1
2
3
F. PEK. KOSEN, PINTU, JENDELA & KUNCI Lantai I & Lantai II PINT INTU P 1 = 1 Unit Unit - Daun pintu kaca 80 x 250 cm' - Kunci tanam 2 slaag - Engs Engsel el pint pintu u - Bingkai pintu PINT INTU P 2 = 4 Unit Unit - Kayu kosen 6/13 - Ventilasi jal usi - Daun pintu 80 x 210 cm' - Kunci tanam 2 slaag - Engs Engsel el pint pintu u - Ventilasi kayu sirip PINT INTU P 4 = 2 Unit Unit - Kayu kosen 6/13 - Ventilasi jal usi - Daun pintu 80 x 210 cm' - Kunci tanam 2 slaag - Engs Engsel el pint pintu u JEND JENDEL ELA A J 1 = 2 Unit Unit - Kayu kosen 6/13 - Daun jendel a 50 x 160 cm' - Grendel jendel a - Engsel jendel a - Hak angin - Tarikan jendel a - Kaca 5 mm - Ventilasi kayu sirip JEND JENDEL ELA A J 2 = 8 Unit Unit - Kayu kosen 6/13 - Daun jendel a 50 x 160 cm' - Grendel jendel a - Engsel jendel a - Hak angin - Tarikan jendel a - Kaca 5 mm - Ventilasi kayu sirip Lantai II PINT INTU P 3 = 2 Unit Unit - Kayu kosen 6/13 - Daun pintu 80 x 210 cm' - Kunci tanam 2 slaag - Engsel pintu - Ventilasi kayu sirip JEND JENDEL ELA A J 3 = 2 Unit Unit - Kayu kosen 6/13 - Daun jendel a 60 x 150 cm' - Grendel jendel a - Engsel jendel a - Hak angin - Tarikan jendel a - Kaca 5 mm JEND JENDEL ELA A V 1 = 12 Unit Unit - Kayu kosen 6/13 - Kaca 5 mm
4.00 2.00 4.00 4.00 1.00
m2 bh bh bh
Taksir Taksir Taksir Taksir
500,000.00 300,000.00 150,000.00 1,000,000.00
2,000,000.00 600,000.00 600,000.00 1,000,000.00
0.36 m3 0.79 m3 6.72 m2 4.00 bh 8.00 8.00 bh 4.00 Un U nit
SNI DT-91-0011-2007-6.1 SNI DT-91-0011-2007-6.6 SNI DT-91-0011-2007-6.5 RSNI T-30-200-B.2 RSNI T-30-200-B.5 Taksir
8,068,900.00 353,500.00 493,200.00 167,100.00 38,000.00 60,000.00
2,912,743.80 280,537.60 3,314,304.00 668,400.00 304,000.00 240,000.00
0.11 m3 0.40 m3 3.36 m2 2.00 bh 4.00 4.00 bh
SNI DT-91-0011-2007-6.1 SNI DT-91-0011-2007-6.6 SNI DT-91-0011-2007-6.5 RSNI T-30-200-B.2 RSNI T-30-200-B.5
8,068,900.00 353,500.00 493,200.00 167,100.00 38,000.00
896,228.86 140,268.80 1,657,152.00 334,200.00 152,000.00
0.37 m3 3.42 m2 20.00 bh 20.00 bh bh 20.00 bh 10.00 bh bh 28.12 m2 10.00 Un U nit
SNI DT-91-0011-2007-6.1 SNI DT-91-0011-2007-6.6 RSNI T-30-200-B.25 RSNI T-30-200-B.6 RSNI T-30-200-B.9 RSNI T-30-200-B.26 RSNI T-30-200-B.17 Taksir
8,068,900.00 353,500.00 31,100.00 28,300.00 29,000.00 29,000.00 143,800.00 60,000.00
2,995,821.19 1,210,384.00 622,000.00 566,000.00 580,000.00 290,000.00 4,043,656.00 600,000.00
0.66 m3 5.48 m2 32.00 bh 32.00 bh bh 32.00 bh 16.00 bh bh 18.00 m2 16.00 Un U nit
SNI DT-91-0011-2007-6.1 SNI DT-91-0011-2007-6.6 RSNI T-30-200-B.25 RSNI T-30-200-B.6 RSNI T-30-200-B.9 RSNI T-30-200-B.26 RSNI T-30-200-B.17 Taksir
8,068,900.00 353,500.00 31,100.00 28,300.00 29,000.00 29,000.00 143,800.00 60,000.00
5,301,848.26 1,936,614.40 995,200.00 905,600.00 928,000.00 464,000.00 2,587,939.84 960,000.00
0.14 m3 3.36 m2 2.00 bh 6.00 bh 2.00 Un U nit
SNI DT-91-0011-2007-6.1 SNI DT-91-0011-2007-6.5 RSNI T-30-200-B.2 RSNI T-30-200-B.5 Taksir
8,068,900.00 493,200.00 167,100.00 38,000.00 60,000.00
1,168,118.52 1,657,152.00 334,200.00 228,000.00 120,000.00
0.08 0.79 8.00 8.00 8.00 4.00 0.88
m3 m2 bh bh bh bh m2
SNI DT-91-0011-2007-6.1 SNI DT-91-0011-2007-6.6 RSNI T-30-200-B.25 RSNI T-30-200-B.6 RSNI T-30-200-B.9 RSNI T-30-200-B.26 RSNI T-30-200-B.17
8,068,900.00 353,500.00 31,100.00 28,300.00 29,000.00 29,000.00 143,800.00
636,926.69 280,537.60 248,800.00 226,400.00 232,000.00 116,000.00 126,774.08
0.37 7.80
m3 m2
SNI DT-91-0011-2007-6.1 RSNI T-30-200-B.17
8,068,900.00 143,800.00
2,945,471.26 1,121,640.00 49,528,918.89
77,400.00 154,200.00 567,400.00 125,300.00 125,100.00 2,569,400.00
17,956,800.00 4,564,320.00 11,756,528.00 37,402,050.00 3,694,828.50 190,135,600.00
77,400.00
18,343,800.00 283,853,926.50
Jumlah
1 2 3 4 5 6 1
G. PEKERJAAN LANTAI Lantai I Urugan tanah urug bawah lantai Urugan pasir urug bawah lantai Cor beton tebal 7 cm' Keramik uk. 40 x 40 cm Keramik tangga uk. 30 x 30 cm Keramik dinding uk. 40 x 60 cm Lantai II Keramik uk. 40 x 40 cm
232.00 29.60 20.72 298.50 29.54 74.00
m3 m3 m3 m2 m2 m2
SNI DT-91-0006-2007-6.16 SNI DT DT-91-0006-2007-6.11 SNI DT-91-0008-2007-6.9 SNI DT-91-0012-2007-6.64 SNI DT-91-0012-2007-6.67 SNI DT-91-0012-2007-6.66
237.00
m3
SNI DT-91-0006-2007-6.16 Jumlah
1 2 1 2
H. PEKERJAAN LANGIT-LANGIT Lantai I Pl afond Gy Gypsum 6 mm' de dengan ra ranga baja ringan List profil (keliling bidang plafond) Lantai II Pl afond triplex 4 mm' dengan rangka kayu List profil (keliling bidang plafond)
229.50 229.50
m2 m2
SNI DT 91-0013-2007-6.5 SNI DT 91-0013-2007-6.9
87,100.00 13,200.00
19,989,450.00 3,029,400.00
261.00 261.00
m2 m2
SNI DT 91-0013-2007-6.5 SNI DT 91-0013-2007-6.9
87,100.00 13,200.00
22,733,100.00 3,445,200.00 49,197,150.00
Jumlah
1 2
I. PEKERJAAN LISTRIK Lantai I Decoratif - Lampu hias Armatur - Lampu HE 18 watt
1.00
U Un nit
Taksir
2,000,000.00
2,000,000.00
38.00 Unit
Taksir
45,000.00
1,710,000.00
3
4
5
6 7 8
1 2
3
4
Instalasi titik pener penerangan angan,, instalasi instalasi termasuk termasuk kabel NYA 3 x 2,5 mm dalam pipa PVC fitting lampu dan kel engkapan instalasi terpasang. Instalas Instalasii titik kontak, kontak, instala instalasi si termasuk termasuk kabel kabel NYA 3 x 2,5 mm dalam pipa PVC, kotak kontak BROCO dan kelengkapan instal asi terpasang. Saklar la lampu - Sakl ar tunggal merk BROCO - Sakl ar ganda merk BROCO Bok Sekering Sekering MCB merk merk VIVA 4 group group lengkap lengkap terpasang MCB 6 Amphere Grounding Grounding sistem pentanah pentanahan an termasuk termasuk kabel BC 6 mm, pipa galvanis lengkap terpasang dengan tahanan mencapai 2 ohm Lantai II Armatur - Lampu HE 18 watt Instalasi titik pener penerangan angan,, instalasi instalasi termasuk termasuk kabel NYA 3 x 2,5 mm dalam pipa PVC fitting lampu dan kel engkapan instalasi terpasang. Instalas Instalasii titik kontak, kontak, instala instalasi si termasuk termasuk kabel kabel NYA 3 x 2,5 mm dalam pipa PVC, kotak kontak BROCO dan kelengkapan instal asi terpasang. Saklar la lampu - Sakl ar tunggal merk BROCO - Sakl ar ganda merk BROCO - Sakl ar tripl e merk BROCO
38.00
Ttk
Taksir
125,000.00
4,750,000.00
10.00
Ttk
Taksir
125,000.00
1,250,000.00
8.00 Unit 6.00 Unit
Taksir Taksir
25,000.00 35,000.00
200,000.00 210,000.00
1.00 1.00
bh bh bh
Taksir Taksir
550,000.00 1,500,000.00
550,000.00 1,500,000.00
1.00 Unit
Taksir
1,000,000.00
1,000,000.00
41.00 Unit
Taksir
45,000.00
1,845,000.00
41.00
Ttk
Taksir
125,000.00
5,125,000.00
4.00
Ttk
Taksir
125,000.00
500,000.00
1.00 Unit 3.00 Unit 2.00 Unit
Taksir Taksir Taksir
25,000.00 35,000.00 45,000.00
25,000.00 105,000.00 90,000.00 18,860,000.00
Jumlah
1 2 3 4 1 2 3 4
J. PEKERJAAN PENGECATAN Lantai I Cat dinding tembok (L/D) Cat plafond dan l ist pl afond Cat mengkilat kayu kosen pintu/jendel a Cat mengkilat daun pintu/jendela & jal usi Lantai II Cat dinding tembok (L/D) Cat plafond dan l ist pl afond Cat mengkilat kayu kosen pintu/jendel a Cat mengkilat daun pintu/jendela & jal usi
4,598.98 229.50 73.11 40.35
m2 m2 m2 m2
PT. T-38-2000-C-B14 PT. T-38-2000-C-B14 PT. T-38-2000-C-B8 PT. T-38-2000-C-B8
17,800.00 17,800.00 29,100.00 29,100.00
81,861,826.20 4,085,100.00 2,127,501.00 1,174,056.96
1,337.30 261.00 28.69 8.31
m2 m2 m2 m2
PT. T-38-2000-C-B14 PT. T-38-2000-C-B14 PT. T-38-2000-C-B8 PT. T-38-2000-C-B8
17,800.00 17,800.00 29,100.00 29,100.00
23,803,940.00 4,645,800.00 834,879.00 241,739.52 118,774,842.68
Jumlah
1 1 2
K. PEKERJAAN SANITASI Lantai I Pemasangan instalasi air hujan 3" Lantai II Floor drain Pemasangan instalasi air hujan 3"
120.00
m'
RSNI T-15-2002-B.31
45,700.00
5,484,000.00
20.00 120.00
Bh m'
RSNI T-15-2002-B.36 RSNI T-15-2002-B.31
30,600.00 45,700.00
612,000.00 5,484,000.00 11,580,000.00
Jumlah 1 2 3 4 5 6 7 8
L. PEKERJAAN LAIN - LAIN Pemben Pembentu tukan kan kolom kolom teras teras depan depan (bentuk sesuai gambar) Pemben Pembentu tukan kan kolom kolom teras teras sampin samping g (bentuk sesuai gambar) List ban keliling keliling bangun bangunan an ( bentuk sesuai gambar) Pemasangan besi hollow anak tangga (bentuk sesuai gambar) Pemasangan besi hollow bagian teras depan (bentuk sesuai gambar) Pemasangan besi hollow bagian teras samping (bentuk sesuai gambar) Pemasangan besi hollow bagian teras void dalam (bentuk sesuai gambar) Pembentukan Sudut bangunan bangunan ( Reli ef )
1.00 1.00
unit
Taksir
7,500,000.00
7,500,000.00
2.00 2.00
unit
Taksir
7,500,000.00
15,000,000.00
150. 150.00 00
m'
Taksir
100,000.00
15,000,000.00
6.72
m2
Taksir
950,000.00
6,384,000.00
2.80
m2
Taksir
650,000.00
1,820,000.00
8.48
m2
Taksir
650,000.00
5,512,000.00
20.16
m2
Taksir
650,000.00
108.00
m2
Taksir
13,104,000.00 27,000,000.00 91,320,000.00
250,000.00 Jumlah
REKAPITULASI BIAYA PEKERJAAN PEMBANGUNAN MUSHALLA A B C D E F G H I J K L
PEKERJAAN PERSI APAN PEKERJAAN PONDASI PEKERJAAN BETON PE P EKERJAAN PASANGAN & PLESTERAN PEKERJAAN RANGKA ATAP & PENUTUP ATAP PEK. KOSEN, PI NTU, JENDELA & KUNCI PEKERJAAN LANTAI PEKERJAAN LANGIT-LANGI T PEKERJAAN LI STRI K PEKERJAAN PENGECATAN PEKERJAAN SANI TASI PEKERJAAN LAI N-LAIN JUMLAH PPH 2,5 % TOTAL DIBULATKAN
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
Banda Aceh , 13 Desember 2010 CV. POLI CIPTA CONSULTANT
Bisri Juniar, ST Direktur
11,906,000.00 92,421,184.00 923,855,690.03 238,927,734.00 187,224,240.00 49,528,918.89 283,853,926.50 49,197,150.00 18,860,000.00 118,774,842.68 11,580,000.00 91,320,000.00 2,077,449,686.10 51,936,242.15 2,129,385,928.25 2,129,385,900.00
DAFTAR ANALISA HARGA SATUAN I
PEKERJAAN PERSIAPAN
RSNI T-12-2002-B4
1 m Pengukuran dan pemasangan bouwplank -
Kayu kasau 5/7
0.01
M
x Rp. 2,600,000.00 2,600,000.00
=
Rp.
-
Paku Kayu 2"-5"
0.02
x Rp.
15,000.00
=
Rp.
300.00
-
Kayu Papan Bouwplank 3/20
0.01
Kg M
x Rp. 2,600,000.00 2,600,000.00
=
Rp.
18,200.00 18,200.00
-
Tukang
0.10
Oh
x Rp.
78,700.00
=
Rp.
7,870.00
-
Pekerja
0.10
Oh
x Rp.
49,700.00
=
Rp.
4,970.00
-
Kepala Tukang
0.01
Oh
x Rp.
94,500.00
=
Rp.
945.00
-
Mandor
0.01
Oh
x Rp.
71,600.00
=
Rp.
358.00
Juml ah
=
Rp.
63,843.00
Dibulatkan
=
R p.
63,000.00
49,700.00 71,600.00
= =
Rp. Rp.
37,275.00 1,790.00
Juml ah Dibulatkan
=
Rp. Rp
39,065.00 39,000.00
12,425.00
II
31,200.00 31,200.00
PEKERJAAN TANAH
SNI DT-91-0006-2007-6.1 DT-91-0006-2007-6.1 3
1 M Galian tanah biasa - Pekerja - Mandor
0.75 0.03
Oh Oh
x Rp. x Rp.
SNI DT-91-0006-2007-6.9 DT-91-0006-2007-6.9 3
1 M Urugan kembali tanah bekas galian - Pekerja Mandor
-
0.25
Oh
x Rp.
49,700.00
=
Rp.
0.01
Oh
x Rp.
71,600.00
=
Rp.
572.80
Juml ah
=
Rp.
12,997.80
Dibulatkan
Rp
12,900.00
SNI DT-91-0006-2007-6.16 DT-91-0006-2007-6.16
1 M3 Urugan Tanah bawah lantai -
Tanah Timbun/Urug
1.20
M3
x Rp.
51,500.00
Rp
61,800.00
-
Pekerja
0.30
Oh
x Rp.
49,700.00
Rp
14,910.00
-
Mandor
0.01
Oh
x Rp.
71,600.00
Rp
716.00
Juml ah Dibulatkan
Rp Rp
77,426.00 77,400.00
SNI DT-91-0006-2007-6.11 DT-91-0006-2007-6.11 3
1 M Urugan pasir - Pasir urug Pekerja Mandor
-
III III
1.20
M
x Rp.
115,500.00 115,500.00
=
Rp.
138,600.00 138,600.00
0.30
Oh
x Rp.
49,700.00
=
Rp.
14,910.00
0.01
Oh
x Rp.
71,600.00
=
Rp.
716.00
Juml ah
=
Rp.
154,226.00
Dibulatkan
=
R p.
154,200.00
x Rp.
205,000.00 205,000.00
=
Rp.
246,000.00 246,000.00
PEK PEKERJAA RJAAN N PONDA ONDASI SI
SNI DT-91-0007-2007-6.9 DT-91-0007-2007-6.9 3
1 M Pasang Aanstamping batu gunung/kali - Batu Gunung/Kali
1.20
M
3
-
Pasir urug
0.43
M
x Rp.
115,500.00 115,500.00
=
Rp.
49,896.00 49,896.00
-
Pekerja
0.78
Oh
x Rp.
49,700.00
=
Rp.
38,766.00
-
Tukang
0.39
Oh
x Rp.
78,700.00
=
Rp.
30,693.00
-
Kepala Tukang
0.04 0.04
Oh Oh
x Rp. x Rp.
94,500.00 71,600.00
= =
Rp. Rp.
3,685.50 2,792.40
Juml ah Dibulatkan
= =
Rp. R p.
371,832.90 371,800.00
Mandor
SNI DT-91-0007-2007-6.2 3
1M -
IV
Pasang pondasi batu gunung/kali, 1 Pc : 4 Ps Batu Gunung/Kali Semen Portland Pasir Pasang
1.20 163.00
M
x Rp.
205,000.00
=
Rp.
246,000.00
x Rp.
1,300.00
=
Rp.
211,900.00
0.52
Kg 3 M
x Rp.
126,000.00
=
Rp.
65,520.00
Pekerja
1.50
Oh
x Rp.
49,700.00
=
Rp.
74,550.00
Tukang
0.60
Oh
x Rp.
78,700.00
=
Rp.
47,220.00
Kepala Tukang
0.06
Oh
x Rp.
94,500.00
=
Rp.
5,670.00
Mandor
0.08
Oh
x Rp.
71,600.00
=
Rp.
5,370.00
Juml ah
=
Rp.
656,230.00
Dibulatkan
=
Rp.
656,200.00
x Rp.
90.00
=
Rp.
68,400.00
x Rp.
92.59
=
Rp.
95,277.78
PEKERJAAN AAN BE BETON
SNI DT-91-0008-2007-6.5 3
1 M Beton mutu f'c = 14,5 Mpa (K175), slump (12 ± 2) cm, w/c = 0,68 760.00 Kg - Pasir Beton 1,029.00 Kg - Kerikil Beton (M aximum 30 mm) Semen Portland 326.00 Kg
x Rp.
1,300.00
=
Rp.
423,800.00
Liter
x Rp.
300.00
=
Rp.
64,500.00
1.65
OH
x Rp.
49,700.00
=
Rp.
82,005.00
Tukang
0.28
OH
x Rp.
78,700.00
=
Rp.
21,642.50
Kepala Tukang
0.03
OH
x Rp.
94,500.00
=
Rp.
2,646.00
M andor
0.08
OH
x Rp.
71,600.00
=
Rp.
5,942.80
-
Air
-
Pekerja
-
215.00
Juml ah
=
Rp.
764,214.08
Dibulatkan
=
Rp.
764,200.00
x Rp.
90.00
=
Rp.
62,280.00
x Rp.
92.59
=
Rp.
96,203.70
SNI DT-91-0008-2007-6.8 3
1 M Beton mutu f'c = 12,7 Mpa (K250), slump (12 ± 2) cm, w/c = 0,56 Kg - Pasir Beton 692.00 Kg - Kerikil Beton (Maximum 30 mm) 1,039.00 Semen Portland Kg 384.00
x Rp.
1,300.00
=
Rp.
499,200.00
Liter
x Rp.
300.00
=
Rp.
64,500.00
1.65
OH
x Rp.
49,700.00
=
Rp.
82,005.00
Tukang
0.28
OH
x Rp.
78,700.00
=
Rp.
21,642.50
Kepala Tukang
0.03
OH
x Rp.
94,500.00
=
Rp.
2,646.00
M andor
0.08
OH
x Rp.
71,600.00
=
Rp.
5,942.80
Juml ah
=
Rp.
834,420.00
Dibulatkan
=
Rp.
834,400.00
-
Air
-
Pekerja
-
215.00
SNI DT-91-0008-2007-6.9
1 M³ Membuat beton, 1 Pc : 3 Ps : 6 Kr -
Semen portland
218.00
Kg
x Rp.
1,300.00
=
Rp.
283,400.00
-
Pasir beton
0.52
M³
x Rp.
126,000.00
=
Rp.
65,520.00
-
Koral beton 2-3
0.87
M³
x Rp.
125,000.00
=
Rp.
108,750.00
-
Pekerja
1.65
Oh
x Rp.
49,700.00
=
Rp.
82,005.00
-
Tukang
0.25
Oh
x Rp.
78,700.00
=
Rp.
19,675.00
-
Kepala Tukang
0.03
Oh
x Rp.
94,500.00
=
Rp.
2,362.50
-
Mandor
0.08
Oh
x Rp.
71,600.00
=
Rp.
5,728.00
Juml ah
=
Rp.
567,440.50
Dibulatkan
=
Rp.
567,400.00
13,125.00
SNI DT-91-0008-2007-6.17
1 Kg Pembesian dengan besi polos -
Besi beton polos
1.05
Kg
x Rp.
12,500.00
=
Rp.
-
Kawat beton
0.05
Kg
x Rp.
18,500.00
=
Rp.
925.00
-
Pekerja
0.01
Oh
x Rp.
49,700.00
=
Rp.
347.90
-
Tukang
0.01
Oh
x Rp.
78,700.00
=
Rp.
550.90
-
Kepala tukang
0.00
Oh
x Rp.
94,500.00
=
Rp.
66.15
-
Mandor
0.00
Oh
x Rp.
71,600.00
=
Rp.
28.64
Juml ah
=
Rp.
15,043.59
Dibulatkan
=
Rp.
15,000.00
SNI DT-91-0008-2007-6.18
1 Kg Pembesian dengan besi ulir -
Besi beton ulir
1.05
Kg
x Rp.
18,000.00
=
Rp.
18,900.00
-
Kawat beton
0.05
Kg
x Rp.
18,500.00
=
Rp.
925.00
-
Pekerja
0.01
Oh
x Rp.
49,700.00
=
Rp.
347.90
-
Tukang Kepala tukang
0.01 0.00
Oh Oh
x Rp. x Rp.
78,700.00 94,500.00
= =
Rp. Rp.
550.90 66.15
-
Mandor
0.00
Oh
x Rp.
71,600.00
=
Rp.
28.64
Jumlah Dibulatkan
= =
Rp. Rp.
20,818.59 20,800.00
x Rp. 2,600,000.00
=
Rp.
104,000.00 4,500.00
SNI DT-91-0008-2007-6.20
1 M² Pasang bekisting untuk pondasi -
0.04
M³
-
Kayu Bekisting Paku Kayu
0.30
Kg
x Rp.
15,000.00
=
Rp.
-
Minyak bekisting
0.10
Lt
x Rp.
5,000.00
=
Rp.
500.00
-
Pekerja
0.52
Oh
x Rp.
49,700.00
=
Rp.
25,844.00
-
Tukang
0.26
Oh
x Rp.
78,700.00
=
Rp.
20,462.00
-
Kepala tukang
0.03
Oh
x Rp.
94,500.00
=
Rp.
2,457.00
-
Mandor
0.03
Oh
x Rp.
71,600.00
=
Rp.
1,861.60
Jumlah
=
Rp.
159,624.60
Digunakan 2 kali pakai Dibulatkan
=
Rp.
79,812.30 79,800.00
x Rp. 2,600,000.00
=
Rp.
117,000.00 4,500.00
SNI DT-91-0008-2007-6.21
1 M² Pasang bekisting untuk sloof Kayu Bekisting
0.05
M³
-
Paku Kayu
0.30
Kg
x Rp.
15,000.00
=
Rp.
-
Minyak bekisting
0.10
Lt
x Rp.
5,000.00
=
Rp.
500.00
-
Pekerja
0.52
Oh
x Rp.
49,700.00
=
Rp.
25,844.00
-
Tukang Kepala tukang
0.26 0.03
Oh Oh
x Rp. x Rp.
78,700.00 94,500.00
= =
Rp. Rp.
20,462.00 2,457.00
-
Mandor
0.03
Oh
x Rp.
71,600.00
=
Rp.
1,861.60
Jumlah
=
Rp.
172,624.60
-
Digunakan 2 kali pakai
86,312.30 Dibulatkan
=
Rp.
86,300.00
M³ Kg
x Rp. 2,600,000.00 x Rp. 15,000.00
= =
Rp. Rp.
143,000.00 6,000.00
SNI DT-91-0008-2007-6.22
1 M² Pasang bekisting untuk kolom -
Kayu Bekisting Paku Kayu
0.06
-
Minyak bekisting
0.20
Lt
x Rp.
5,000.00
=
Rp.
1,000.00
-
Multiplek tebal tebal 9 mm
0.35
Lbr
x Rp.
154,000.00
=
Rp.
53,900.00
-
Dolken kayu ø 8 - 10 x 4 m
2.00
Btg
x Rp.
40,000.00
=
Rp.
80,000.00
-
Pekerja
0.66
Oh
x Rp.
49,700.00
=
Rp.
32,802.00
-
Tukang
0.33
Oh
x Rp.
78,700.00
=
Rp.
25,971.00
-
Kepala tukang
0.03
Oh
x Rp.
94,500.00
=
Rp.
3,118.50
-
Mandor
0.03
Oh
x Rp.
71,600.00 Jumlah
= =
Rp. Rp.
2,362.80 348,154.30
Dibulatkan
=
Rp.
174,000.00
0.40
Digunakan 2 kali pakai
174,077.15
SNI DT-91-0008-2007-6.23
1 M² Pasang bekisting untuk balok -
Kayu bekisting
0.06
M³
x Rp. 2,600,000.00
=
Rp.
150,800.00
-
Paku Kayu
0.40
Kg
x Rp.
15,000.00
=
Rp.
6,000.00
-
Minyak bekisting
0.20
Lt
x Rp.
5,000.00
=
Rp.
1,000.00
-
Multiplek tebal 9 mm
0.35
Lbr
x Rp.
154,000.00
=
Rp.
53,900.00
-
Dolken kayu ø 8 - 10 x 4 m
2.00
Btg
x Rp.
40,000.00
=
Rp.
80,000.00
-
Pekerja
0.66
Oh
x Rp.
49,700.00
=
Rp.
32,802.00
-
Tukang
0.33
Oh
x Rp.
78,700.00
=
Rp.
25,971.00
-
Kepala tukang
0.03
Oh
x Rp.
94,500.00
=
Rp.
3,118.50
-
Mandor
0.03
Oh
x Rp.
71,600.00
=
Rp.
2,362.80
Jumlah
=
Rp.
355,954.30
Dibulatkan
=
R p.
177,977.15 177,900.00
Digunakan 2 kali pakai
SNI DT-91-0008-2007-6.24
1 M² Pasang bekisting untuk lantai -
Kayu bekisting
0.06
M³
x Rp. 2,600,000.00
=
Rp.
143,000.00
-
Paku Kayu
0.40
Kg
x Rp.
15,000.00
=
Rp.
6,000.00
-
Minyak bekisting
0.20
Lt
x Rp.
5,000.00
=
Rp.
1,000.00
-
Multiplek tebal 9 mm
0.35
Lbr
x Rp.
154,000.00
=
Rp.
53,900.00
-
Dolken kayu ø 8 - 10 x 4 m
6.00
Btg
x Rp.
40,000.00
=
Rp.
240,000.00
-
Pekerja
0.66
Oh
x Rp.
49,700.00
=
Rp.
32,802.00
-
Tukang
0.33
Oh
x Rp.
78,700.00
=
Rp.
25,971.00
-
Kepala tukang
0.03
Oh
x Rp.
94,500.00
=
Rp.
3,118.50
-
Mandor
0.03
Oh
x Rp.
71,600.00
=
Rp.
2,362.80
Jumlah
=
Rp.
508,154.30
Dibulatkan
=
R p.
254,077.15 254,000.00
Digunakan 2 kali pakai
SNI DT-91-0008-2007-6.25
1 M² Pasang bekisting untuk tangga -
Kayu bekisting
0.05
M³
x Rp. 2,600,000.00
=
Rp.
117,000.00
-
Paku Kayu
0.40
Kg
x Rp.
15,000.00
=
Rp.
6,000.00
-
Minyak bekisting
0.15
Lt
x Rp.
5,000.00
=
Rp.
750.00
-
Multiplek tebal 9 mm
0.35
Lbr
x Rp.
154,000.00
=
Rp.
53,900.00
-
Dolken kayu ø 8 - 10 x 4 m
2.00
Btg
x Rp.
40,000.00
=
Rp.
80,000.00
-
Pekerja
0.66
Oh
x Rp.
49,700.00
=
Rp.
32,802.00
-
Tukang
0.33
Oh
x Rp.
78,700.00
=
Rp.
25,971.00
-
Kepala tukang
0.03
Oh
x Rp.
94,500.00
=
Rp.
3,118.50
-
Mandor
0.03
Oh
x Rp.
71,600.00
=
Rp.
2,362.80
Jumlah
=
Rp.
321,904.30
Digunakan 2 kali pakai
160,952.15 Dibulatkan
=
R p.
160,900.00
Pekerjaan lain-lain -
Membongkar dan menyiram beton
1.00
Ls
x Rp.
49,700.00
=
Rp.
49,700.00
Jumlah Dibulatkan
= =
Rp. R p.
49,700.00 49,700.00
Rekapitulasi Pekerjaan Beton Suplemen 1 1 m3 Beton bertulang pondasi tapak -
SNI DT-91-0008-2007-6.8
-
SNI DT-91-0008-2007-6.18
1.00 m3
-
SNI DT-91-0008-2007-6.20
4.00 m2
-
Pekerjaan l ai n-lain
1.00 ls
110.10 kg
x Rp. x Rp.
834,400.00
=
Rp.
834,400.00
20,800.00
=
Rp.
2,290,080.00
x Rp. x Rp.
79,800.00
=
Rp.
319,200.00
=
Rp.
49,700.00
Juml ah
=
3,493,380.00
Dibulatkan
=
Rp. Rp.
49,700.00
3,493,300.00
Suplemen 2 1 m3 Beton bertulang sloof 35 x 50 cm -
SNI DT-91-0008-2007-6.8
-
SNI DT-91-0008-2007-6.21 Pekerjaan l ain-lai n
-
SNI DT-91-0008-2007-6.17
1.00 m3 123.73 kg 4.86 m2 1.00 ls
x Rp. x Rp.
834,400.00
=
Rp.
834,400.00
15,000.00
=
Rp.
1,855,950.00
x Rp. x Rp.
86,300.00
= =
Rp. Rp.
419,418.00
49,700.00
49,700.00
Jumlah
=
Dibulatkan
=
Rp. Rp.
3,159,400.00
834,400.00
=
Rp.
834,400.00
3,159,468.00
Suplemen 3 1 m3 Beton bertulang kolom bulat D45 cm -
SNI DT-91-0008-2007-6.8
-
SNI DT-91-0008-2007-6.17
x Rp.
15,000.00
=
Rp.
2,402,100.00
-
SNI DT-91-0008-2007-6.22
5.00 m2
x Rp.
174,000.00
=
Rp.
870,000.00
-
Pekerjaan l ain-lai n
1.00 ls
x Rp.
1.00 m3 160.14 kg
x Rp.
=
Rp.
49,700.00
Jumlah
=
4,156,200.00
Dibulatkan
=
Rp. Rp.
49,700.00
4,156,200.00
Suplemen 4 1 m3 Beton bertulang kolom 35 x 35 cm -
SNI DT-91-0008-2007-6.8
-
SNI DT-91-0008-2007-6.17 SNI DT-91-0008-2007-6.22
-
Pekerjaan l ain-lai n
1.00 m3
x Rp. x Rp.
834,400.00
=
Rp.
834,400.00
15,000.00
=
Rp.
2,613,000.00
5.71 m2
x Rp.
174,000.00
=
Rp.
993,540.00
1.00 ls
x Rp.
49,700.00
=
4,490,640.00 4,490,600.00
174.20 kg
Jumlah
=
Dibulatkan
=
Rp. Rp. Rp.
834,400.00
=
Rp.
834,400.00
49,700.00
Suplemen 5 1 m3 Beton bertulang kolom 20 x 35 cm -
SNI DT-91-0008-2007-6.8
1.00 m3
-
SNI DT-91-0008-2007-6.17
x Rp.
15,000.00
=
Rp.
2,525,250.00
-
SNI DT-91-0008-2007-6.22
5.71 m2
x Rp.
174,000.00
=
Rp.
993,540.00
-
Pekerjaan l ain-lai n
1.00 ls
x Rp.
168.35 kg
x Rp.
=
Rp.
49,700.00
Jumlah
=
4,402,890.00
Dibulatkan
=
Rp. Rp.
49,700.00
4,402,800.00
Suplemen 6 1 m3 Beton bertulang kolom 15 x 30 cm -
SNI DT-91-0008-2007-6.5
1.00
m3
x Rp.
764,200.00
=
Rp.
764,200.00
-
SNI DT-91-0008-2007-6.17
102.59
kg
x Rp.
15,000.00
=
Rp.
1,538,850.00
-
SNI DT-91-0008-2007-6.22
10.00
m2
x Rp.
174,000.00
=
Rp.
1,740,000.00
-
Pekerjaan lain-lain
1.00
ls
x Rp.
49,700.00
=
Rp.
49,700.00
Jumlah
=
Rp.
4,092,750.00
Dibulatkan
=
Rp.
4,092,700.00
764,200.00
=
Rp.
764,200.00
Suplemen 7 1 m3 Beton bertulang kolom 25 x 25 cm -
SNI DT-91-0008-2007-6.5
1.00
-
SNI DT-91-0008-2007-6.17
75.76
kg
x Rp.
15,000.00
=
Rp.
1,136,400.00
-
SNI DT-91-0008-2007-6.22
8.00
m2
x Rp.
174,000.00
=
Rp.
1,392,000.00
-
Pekerjaan lain-lain
1.00
ls
x Rp.
49,700.00 Jumlah
= =
Rp. Rp.
49,700.00 3,342,300.00
Dibulatkan
=
Rp.
3,342,300.00
m3
x Rp.
Suplemen 8 1 m3 Beton bertulang balok 35 x 50 cm -
SNI DT-91-0008-2007-6.8
1.00
m3
x Rp.
834,400.00
=
Rp.
834,400.00
-
SNI DT-91-0008-2007-6.17
123.73
kg
x Rp.
15,000.00
=
Rp.
1,855,950.00
-
SNI DT-91-0008-2007-6.23 Pekerjaan lain-lain
4.86
m2
x Rp.
177,900.00
=
Rp.
864,594.00
1.00
ls
x Rp.
49,700.00
=
Rp.
49,700.00
Jumlah
=
Rp.
3,604,644.00
Dibulatkan
=
Rp.
3,604,600.00
-
Suplemen 9 1 m3 Beton bertulang balok/ring balok 25 x 40 cm -
SNI DT-91-0008-2007-6.8
1.00
m3
x Rp.
834,400.00
=
Rp.
834,400.00
-
SNI DT-91-0008-2007-6.17
143.30
kg
x Rp.
15,000.00
=
Rp.
2,149,500.00
-
SNI DT-91-0008-2007-6.23 Pekerjaan lain-lain
6.50
m2
x Rp.
177,900.00
=
Rp.
1,156,350.00
1.00
ls
x Rp.
49,700.00
=
Rp.
49,700.00
-
Jumlah
=
Rp.
4,189,950.00
Dibulatkan
=
Rp.
4,189,900.00
834,400.00
=
Rp.
834,400.00
Suplemen 10 1 m3 Beton bertulang balok/ring balok 20 x 30 cm -
SNI DT-91-0008-2007-6.8
1.00
m3
x Rp.
-
SNI DT-91-0008-2007-6.17
226.21
kg
x Rp.
15,000.00
=
Rp.
3,393,150.00
-
SNI DT-91-0008-2007-6.23
8.33
m2
x Rp.
177,900.00
=
Rp.
1,481,907.00
-
Pekerjaan lain-lain
1.00
ls
x Rp.
49,700.00
=
Rp.
49,700.00
Jumlah
=
Rp.
5,759,157.00
Dibulatkan
=
Rp.
5,759,100.00
Suplemen 11 1 m3 Beton bertulang balok/ring balok 15 x 25 cm -
SNI DT-91-0008-2007-6.8
1.00
m3
x Rp.
834,400.00
=
Rp.
834,400.00
-
SNI DT-91-0008-2007-6.17
172.34
kg
x Rp.
15,000.00
=
Rp.
2,585,100.00
-
SNI DT-91-0008-2007-6.23
10.65
m2
x Rp.
177,900.00
=
Rp.
1,894,635.00
-
Pekerjaan lain-lain
1.00
ls
x Rp.
49,700.00
=
Rp.
49,700.00
Jumlah
=
Rp.
5,363,835.00
Dibulatkan
=
Rp.
5,363,800.00
834,400.00
=
Rp.
834,400.00
Suplemen 12 1 m3 Beton bertulang balok latai 13 x 15 cm -
SNI DT-91-0008-2007-6.8
-
SNI DT-91-0008-2007-6.17
216.10
kg
x Rp.
15,000.00
=
Rp.
3,241,500.00
-
SNI DT-91-0008-2007-6.23
14.36
m2
x Rp.
177,900.00
=
Rp.
2,554,644.00
-
Pekerjaan lain-lain
ls
x Rp.
49,700.00
=
Rp.
49,700.00
Jumlah
=
Rp.
6,680,244.00
Dibulatkan
=
Rp.
6,680,200.00
1.00
1.00
m3
x Rp.
Suplemen 13 1 m3 Beton bertulang plat lantai tebal 12 cm -
SNI DT-91-0008-2007-6.8
1.00
m3
x Rp.
834,400.00
=
Rp.
834,400.00
-
SNI DT-91-0008-2007-6.17
105.10
kg
x Rp.
15,000.00
=
Rp.
1,576,500.00
-
SNI DT-91-0008-2007-6.24
8.20
m2
x Rp.
254,000.00
=
Rp.
2,082,800.00
-
Pekerjaan lain-lain
1.00
ls
x Rp.
49,700.00
=
Rp.
49,700.00
Jumlah
=
Rp.
4,543,400.00
Dibulatkan
=
Rp.
4,543,400.00
834,400.00
=
Rp.
834,400.00
Suplemen 14 1 m3 Beton bertulang anak tangga & bordes -
SNI DT-91-0008-2007-6.8
-
SNI DT-91-0008-2007-6.17
103.50
kg
x Rp.
15,000.00
=
Rp.
1,552,500.00
-
SNI DT-91-0008-2007-6.25
8.10
m2
x Rp.
160,900.00
=
Rp.
1,303,290.00
-
Pekerjaan lain-lain
1.00
ls
x Rp.
49,700.00 Jumlah
= =
Rp. Rp.
49,700.00 3,739,890.00
Dibulatkan
=
Rp.
3,739,800.00
1.00
m3
x Rp.
V PEKERJAAN DINDING SNI DT-91-0009-2007-6.7 2
1M -
Pasangan bata merah tebal 1/2 bata, 1 Pc : 2 Ps Batu bata Semen portland Pasir pasang Pekerja Tukang Kepala Tukang Mandor
70.00
Bh
x Rp.
650.00
18.95
Kg M
x Rp.
1,300.00
0.04
x Rp.
126,000.00 126,000.00
0.30
Oh
x Rp.
49,700.00
0.10 0.01
Oh Oh
x Rp. x Rp.
78,700.00 94,500.00
0.02
Oh
x Rp.
=
Rp.
45,500.00
=
Rp.
24,635.00
=
Rp.
4,788.00 4,788.00
=
Rp.
14,910.00
= =
Rp. Rp.
7,870.00 945.00
71,600.00
=
Rp.
1,074.00
Jumlah
=
Rp.
99,722.00
Dibulatkan
=
R p.
99,700.00
SNI DT-91-0009-2007-6.8 2
1M -
Pasangan bata merah tebal 1/2 bata, 1 Pc : 4 Ps Batu bata Semen portland Pasir pasang Pekerja Tukang Kepala Tukang Mandor
70.00
Bh
x Rp.
650.00
=
Rp.
45,500.00
11.50
x Rp.
650.00
=
Rp.
7,475.00
0.04
Kg M
x Rp.
126,000.00 126,000.00
=
Rp.
5,418.00 5,418.00
0.30
Oh
x Rp.
49,700.00
=
Rp.
14,910.00
0.10
Oh
x Rp.
78,700.00
=
Rp.
7,870.00
0.01
Oh
x Rp.
94,500.00
=
Rp.
945.00
0.02
Oh
x Rp.
71,600.00
=
Rp.
1,074.00
Jumlah Dibulatkan
= =
Rp. R p.
83,192.00 83,100.00
SNI DT-91-0009-2007-6.9 2
1M -
Pasangan bata merah tebal 3/4 bata, 1 Pc : 2 Ps Batu bata Semen portland Pasir pasang Pekerja Tukang Kepala Tukang Mandor
105.00
Bh
x Rp.
650.00
=
Rp.
68,250.00
28.43 0.06
Kg 3 M
x Rp. x Rp.
1,300.00 126,000.00 126,000.00
= =
Rp. Rp.
36,952.50 8,127.00 8,127.00
0.45
Oh
x Rp.
49,700.00
=
Rp.
22,365.00
0.15
Oh
x Rp.
78,700.00
=
Rp.
11,805.00
0.02
Oh
x Rp.
94,500.00
=
Rp.
1,417.50
0.02
Oh
x Rp.
71,600.00
=
Rp.
1,611.00
Jumlah
=
Rp.
150,528.00
Dibulatkan
=
R p.
150,500.00
VI PEKERJAAN PLESTERAN SNI DT-91-0010-2007-6.2 2
1M -
Plesteran 1 Pc : 2 Ps, tebal 15 mm Semen portland
8.52
1,300.00
=
Rp.
11,076.00
0.02
Kg 3 M
x Rp.
Pasir pasang
x Rp.
126,000.00 126,000.00
=
Rp.
2,142.00 2,142.00
Pekerja
0.20
Oh
x Rp.
49,700.00
=
Rp.
9,940.00
Tukang
0.15
Oh
x Rp.
78,700.00
=
Rp.
11,805.00
Kepala Tukang
0.02
Oh
x Rp.
94,500.00
=
Rp.
1,417.50
Mandor
0.01
Oh
x Rp.
71,600.00
=
Rp.
716.00
Jumlah
=
Rp.
37,096.50
Dibulatkan
=
R p.
37,000.00
SNI DT-91-0010-2007-6.4 2
1M -
Plesteran 1 Pc : 4 Ps, tebal 15 mm Semen portland Pasir pasang Pekerja Tukang Kepala Tukang Mandor
5.20
Kg M
x Rp.
1,300.00
=
Rp.
6,760.00
0.02
x Rp.
126,000.00 126,000.00
=
Rp.
2,520.00 2,520.00
0.20
Oh
x Rp.
49,700.00
=
Rp.
9,940.00
0.15
Oh
x Rp.
78,700.00
=
Rp.
11,805.00
0.02
Oh
x Rp.
94,500.00
=
Rp.
1,417.50
0.01
Oh
x Rp.
71,600.00
=
Rp.
716.00
Jumlah
=
Rp.
33,158.50
Dibulatkan
=
R p.
33,100.00
VII PEKERJAAN KAYU SNI DT-91-0011-2007-6.1 DT-91-0011-2007-6.1 3
Membuat dan memasang 1 M kusen pintu - Balok kayu kelas I
1.10
M
x Rp. 5,420,000.00 5,420,000.00
=
Rp.
5,962,000.00 5,962,000.00
1.00 1.25
kg Kg
x Rp. x Rp.
5,500.00 15,000.00
= =
Rp. Rp.
5,500.00 18,750.00
6.00 20.00
Oh Oh
x Rp. x Rp.
49,700.00 78,700.00
= =
Rp. Rp.
298,200.00 1,574,000.00
Kepala tukang
2.00
Oh
x Rp.
94,500.00
=
Rp.
189,000.00
Mandor
0.30
Oh
x Rp.
71,600.00 Juml ah
= =
Rp. Rp.
21,480.00 8,068,930.00
Dibulatkan
=
Rp.
8,068,900.00
-
Lem kayu Paku 10 cm
-
Tukang
-
Pekerja
SNI DT-91-0011-2007-6.5 DT-91-0011-2007-6.5 2
Membuat dan Memasang 1 M Daun Pintu Panel kayu kelas I, atau II M 0.04 - Papan Kayu -
Lem Kayu Pekerja
0.50 1.00
Tukang
2.50
Kepala Tukang
0.25
Mandor
0.05
x Rp. 5,420,000.00 5,420,000.00
=
Rp.
216,800.00 216,800.00
Kg OH OH
x Rp. x Rp. x Rp.
5,500.00 49,700.00 78,700.00
= = =
Rp. Rp. Rp.
2,750.00 49,700.00 196,750.00
OH OH
x Rp. x Rp.
94,500.00 71,600.00
= =
Rp. Rp.
23,625.00 3,580.00
Juml ah Dibulatkan
= =
Rp. Rp.
493,205.00 493,200.00
SNI DT-91-0011-2007-6.6 DT-91-0011-2007-6.6 2
Membuat dan memasang 1 m pintu dan jendela kaca - Papan Kayu - Paku 5 cm - 7 cm
3
0.02 0.30
M
Kg
x Rp. 5,420,000.00 5,420,000.00 x Rp. 15,000.00
= =
Rp. Rp.
130,080.00 130,080.00 4,500.00
x Rp. x Rp. x Rp.
49,700.00 78,700.00 94,500.00
= = =
Rp. Rp. Rp.
39,760.00 157,400.00 18,900.00
x Rp.
71,600.00 Juml ah
= =
Rp. Rp.
2,864.00 353,504.00
Dibulatkan
=
Rp.
353,500.00
-
Pekerja Tukang
0.80 2.00
-
Kepala Tukang
0.20
OH OH OH
-
Mandor
0.04
OH
VIII PEKERJAAN PENUEUP LANTAI DAN DINDING SNI DT-91-0012-2007-6.36 DT-91-0012-2007-6.36 2
1 M Pasang lantai keramik anti slip 20 x 20 cm - Keramik 20 x 20 cm - Semen portland -
Pasir pasang
0.05
bh Kg M
Semen warna
1.62 0.70
Kg Oh
x Rp. x Rp.
2,300.00 49,700.00
= =
Rp. Rp.
3,726.00 34,790.00
0.35
Oh
x Rp.
78,700.00
=
Rp.
27,545.00
0.04
Oh
x Rp.
94,500.00
=
Rp.
3,307.50
0.04
Oh
x Rp.
71,600.00
=
Rp.
2,506.00
Juml ah Dibulatkan
= =
Rp. Rp.
123,564.50 123,500.00
124,000.00
=
Rp.
2,480,000.00
Pekerja Tukang
-
Kepala tukang Mandor
-
25.00 10.40
x Rp. x Rp.
1,300.00 1,300.00
= =
Rp. Rp.
32,500.00 13,520.00
x Rp.
126,000.00 126,000.00
=
Rp.
5,670.00 5,670.00
SNI DT-91-0012-2007-6.66 DT-91-0012-2007-6.66 2
1 M Pasang dinding marmer 40 x 60 cm - Keramik 40 x 60 cm
20.00
bh
-
Semen portland
9.30
Pasir pasang
0.02
Kg M
-
Semen warna Pekerja
1.50 0.60
Tukang
0.45
Kepala tukang Mandor
0.05 0.03
-
x Rp. x Rp.
1,300.00
=
Rp.
12,090.00
Kg
x Rp. x Rp.
126,000.00 126,000.00 2,300.00
= =
Rp. Rp.
2,268.00 2,268.00 3,450.00
Oh
x Rp.
49,700.00
=
Rp.
29,820.00
Oh Oh
x Rp. x Rp.
78,700.00 94,500.00
= =
Rp. Rp.
35,415.00 4,252.50
Oh
x Rp.
71,600.00
=
Rp.
2,148.00
Juml ah
=
Rp.
2,569,443.50
Dibulatkan
=
Rp.
2,569,400.00
SNI DT-91-0012-2007-6.67 DT-91-0012-2007-6.67 2
Memasang 1 M Lantai Keramik 30 x 30 cm unpolished - Pasir Pasang 0.04 - Keramik 30 x 30 cm unpolished 11.00 - Semen Portland 10.00 - Semen Warna 1.50 - Pekerja 0.62 - Tukang 0.35 - Kepala Tukang 0.04 - Mandor 0.03
M3
x Rp.
126,000.00 126,000.00
=
Rp.
5,292.00 5,292.00
Buah
x Rp.
3,600.00 3,600.00
=
Rp.
39,600.00 39,600.00
Kg
x Rp.
1,300.00 1,300.00
=
Rp.
13,000.00 13,000.00
Kg
x Rp.
2,300.00 2,300.00
=
Rp.
3,450.00 3,450.00
OH OH
x Rp. x Rp.
49,700.00 49,700.00 78,700.00 78,700.00
= =
Rp. Rp.
30,814.00 30,814.00 27,545.00 27,545.00
OH
x Rp.
94,500.00 94,500.00
=
Rp.
3,307.50 3,307.50
OH
x Rp.
71,600.00 71,600.00
=
Rp.
2,148.00 2,148.00
Jumlah Dibulatkan
= =
Rp. Rp.
125,156.50 125,100.00
SNI DT-91-0012-2007-6.64 DT-91-0012-2007-6.64 2
1M -
Pasang dinding keramik keramik 40 x 40 cm polished polished Pasi r Pasang Keramik 40 x 40 cm poli shed Semen Portl and Semen Warna Pekerja Tukang Kepala Tukang Mandor
0.05 6.25 10.00
M3
x Rp.
126,000.00 126,000.00
=
Rp.
5,670.00 5,670.00
Buah
x Rp.
6,300.00 6,300.00
=
Rp.
39,375.00 39,375.00
Kg
1,300.00 1,300.00 2,300.00 2,300.00
= =
Rp. Rp.
13,000.00 13,000.00 3,450.00 3,450.00
1.50
Kg
x Rp. x Rp.
0.62
OH
x Rp.
49,700.00 49,700.00
=
Rp.
30,814.00 30,814.00
0.35
OH
x Rp.
78,700.00 78,700.00
=
Rp.
27,545.00 27,545.00
0.04 0.03
OH
x Rp.
94,500.00 94,500.00
=
Rp.
3,307.50 3,307.50
OH
x Rp.
71,600.00 71,600.00
=
Rp.
2,148.00 2,148.00
Jumlah Dibulatkan
= =
Rp. Rp.
125,309.50 125,300.00
SNI DT-91-0012-2007-6.65 2
Memasang 1 M Lantai Keramik 40 x 40 cm unpolished 0.05 - Pasi r Pasang 6.25 - Keramik 40 x 40 cm unpolished 10.00 - Semen Portl and 1.50 - Semen Warna 0.62 - Pekerja 0.35 - Tukang 0.04 - Kepala Tukang 0.03 - Mandor
M3
x Rp.
126,000.00
=
Rp.
5,670.00
Buah
x Rp.
7,000.00
=
Rp.
43,750.00
Kg
x Rp.
1,300.00
=
Rp.
13,000.00
Kg
x Rp.
2,300.00
=
Rp.
3,450.00
OH OH
x Rp. x Rp.
49,700.00 78,700.00
= =
Rp. Rp.
30,814.00 27,545.00
OH
x Rp.
94,500.00
=
Rp.
3,307.50
OH
x Rp.
71,600.00
=
Rp.
2,148.00
Jumlah Dibulatkan
= =
Rp. Rp.
129,684.50 129,600.00
IX PEKERJAAN LANGIT-LANGIT SNI DT 91-0013-2007-6.5 2
Memasang 1 M Langit-langit Tripleks + rangka - Paku tripleks - Rangka kayu/kaso-kaso - Gipsum 1.2cm - Pekerja - Tukang - Kepala Tukang - Mandor
0.06
x
Rp.
12,500.00
=
Rp.
750.00
x
Rp.
3,750,000.00
=
Rp.
45,000.00
0.38 Lembar x 0.10 OH x 0.10 OH x
Rp.
73,000.00 49,700.00
= =
Rp.
27,375.00 4,970.00
78,700.00
=
Rp. Rp.
0.01
OH
x
Rp.
94,500.00
=
Rp.
945.00
0.00
OH
x
Rp.
71,600.00 Juml ah
= =
286.40 87,196.40
Dibulatkan
=
Rp. Rp. Rp.
87,100.00
5,985.00
0.01
Kg M
Rp. Rp.
7,870.00
SNI DT 91-0013-2007-6.9 1 M² Pasang List langit-langit kayu profil List profil Gipsum
1.05
-
Paku
-
Pekerja
-
Tukang kayu
-
-
m'
x Rp.
5,700.00
=
Rp.
0.01
Kg
x Rp.
15,000.00
=
Rp.
150.00
0.05
Oh
x Rp.
49,700.00
=
Rp.
2,485.00
Kepala tukang
0.05 0.01
Oh Oh
x Rp. x Rp.
78,700.00 94,500.00
= =
Rp. Rp.
3,935.00 472.50
Mandor
0.00
Oh
x Rp.
71,600.00
=
Rp.
214.80
Jumlah Dibulatkan
= =
Rp. Rp.
13,242.30 13,200.00
X PEKERJAAN BESI SNI DT 91-0014-2007-6.2 91-0014-2007-6.20 0 2
1 M Rangka Kuda-kuda Aluzing 55 % Aluminium untuk Metal 4.26 - Profi l C 75.75 4.93 - Reng U 0.5 14.00 - Baut Truss
M' M'
x Rp. x Rp.
11,500.00 11,000.00
= =
Rp. Rp.
48,990.00 54,230.00
11.00 0.14
Buah Buah OH
x Rp. x Rp. x Rp.
2,000.00 1,500.00 49,700.00
= = =
Rp. Rp. Rp.
28,000.00 16,500.00 6,958.00
-
Baut Reng Pekerja
-
Tukang
0.40
OH
x Rp.
78,700.00
=
Rp.
31,480.00
-
Kepala Tukang
0.04
Mandor
0.07
OH OH
x Rp. x Rp.
94,500.00 71,600.00
= =
Rp. Rp.
3,780.00 5,012.00
Jumlah Dibulatkan
= =
Rp. Rp.
194,950.00 194,900.00
80,000.00
=
Rp.
81,600.00
XI PEKERJAAN PENUTUP ATAP SNI 03-3436-1994-6.1 03-3436-1994-6.1 1 M² Pasang Atap Seng Genteng Metal 1.02 0.02
Lbr
-
Atap Seng Genteng Metal 0.30 Paku Seng
kg
x Rp.
18,000.00
=
Rp.
360.00
-
Pekerja Tukang
0.12 0.06
Oh Oh
x Rp. x Rp.
49,700.00 78,700.00
= =
Rp. Rp.
5,964.00 4,722.00
-
Kepala Tukang
0.01
Oh
x Rp.
94,500.00
=
Rp.
567.00
-
Mandor
0.01
Oh
x Rp.
71,600.00 Jumlah
= =
Rp. Rp.
429.60 93,642.60
Dibulatkan
=
Rp.
93,600.00
-
x Rp.
SNI 03-3436-1994-6.2 03-3436-1994-6.2 1 M¹ Pasang Rabung Seng Genteng Metal -
Bubungan Seng Genteng 0.35
1.00
Lbr
x Rp.
40,000.00
=
Rp.
40,000.00
-
Paku Seng Pekerja
0.20 0.20
Kg Oh
x Rp. x Rp.
18,000.00 49,700.00
= =
Rp. Rp.
3,600.00 9,940.00
-
Tukang
0.10
Oh
x Rp.
78,700.00
=
Rp.
7,870.00
-
Kepala Tukang
0.01
Mandor
0.00
Oh Oh
x Rp. x Rp.
94,500.00 71,600.00
= =
Rp. Rp.
945.00 71.60
Jumlah Dibulatkan
= =
Rp. Rp.
62,426.60 62,400.00
XII PEKERJAAN SANITASI RSNI T-15-2002-B.2 T-15-2002-B.2 1 Buah kloset jongkok porselen -
Kloset Jongkok Porselen
1.00
Buah
x Rp.
116,000.00
=
Rp.
116,000.00
-
Pasir Pasang
0.01
M3
x Rp.
126,000.00
=
Rp.
1,260.00
-
Semen Portland Pekerja
6.00 1.00
Kg OH
x Rp. x Rp.
1,300.00 49,700.00
= =
Rp. Rp.
7,800.00 49,700.00
-
Tukang Kepala Tukang
1.50 1.50
OH OH
x Rp. x Rp.
78,700.00 94,500.00
= =
Rp. Rp.
118,050.00 141,750.00
-
Mandor
0.16
OH
x Rp.
71,600.00
=
Rp.
11,456.00
Jumlah Dibulatkan
= =
Rp. Rp.
446,016.00 446,000.00
RSNI T-15-2002-B.4 T-15-2002-B.4 Memasang 1 Buah Urinoir -
Uri noir Perl engkapan dari harga kl oset
1.00 25.00
-
Pasir Pasang
0.01
-
Semen Portland
6.00
-
Pekerja Tukang Kepala Tukang
1.00 1.00 0.10
-
Mandor
0.10
Buah % 3 M
x Rp. x Rp.
960,000.00 288,000.00
= =
Rp. Rp.
960,000.00 72,000.00
x Rp.
126,000.00 126,000.00
=
Rp.
1,260.00 1,260.00
Kg OH
x Rp. x Rp.
1,300.00 49,700.00
= =
Rp. Rp.
7,800.00 49,700.00
OH OH
x Rp. x Rp.
78,700.00 94,500.00
= =
Rp. Rp.
78,700.00 9,450.00
OH
x Rp.
71,600.00 Jumlah
= =
Rp. Rp.
7,160.00 1,186,070.00
Dibulatkan
=
Rp.
1,186,000.00
RSNI T-15-2002-B.5 Memasang 1 Buah Wastafel -
Wastafel
-
Perlengkapan dari harga Wastafel
1.00
Buah
x Rp.
470,000.00
=
Rp.
10.00
x Rp.
56,400.00
=
Rp.
5,640.00
0.01
% 3 M
-
Pasi r Pasang
x Rp.
126,000.00 126,000.00
=
Rp.
1,260.00 1,260.00
-
Semen Portland Pekerja
6.00 1.20
Kg
x Rp.
1,300.00
=
Rp.
7,800.00
OH
x Rp.
49,700.00
=
Rp.
59,640.00
-
Tukang
1.45
OH
x Rp.
78,700.00
=
Rp.
114,115.00
-
Kepala Tukang Mandor
0.15 0.10
OH OH
x Rp. x Rp.
94,500.00 71,600.00
= =
Rp. Rp.
14,175.00 7,160.00
470,000.00
Jumlah
=
Rp.
679,790.00
Dibulatkan
=
Rp.
679,700.00
RSNI T-15-2002-B.8 1 Buah Bak Mandi Batu Bata 0,3 M3 di Lapisi Keramik -
Batu Bata
200.00
-
Pasi r Pasang Semen Portland
0.30 120.00
-
Keramik uk. 20 x 20 cm'
110.00
-
Semen Warna
6.00
-
Pekerja Tukang
-
x Rp.
650.00
=
Rp.
130,000.00
x Rp. x Rp.
126,000.00 126,000.00 1,300.00
= =
Rp. Rp.
37,800.00 37,800.00 156,000.00
Buah
x Rp.
124,000.00
=
Rp.
13,640,000.00
Kg
x Rp.
2,300.00
=
Rp.
13,800.00
6.00 3.00
OH OH
x Rp. x Rp.
49,700.00 78,700.00
= =
Rp. Rp.
298,200.00 236,100.00
Kepala Tukang
0.30
OH
x Rp.
94,500.00
=
Rp.
28,350.00
Mandor
0.30
OH
x Rp.
71,600.00 Jumlah Dibulatkan
=
R p.
21,480.00
=
Rp.
14,561,730.00
=
Rp.
14,561,700.00
RSNI T-15-2002-B.26 Memasang 1 M' Pipa PVC tipe tipe AW Ø 3/4" - Pipa PVC Ø 3/4" - Harga pipa utk Perlengkapan - Pekerja - Tukang - Kepala Tukang - Mandor
RSNI T-15-2002-B.31 Memasang 1 M' Pipa PVC tipe tipe AW Ø 3" - Pipa PVC tipe AW Ø 3" - Harga pipa utk Perlengkapan - Pekerja - Tukang - Kepala Tukang - Mandor
RSNI T-15-2002-B.32 Memasang 1 M' Pipa PVC tipe tipe AW Ø 4" - Pipa PVC tipe AW Ø 3" - Harga pipa utk Perlengkapan - Pekerja - Tukang - Kepala Tukang - Mandor
Buah M Kg
1.10
M'
x Rp.
5,000.00 5,000.00
=
Rp.
5,500.00 5,500.00
25.00
%
x Rp.
1,750.00 1,750.00
=
Rp.
437.50
0.04 0.06
OH
x Rp.
49,700.00 49,700.00
=
Rp.
1,789.20 1,789.20
OH
0.01
OH
x Rp. x Rp.
78,700.00 78,700.00 94,500.00 94,500.00
= =
Rp. Rp.
4,722.00 4,722.00 567.00
0.00
OH
x Rp.
71,600.00 71,600.00
=
Rp.
128.88
Jumlah
=
Rp.
13,144.58
Dibulatkan
=
Rp.
13,100.00
27,200.00 27,200.00 2,380.00 2,380.00
1.20
M'
30.00
%
x Rp. x Rp.
22,666.67 22,666.67 7,933.33 7,933.33
= =
Rp. Rp.
0.08
OH
x Rp.
49,700.00 49,700.00
=
Rp.
4,025.70 4,025.70
0.14 0.01
OH
x Rp.
78,700.00 78,700.00
=
Rp.
10,624.50 10,624.50
OH
x Rp.
94,500.00 94,500.00
=
Rp.
1,275.75 1,275.75
0.00
OH
x Rp.
71,600.00 71,600.00
=
Rp.
293.56
Jumlah
=
Rp.
45,799.51
Dibulatkan
=
Rp.
45,700.00
1.20 30.00
M'
x Rp.
47,166.67 47,166.67
=
Rp.
56,600.00 56,600.00
%
0.09
OH
x Rp. x Rp.
16,508.33 16,508.33 49,700.00 49,700.00
= =
Rp. Rp.
4,952.50 4,952.50 4,522.70 4,522.70
0.15
OH
x Rp.
78,700.00 78,700.00
=
Rp.
11,411.50 11,411.50
0.01 0.01
OH
x Rp.
94,500.00 94,500.00
=
Rp.
1,370.25 1,370.25
OH
x Rp.
71,600.00 71,600.00
=
Rp.
365.16
Jumlah Dibulatkan
= =
Rp. Rp.
79,222.11 79,200.00
RSNI T-15-2002-B.35 T-15-2002-B.35 Memasang 1 Buah Kran Ø ¾" atau Ø ½" -
Kran Air
1.00
Buah
x Rp.
45,000.00
=
Rp.
-
Seal Tape
0.03
Buah
x Rp.
5,000.00
=
Rp.
125.00
-
Pekerja
0.01
OH
x Rp.
49,700.00
=
Rp.
497.00
-
Tukang
0.10
OH
x Rp.
78,700.00
=
Rp.
7,870.00
-
Kepala Tukang
0.01
OH
x Rp.
94,500.00
=
Rp.
945.00
-
Mandor
0.01
OH
x Rp.
71,600.00
=
Rp.
358.00
Jumlah
=
Rp.
54,795.00
Dibulatkan
=
Rp.
54,700.00
45,000.00
RSNI RSNI T-15-2002-B.36 Mem Memasang 1 Buah Floor Drain -
Floor Drai n
1.00
Buah
x Rp.
21,000.00
=
Rp.
21,000.00
-
Pekerja
0.01
OH
x Rp.
49,700.00
=
Rp.
497.00
-
Tukang
0.10
OH
x Rp.
78,700.00
=
Rp.
7,870.00
-
Kepala Tukang Mandor
0.01 0.01
OH
x Rp.
94,500.00
=
Rp.
945.00
OH
x Rp.
71,600.00
=
Rp.
358.00
-
Jumlah
=
Rp.
30,670.00
Dibulatkan
=
Rp.
30,600.00
XIII PEKERJAAN KUNCI DAN KACA RSNI T-30-200-B.2 1 Buah Kunci Tanam Biasa -
Kunci Tanam Biasa
1.00
Buah
x Rp.
126,000.00
=
Rp.
126,000.00
-
Pekerja
0.01
OH
x Rp.
49,700.00
=
Rp.
497.00
-
Tukang
0.50
OH
x Rp.
78,700.00
=
Rp.
39,350.00
-
Kepala Tukang
0.01
OH
x Rp.
94,500.00
=
Rp.
945.00
-
Mandor
0.01
OH
x Rp.
71,600.00
=
Rp.
358.00
Jumlah
=
Rp.
167,150.00
Dibulatkan
=
Rp.
167,100.00
RSNI T-30-200-B.5 1 Buah Engsel Pintu -
Engsel Pintu
1.00
Buah
x Rp.
24,000.00
=
Rp.
24,000.00
-
Pekerja
0.02
Tukang
0.15
OH OH
x Rp. x Rp.
49,700.00 78,700.00
= =
Rp. Rp.
745.50 11,805.00
-
Kepala Tukang
0.02
OH
x Rp.
94,500.00
=
Rp.
1,417.50
-
Mandor
0.00
OH
x Rp.
71,600.00
=
Rp.
53.70
Jumlah Dibulatkan
= =
Rp. Rp.
38,021.70 38,000.00
19,000.00
RSNI T-30-200-B.6 1 Buah Engsel Jendela Kupu - kupu -
Engsel Jendela
1.00
Buah
x Rp.
19,000.00
=
Rp.
-
Pekerja Tukang
0.01 0.10
OH
x Rp.
49,700.00
=
Rp.
497.00
OH
x Rp.
78,700.00
=
Rp.
7,870.00
Kepala Tukang Mandor
0.01 0.00
OH
x Rp.
94,500.00
=
Rp.
945.00
OH
x Rp.
71,600.00
=
Rp.
35.80
-
Jumlah
=
Rp.
28,347.80
Dibulatkan
=
Rp.
28,300.00
RSNI T-30-200-B.9 1 Buah Kait Angin Jendela -
Kait Angi n
1.00
Buah
x Rp.
15,000.00
=
Rp.
15,000.00
-
Pekerja
0.02
Tukang
0.15
OH OH
x Rp. x Rp.
49,700.00 78,700.00
= =
Rp. Rp.
745.50 11,805.00
-
Kepala Tukang
0.02
Mandor
0.00
OH OH
x Rp. x Rp.
94,500.00 71,600.00
= =
Rp. Rp.
1,417.50 53.70
Jumlah Dibulatkan
= =
Rp. Rp.
29,021.70 29,000.00
RSNI T-30-200-B.26 1 Buah Hak Tarikan Jendela Tari kan Jendela Pekerja
1.00 0.02
Buah
x Rp.
15,000.00
=
Rp.
OH
x Rp.
49,700.00
=
Rp.
745.50
0.15 0.02
OH
x Rp.
78,700.00
=
Rp.
11,805.00
-
Tukang Kepal a Tukang
OH
x Rp.
94,500.00
=
Rp.
1,417.50
-
Mandor
0.00
OH
x Rp.
71,600.00
=
Rp.
53.70
Juml ah Dibulatkan
= =
Rp. Rp.
29,021.70 29,000.00
-
15,000.00
RSNI T-30-200-B.25 1 Buah Pacok Jendela -
Pacok Jendela Pekerja
-
Tukang Kepal a Tukang
-
Mandor
1.00 0.02
Buah OH
x Rp. x Rp.
12,500.00 49,700.00
= =
Rp. Rp.
12,500.00 994.00
0.20 0.02
OH OH
x Rp. x Rp.
78,700.00 94,500.00
= =
Rp. Rp.
15,740.00 1,890.00
0.00
OH
x Rp.
71,600.00
=
Rp.
53.70
Juml ah
=
Rp.
31,177.70
Dibulatkan
=
Rp.
31,100.00
129,800.00
RSNI T-30-200-B.17 1 M2 Pasang Kaca tebal 5 mm - Kaca tebal 5 mm
1.10
M2
x Rp.
118,000.00
=
Rp.
-
Pekerja
0.02
OH
x Rp.
49,700.00
=
Rp.
745.50
-
Tukang
0.15
Kepal a Tukang
0.02
OH OH
x Rp. x Rp.
78,700.00 94,500.00
= =
Rp. Rp.
11,805.00 1,417.50
-
Mandor
0.00
OH
x Rp.
71,600.00 Juml ah
= =
Rp. Rp.
53.70 143,821.70
Dibulatkan
=
Rp.
143,800.00
XIV PEKERJAAN PENGECATAN PT. T-38-2000-C-B8 T-38-2000-C-B8 2
1 M Pengecatan Bidang Kayu - Cat Meni - Plamir
0.20
Kg
x Rp.
23,500.00
=
Rp.
4,700.00
0.15
Kg
x Rp.
18,000.00
=
Rp.
2,700.00
-
Cat Dasar
0.17
Kg
x Rp.
39,000.00
=
Rp.
6,630.00
-
Cat Kayu
0.26
Kg
x Rp.
39,000.00
=
Rp.
10,140.00
-
Pekerja
0.07
OH
x Rp.
49,700.00
=
Rp.
3,479.00
-
Tukang
0.01
Kepal a Tukang
0.01
OH OH
x Rp. x Rp.
78,700.00 94,500.00
= =
Rp. Rp.
708.30 567.00
-
Mandor
0.00
OH
x Rp.
71,600.00
=
Rp.
179.00
Juml ah
=
Rp.
29,103.30
Dibulatkan
=
Rp.
29,100.00
PT. T-38-2000-C-B14 T-38-2000-C-B14 2
1 M Pengecatan Tembok Baru - Plamir - Cat Dasar -
Cat Tembok
0.10 0.10
Kg
x Rp.
18,000.00
=
Rp.
1,800.00
Kg
x Rp.
26,000.00
=
Rp.
2,600.00
0.26
Kg
x Rp.
26,000.00
=
Rp.
6,760.00
-
Pekerja
0.02
OH
x Rp.
49,700.00
=
Rp.
994.00
-
Tukang
0.06
OH
x Rp.
78,700.00
=
Rp.
4,958.10
-
Kepal a Tukang
0.01
OH
x Rp.
94,500.00
=
Rp.
595.35
-
Mandor
0.00
OH
x Rp.
71,600.00 Juml ah Dibulatkan
= = =
Rp. Rp. Rp.
179.00 17,886.45 17,800.00
Banda Aceh , 13 Desember 2010 CV. POLI CIPTA CONSULTANT
Bisri Juniar, ST Direktur
DAFTAR HARGA UPAH DAN BAHAN NO
URAIAN
SATUAN
HARGA (Rp)
1
2
3
4
1 2 3 4
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
A. UPAH PEKERJA HARIAN Pekerja Tukang Kepal a Tukang Ma Mandor B. HARGA BAHAN Tanah urug Pasi r urug Pasi r pasang (beton) Keri ki l (beton) BatuKali /batu be belah Batu bata Besi Stri p tebal 5 mm Semen Semen warna Ai r Kerami k di ndi ng marmer 40 x 60 cm Kerami k lantai 20 x 20 cm anti sli p Kerami k 30 x30 cm Kerami k 40 x 40 cm Kerami k lantai 40 x 40 cm kuli t j eruk Bonb Bonbon on kera keramik mik set setelah elah dipa dipasa sang ng Besi beton pol os Besi beton uli r Baut truss Ba Baut reng Kawat beton Profi l C 75.75 Paku Paku uli r Paku tri plek Seng genteng metal Rabung seng genteng metal Ri ng U 0.5 Kayu ayu Seu Seuman mantok/Da k/Dama marr lau laut Kayu Kayu ran rangk gka a atap atap klas klas II (seje (sejenis nis semb sembar aran ang g kera keras) s) Kayu Kayu rang rangka ka plafo plafond nd (se (sejen jenis is sem semba bara rang ng kera keras) s) Kayu beki sti ng Gi psum 1.2cm Plywood 9 mm Li st pr profi l Gi Gi psum Kaca 5 mm Cat meni kayu/besi Cat mi nyak Cat tembok
OH
49,700.00
OH
78,700.00
OH
94,500.00
OH
71,600.00
3
m 3 m 3
51,500.00 115,500.00
m 3 m
126,000.00
3
m Bh
205,000.00
Kg
25,000.00
Kg
1,300.00
Kg
2,300.00
Ltr
300.00
Bh
124,000.00
Bh
1,300.00
Bh
3,600.00
Bh Bh
6,300.00 7,000.00
1
15,000.00
125,000.00 650.00
m Kg
12,500.00
Kg Bh
17,000.00 2,000.00
Bh
1,500.00
Kg m'
18,500.00 11,500.00
Kg Kg
15,000.00 18,000.00
Kg Lbr
12,500.00 80,000.00
Lbr
40,000.00
m'
11,000.00
m
3
5,420,000.00
m
3
4,080,000.00
m
3
3,750,000.00
3
m Lbr
2,600,000.00
Lbr
154,000.00
1
5,700.00
2
m Kg
118,000.00 23,500.00
Kg
39,000.00
Kg
26,000.00
m
73,000.00
1
40
2
3
4
Dolken kayu Ø 8 - 10 x 4 m
Btg
40,000.00
41
Dempul/Plami r
Kg
18,000.00
42
Mi nyak beki sti ng
Ltr
5,000.00
43
Kertas ampl as
Lbr
2,000.00
44
Lem kayu
Kg
5,500.00
45
Engsel pi ntu 4 i nchi
Bh
24,000.00
46
Engsel j endela 3 i nchi
Bh
19,000.00
47
Kunci tanam bi asa
Bh
126,000.00
48
Kunci tanam kamar mandi
Bh
85,000.00
49
Grendel/pacok jendela
Bh
12,500.00
50
Kai t/hak angi n j endela
Bh
15,000.00
51
Tari kan jendela
Bh
15,000.00
52
Kloset j ongkok
Bh
116,000.00
53
Ur U ri noi r
Bh
960,000.00
54
Wastafel
Bh
470,000.00
55
Pi pa PVC 3/4 " ai r bersi h
Btg
30,000.00
56
Pi pa PVC 3" ai r kotor
Btg
136,000.00
57
Pi pa PVC 4"
Btg
283,000.00
58
Bak cuci stai nles steel
Bh
400,000.00
59
Water drai n + asesori es
Set
300,000.00
60 61
Kran 1/2" Floor drai n
Bh Bh
45,000.00 21,000.00
62 63
Se Seal tape Sumur ci nci n
Bh Bh
5,000.00 65,000.00
64
Mesi n Pompa Ai r Otomati s
Bh
3,500,000.00
Banda Aceh , 10 Januari 2011
CV. POLI CIPTA CONSULTANT
Bisri Juniar, ST Direktur
