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ANALISA HARGA SATUAN BOW PEKERJAAN KAYU HARGA KODE ANALISA
INDEK
SAT
URAIAN
HARGA SATUAN (Rp)
BAHAN ( Rp )
A. PEKERJAAN PONDASI KAYU A.1.BOW
SEBUAH TONGKAT ULIN UK.10/10 CM TINGGI 2,00 M DICINCIN, DILANCIP DAN DITUMBUK
0.0200 M3 0.5100 OH
Balok ulin tukang kayu
@ @
1,537,571.94 55,000.00
0.8750 OH
pekerja
@
45,000.00
0.0510 OH
kepala tukang
@
60,000.00
0.0440 OH
mandor
@
60,000.00
JUMLAH A.2
30,751.44
30,751.44
SEBUAH TONGKAT ULIN UK.12/12 CM TINGGI 8,00 M
2 SAMBUNGAN DGN PIPA GALVANIS 0.0800 M3
Balok ulin
@
1,537,571.94
0.5100 OH
tukang kayu
@
55,000.00
0.8750 OH
pekerja
@
45,000.00
0.0510 OH
kepala tukang
@
60,000.00
0.0440 OH
mandor
@
60,000.00
JUMLAH A.3
123,005.76
SEBUAH TONGKAT ULIN UK.10/10 CM TINGGI 4,00 M'
0.0400 M3
Balok ulin
@
1,537,571.94
0.5100 OH
tukang kayu
@
55,000.00
0.8750 OH
pekerja
@
45,000.00
0.0510 OH
kepala tukang
@
60,000.00
0.0440 OH
mandor
@
60,000.00 61,502.88
1 M3 MENGERJAKAN PAPAN SIRING KAYU ULIN 1.1000 M3
papan siring kayu ulin
@
1,737,571.94
1,911,329.13
3.0000 kg
paku ulin
@
13,750.00
41,250.00
tukang kayu
@
55,000.00
4.0000 OH
pekerja
@
45,000.00
1.5000 OH
kepala tukang
@
60,000.00
0.2000 OH
mandor
@
60,000.00
15.0000 OH
JUMLAH A. 5
1,952,579.13
1,
1 M3 RANGKA BAWAH KAYU ULIN ( tiang + kalang, sunduk ) 1.1000 M3
balok ky ulin
@
1,537,571.94
15.0000 OH
tukang kayu
@
55,000.00
5.0000 OH
pekerja
@
45,000.00
1.5000 OH
kepala tukang
@
60,000.00
0.2500 OH
mandor
@
60,000.00 JUMLAH
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61,502.88
JUMLAH A. 4
123,005.76
1,691,329.13
1,691,329.13
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ANALISA HARGA SATUAN BOW PEKERJAAN KAYU HARGA KODE ANALISA
INDEK
SAT
URAIAN
HARGA SATUAN (Rp)
BAHAN
U
( Rp )
(
B. PEKERJAAN LANTAI KAYU
B. 1
1 M3 MENGERJAKAN SLOOF DAN GELAGAR KY ULIN balok ky ulin
@
1,537,571.94
1,691,329.13
10.0000 Kg
1.1000 M3
paku ulin
@
13,750.00
137,500.00
15.0000 OH
tukang kayu
@
55,000.00
8
5.0000 OH
pekerja
@
45,000.00
2
1.5000 OH
kepala tukang
@
60,000.00
0.2500 OH
mandor
@
60,000.00
JUMLAH B. 2
1,828,829.13
0.0254 M3
papan kayu ulin
@
1,737,571.94
44,134.33
0.2500 Kg
paku ulin
@
13,750.00
3,437.50
0.8000 OH
tukang kayu
@
55,000.00
0.2800 OH
pekerja
@
45,000.00
0.0800 OH
kepala tukang
@
60,000.00
0.0140 OH
mandor
@
60,000.00
JUMLAH B. 3
1,1
1 M2 LANTAI PAPAN KAYU ULIN DIKETAM
47,571.83
1 M2 LANTAI PAPAN KAYU MERANTI DIKETAM 0.0254 M3
papan kayu meranti klas 1
@
1,187,571.94
30,164.33
0.2500 Kg
paku biasa
@
11,825.00
2,956.25
0.8000 OH
tukang kayu
@
55,000.00
0.2800 OH
pekerja
@
45,000.00
0.0800 OH
kepala tukang
@
60,000.00
0.0140 OH
mandor
@
60,000.00
JUMLAH
33,120.58
B. PEKERJAAN DINDING KAYU
B. 4
1 M3 MENGERJAKAN RANGKA RUMAH KAYU ULIN (termasuk kusen) 1.1000 M3
balok ky ulin
@
1,537,571.94
1,691,329.13
5.0000 Kg 20.0000 OH
paku ulin tukang kayu
@ @
13,750.00 55,000.00
68,750.00
1,1
10.0000 OH
pekerja
@
45,000.00
4
2.0000 OH
kepala tukang
@
60,000.00
1
0.5000 OH
mandor
@
60,000.00
JUMLAH
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ANALISA HARGA SATUAN BOW HARGA KODE ANALISA
B. 5
INDEK
SAT
URAIAN
HARGA SATUAN (Rp)
balok ky meranti
@
1,037,571.94
1,141,329.13
5.0000 Kg
paku biasa
@
11,825.00
59,125.00
tukang kayu pekerja
@ @
55,000.00 45,000.00
1,1 4
2.0000 OH
kepala tukang
@
60,000.00
1
0.5000 OH
mandor
@
60,000.00
1,200,454.13
0.0240 M3
papan kayu ulin
@
1,737,571.94
41,701.73
0.2000 Kg
paku ulin
@
13,750.00
2,750.00
0.8000 OH
tukang kayu
@
55,000.00
0.2800 OH
pekerja
@
45,000.00
0.0800 OH
kepala tukang
@
60,000.00
0.0100 OH
mandor
@
60,000.00
44,451.73
1 M2 DINDING PAPAN MERANTI DIKETAM 0.0240 M3
papan kayu meranti
@
1,187,571.94
28,501.73
0.2000 Kg
paku biasa
@
11,825.00
2,365.00
0.8000 OH
tukang kayu
@
55,000.00
0.2800 OH
pekerja
@
45,000.00
0.0800 OH
kepala tukang
@
60,000.00
0.0100 OH
mandor
@
60,000.00
JUMLAH
30,866.73
1 M2 DINDING SUSUN SIRIH PAPAN MERANTI 0.0250 M3
papan kayu meranti
@
1,187,571.94
29,689.30
0.1500 Kg
paku biasa
@
11,825.00
1,773.75
0.4000 OH
tukang kayu
@
55,000.00
0.1400 OH
pekerja
@
45,000.00
0.0400 OH
kepala tukang
@
60,000.00
0.0070 OH
mandor
@
60,000.00 JUMLAH
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1,7
1 M2 DINDING PAPAN ULIN DIKETAM
JUMLAH
B. 8
(
1.1000 M3
JUMLAH
B. 7
U
( Rp ) 1 M3 MENGERJAKAN RANGKA RUMAH KAYU MERANTI (termasuk kusen)
20.0000 OH 10.0000 OH
B. 6
BAHAN
31,463.05
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ANALISA HARGA SATUAN BOW HARGA KODE ANALISA
B. 9
INDEK
SAT
URAIAN
HARGA SATUAN (Rp)
U
( Rp )
(
1 M2 DINDING PAPAN MERANTI SUSUN SIRIH DIKETAM 0.0250 M3
papan kayu meranti
@
1,187,571.94
29,689.30
0.2000 Kg
paku biasa
@
11,825.00
2,365.00
0.8000 OH
tukang kayu
@
55,000.00
0.2800 OH
pekerja
@
45,000.00
0.0800 OH
kepala tukang
@
60,000.00
0.0100 OH
mandor
@
60,000.00
JUMLAH B. 10
BAHAN
32,054.30
1 M2 MENGERJAKAN DINDING PARTISI KAYU MERANTI DAN LAPISAN MULTIPLEK 9 MM 0.0210 M3
papan kayu meranti
@
1,187,571.94
24,939.01
0.7000 LBR
Multiplek 9 mm
@
150,000.00
105,000.00
0.0400 KG
Paku biasa
@
11,825.00
473.00
0.0400 KG
Paku plywood
@
20,000.00
800.00
0.0150 OH
Tukang kayu
@
55,000.00
0.8000 OH
Pekerja
@
45,000.00
0.0150 OH
kepala tukang
@
60,000.00
0.0400 OH
Mandor
@
60,000.00 JUMLAH
131,212.01
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DAFTAR ONGKOS ANGKUT MATERIAL BIDANG : CIPTA KARYA TAHUN : Juli 2006 NO
MATERIAL 1 2 3 4 5 6 7 8
9 10 11 12 13 14 15 16 17 18
SAT
HARGA MATERIAL
JARAK ANGKUT RATA-RATA 0 - 15 ONGKOS ANGKUT
JUMLAH
JARAK ANGKUT RATA-RATA 16 - 30 ONGKOS ANGKUT
JUMLAH
ONG ANG
Balok Klas I Bangkirai Balok Klas I Ulin Balok Kayu Meranti Batu Gunung Kayu Klas 2 Kayu galam dia 10 - 12 cm Kerikil Beton / Split ( 2-3 cm ) Koral
m3 m3 m3 m3 m3 btg m3 m3
1,700,000.00 1,300,000.00 800,000.00 65,000.00 650,000.00 9,500.00 165,000.00 165,000.00
123,950.58 123,950.58 123,950.58 35,945.67 123,950.58 123,950.58 35,945.67 35,945.67
1,823,950.58 1,423,950.58 923,950.58 100,945.67 773,950.58 133,450.58 200,945.67 200,945.67
154,938.22 154,938.22 154,938.22 66,933.31 154,938.22 154,938.22 66,933.31 66,933.31
1,854,938.22 1,454,938.22 954,938.22 131,933.31 804,938.22 164,438.22 231,933.31 231,933.31
185 185 185 97 185 185 97 97
Papan Kayu Bangkirai Papan Kayu Ulin Papan Kayu kelas 2 Papan Kayu Meranti Pasir Beton Pasir Pasang sungai Pasir pasang putih Pasir Urug Sirtu Tanah Urug
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3
1,900,000.00 1,500,000.00 800,000.00 950,000.00 175,000.00 175,000.00 100,000.00 50,000.00 60,000.00 13,500.00
123,950.58 123,950.58 123,950.58 123,950.58 35,945.67 35,945.67 35,945.67 35,945.67 35,945.67 35,139.99
2,023,950.58 1,623,950.58 923,950.58 1,073,950.58 210,945.67 210,945.67 135,945.67 85,945.67 95,945.67 48,639.99
154,938.22 154,938.22 154,938.22 154,938.22 66,933.31 66,933.31 66,933.31 66,933.31 66,933.31 66,127.63
2,054,938.22 1,654,938.22 954,938.22 1,104,938.22 241,933.31 241,933.31 166,933.31 116,933.31 126,933.31 79,627.63
185 185 185 185 97 97 97 97 97 97
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DAFTAR HARGA SATUAN UPAH DAN BAHAN BIDANG
: Cipta Karya
TAHUN ANGGARAN
: 2006 URAIAN
NO
2
1
A
SAT
3
JUMLAH HARGA
BIAYA
HARGA DASAR
SATUAN
ANGKUT
TANPA PAJAK
4 = 6+5
5
6
UPAH KERJA
1 Pekerja ( Buruh semi terlatih )
Hari
45,000.00
-
45,000.00
2 Tukang Batu
Hari
55,000.00
-
55,000.00
3 Tukang Kayu
Hari
55,000.00
-
55,000.00
4 Tukang Besi
Hari
55,000.00
-
55,000.00
5 Tukang Cat
Hari
55,000.00
-
55,000.00
6 Kepala Tukang
Hari
60,000.00
-
60,000.00
7 Mandor
Hari
60,000.00
-
60,000.00
8 Sopir
Hari
50,000.00
-
50,000.00
9 Pembantu Sopir
Hari
40,000.00
-
40,000.00
1 Aluminium foil single sided
Roll
450,000.00
-
450,000.00
2 Ampelas
Lbr
2,500.00
-
2,500.00
3 Atap Asbes Gelombang Besar
Lbr
23,000.00
-
23,000.00
B
Harga Bahan
4 Atap Genteng Kodok
Bh
1,550.00
-
1,550.00
5 Atap Metal Berkualitas ( 2 ssn, 8 daun )
Lbr
40,000.00
-
40,000.00
6 Atap Plastik gelombang 60 x 170
Lbr
14,500.00
-
14,500.00
7 Atap Sirap
Ikat
50,000.00
-
50,000.00
8 Atap Tilux
Bh
21,000.00
-
21,000.00
9 Bahan Plafond Asbes Semen 5 mm
M2
21,000.00
-
21,000.00
10 Bahan Plafond eternit 4 mm
M2
25,000.00
-
25,000.00
11 Bahan Plafond Hardplex 5 mm 120 x 130 12 Bahan Politur ( sirlak ) India
Lbr Kg
42,500.00 32,000.00
-
42,500.00 32,000.00
13 Bak Air Fiber (60 x 60 cm)
Bh
145,000.00
-
145,000.00
14 Bak Air Fiber (60 x 80 cm)
Bh
185,000.00
-
185,000.00
15 Bak Cuci Piring Stainles Lobang 1
Bh
195,000.00
-
195,000.00
16 Bak Cuci Piring Stainles Lobang 2
Bh
250,000.00
-
250,000.00
17 Bak Kontrol 50 x 50 x 40 cm
Bh
75,000.00
-
75,000.00
18 Bak air Traso Besar
Bh
185,000.00
-
185,000.00
19 Balok Klas I Bangkirai
M3
1,937,571.94
237,571.94
1,700,000.00
20 Balok Klas I Ulin
M3
1,537,571.94
237,571.94
1,300,000.00
T. A 2006
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NO
URAIAN
SAT
JUMLAH HARGA
BIAYA
HARGA DASAR
SATUAN
ANGKUT
TANPA PAJAK
21 Balok Kayu Meranti
M3
1,037,571.94
237,571.94
22 Batako
Bh
1,500.00
-
800,000.0
1,500.0
23 Batu alam 24 Batu Bata
M2 Bh
120,000.00 550.00
-
120,000.0 550.0
-
15,125.0
25 Batu apung
Kg
15,125.00
26 Batu Gunung
M3
214,567.03
27 Baut
Bh
2,000.00
-
28 Bensin
Lt
4,500.00
-
4,500.0
29 Besi Beton Polos Dia 6 - 22 mm
Kg
11,000.00
-
11,000.0
30 Besi Beton Ulir Dia 6 - 22 mm
Kg
16,000.00
-
16,000.0
31 Besi penggantung plafond
Kg
11,000.00
-
11,000.0
32 Besi strip
Kg
18,000.00
-
18,000.0
33 Box MCB 2 group
Unit
150,000.00
-
150,000.0
34 Box MCB 4 group
Unit
250,000.00
-
250,000.0
Bh Bh
20,000.00 364,000.00
-
20,000.0 364,000.0
39 Buis Beton Dia 100 cm tanpa tulangan
Bh
450,000.00
-
450,000.0
41 Cat Air / tembok
Kg
15,400.00
-
15,400.0
42 Cat besi
Kg
25,000.00
-
25,000.0
43 Cat Dasar / plamir
Kg
22,500.00
-
22,500.0
44 Cat Kilap / Kayu
Kg
35,000.00
-
35,000.0
45 Cat Menie kayu
Kg
13,000.00
-
13,000.0
46 Closed Jongkok Keramik berkualitas
Bh
120,000.00
-
120,000.0
47 Closed Jongkok Keramik Toto
Bh
125,000.00
-
125,000.0
48 Closed Jongkok Teraso
Bh
80,000.00
-
80,000.0
49 Closet Duduk Type Keramik Berkualitas
Unit
1,200,000.00
-
1,200,000.0
50 Daun Jendela Uk. Besar (Fabrikasi) Kc 5 mm 51 Daun Jendela Uk. Kecil (Fabrikasi) Kc 5 mm
Bh Bh
250,000.00 200,000.00
-
250,000.0 200,000.0
52 Daun Pintu Plywood Bag. Dlm Lapis Aluminium Foil
Bh
350,000.00
-
350,000.0
53 Daun Ventilasi
Bh
60,000.00
-
60,000.0
54 Dempul Halus ( INFRA )
Kg
25,000.00
-
25,000.0
55 Dempul kayu
Kg
12,500.00
-
12,500.0
35 Breaker 36 Buis Beton Dia 80 cm tanpa tulangan
149,567.03
65,000.0
2,000.0
T. A 2006
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NO
URAIAN
SAT
JUMLAH HARGA
BIAYA
SATUAN
ANGKUT
HARGA DASAR TANPA PAJAK
56 Dempul Politur
Kg
12,500.00
-
12,500.0
57 Engsel Jendela Lokal 3 "
Bh
20,000.00
-
20,000.0
58 Engsel Pintu Lokal 5 " 59 Espagnolet
Bh Bh
25,000.00 125,000.00
-
25,000.0 125,000.0
60 Floor Drain
Bh
17,500.00
-
17,500.0
61 Formika Ukuran Pintu
Lbr
75,000.00
-
75,000.0
62 Genteng keramik
Bh
8,500.00
-
8,500.0
63 Glass block
Bh
18,500.00
-
18,500.0
64 Grendel Jendela
Bh
7,500.00
-
7,500.0
65 Grendel Pintu
Bh
12,500.00
-
12,500.0
66 Grendel tanam Pintu
Bh
25,000.00
-
25,000.0
67 Gypsum board, t = 9 mm
Lbr
45,000.00
-
45,000.0
68 Hak Angin
Bh
8,000.00
-
8,000.0
69 Handle Jendela putih
Bh
5,000.00
-
5,000.0
70 Handle Pintu
Bh
16,500.00
-
16,500.0
71 Jalusi Atap
Bh
425,000.00
-
425,000.0
72 Jalusi Kayu Bangkirai
M'
15,000.00
-
15,000.0
73 Kabel NGA 2,5
Rol
155,000.00
-
155,000.0
74 Kaca Naco ( kerangka/daun ) 5 mm
Set
150,000.00
-
150,000.0
75 Kaca polos 2 mm
M2
32,000.00
-
32,000.0
76 Kaca polos 3 mm
M2
48,000.00
-
48,000.0
77 Kaca polos 5 mm
M2
80,000.00
-
80,000.0
78 Kaca Rayben 5 mm
M2
95,000.00
-
95,000.0
79 Kanopi Atap
Bh
325,000.00
-
325,000.0
80 Kawat Bendrat / Beton
Kg
10,000.00
-
10,000.0
81 Kawat Bronjong
Kg
27,500.00
-
27,500.0
82 Kawat Duri
Kg
11,000.00
-
11,000.0
83 Kawat Harmonika
m2
37,500.00
-
37,500.0
84 Kawat nyamuk besi
m2
10,000.00
-
10,000.0
85 Kawat nyamuk plastik
m2
5,000.00
-
5,000.0
86 Kayu Klas 2
M3
650,000.00
-
650,000.0
87 Kayu galam dia 10 - 12 cm
Btg
9,500.00
-
9,500.0
88 Keramik 10 x 20 cm
M2
35,000.00
-
35,000.0
89 Keramik 20 x 25 cm
M2
44,000.00
-
44,000.0
T. A 2006
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NO
URAIAN
SAT
JUMLAH HARGA
BIAYA
SATUAN
ANGKUT
HARGA DASAR TANPA PAJAK
90 Keramik 20 x 20 cm
M2
44,000.00
-
44,000.0
91 Keramik 30 x 30 cm Halus
M2
37,000.00
-
37,000.0
92 Keramik 30 x 30 cm Kasar 93 Keramik 40 x 40 anti slip
M2 M2
41,000.00 49,500.00
-
41,000.0 49,500.0
-
94 Karet Talang
M'
5,500.00
95 Kerikil Beton / Split ( ukuran 2-3 cm )
M3
314,567.03
149,567.03
96 Koral
M3
314,567.03
149,567.03
97 Kran Air Dia 1"
Bh
25,000.00
-
25,000.0
98 Kran Air Dia 3/4
Bh
20,000.00
-
20,000.0
99 Kuas 3 "
Bh
7,500.00
-
7,500.0
100 Kunci Pintu 2 Slag berkualitas
Bh
150,000.00
-
150,000.0
101 Kunci Pintu Double Ex Cisa
Bh
350,000.00
-
350,000.0
102 Kunci Pintu Double Lengkap Dgn Accecories
Bh
750,000.00
-
750,000.0
103 Kunci Pintu Tanam antik
Bh
125,000.00
-
125,000.0
104 Kusen aluminium 1 105 Kusen aluminium 2 106 Kusen aluminium 3
-
-
-
-
5,500.0
165,000.0
165,000.0
107 Lampu 2 - TL 40 Watt Double + Instalasi
Bh
150,000.00
-
150,000.0
108 Lampu Merkury 250 wt
Bh
165,000.00
-
165,000.0
109 Lampu Pijar 10 Watt
Bh
3,500.00
-
3,500.0
110 Lampu Pijar 100 Watt
Bh
15,000.00
-
15,000.0
111 Lampu Pijar 15 Watt
Bh
3,850.00
-
3,850.0
112 Lampu Pijar 25 Watt
Bh
4,500.00
-
4,500.0
113 Lampu Pijar 40 Watt
Bh
10,000.00
-
10,000.0
114 Lampu Pijar 5 Watt
Bh
3,500.00
-
3,500.0
115 Lampu Pijar 60 Watt
Bh
5,500.00
-
5,500.0
116 Lampu Philip SL 20 Watt + Fitting
Bh
50,000.00
-
50,000.0
117 Lampu TL Philip + Fitting 20 Watt
Bh
37,000.00
-
37,000.0
118 Lampu TL 20 Watt Double (Trafo)
Bh
125,000.00
-
125,000.0
119 Lampu TL 40 Watt (Trafo)
Bh
85,000.00
-
85,000.0
120 Lampu TL 40 Watt Double (Trafo)
Bh
160,000.00
-
160,000.0
121 Lem Kayu ( Fox )
Ltr
9,500.00
-
9,500.0
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NO
URAIAN
SAT
JUMLAH HARGA
BIAYA
SATUAN
ANGKUT
HARGA DASAR TANPA PAJAK
122 Lem Paralon
Bh
5,000.00
-
5,000.0
123 List Cornice Gypsum
M'
15,000.00
-
15,000.00
124 List Plafond Gypsum 125 List Plafond Plywood
M' M'
30,000.00 1,500.00
-
30,000.00 1,500.0
126 List Profil Sudut 3/5 Ky Bangkirai
M'
4,250.00
-
4,250.0
127 List Profil Sudut 3/5 Ky Meranti
M'
3,750.00
-
3,750.0
128 Listplank kayu ukir
M'
37,692.62
-
37,692.62
129 List plafond gypsum
M'
31,250.00
-
31,250.00
130 Macam2 Sambungan PVC AW Dia 1 "
Bh
3,500.00
-
3,500.0
131 Macam2 Sambungan PVC AW Dia 1/2 "
Bh
2,000.00
-
2,000.0
132 Macam2 Sambungan PVC AW Dia 2 "
Bh
5,000.00
-
5,000.0
133 Macam2 Sambungan PVC AW Dia 3/4 "
Bh
6,500.00
-
6,500.0
134 Macam2 Sambungan PVC AW Dia 4 "
Bh
11,000.00
-
11,000.00
135 Marmer lokal
m2
136 Minyak cat 137 Minyak bekisting
Ltr Ltr
12,500.00 5,000.0
138 Multiplek 4 mm 139 Multiplek 6 mm
-
-
12,500.00 5,000.00
-
Lbr
67,000.00
-
67,000.00
Lbr
100,000.00
-
100,000.00
140 Multiplek 9 mm
Lbr
150,000.00
-
150,000.00
141 Multiplek 15 mm
Lbr
250,000.00
-
250,000.00
142 Multiplek 18 mm
Lbr
300,000.00
-
300,000.00
143 Multiplex 12 mm
Lbr
200,000.00
-
200,000.00
144 Nok Genteng Kodok
Bh
2,000.00
-
2,000.0
145 Nok Genteng keramik
Bh
19,500.00
-
19,500.00
146 Nok Model U ukuran 110 x 5 x 6 cm
M'
35,000.00
-
35,000.00
147 Nok Model U Verza Roof 40 x 12 cm
Bh
18,000.00
-
18,000.00
148 Oker
Kg
15,000.00
-
15,000.00
149 Oli / pelumas
Ltr
24,750.00
-
150 Pagar besi motif BRC 1,2 x 2,4 m'
M'
297,916.67
-
297,916.6
151 Pagar besi motif BRC 1,75 x 2,4 m'
M'
343,750.00
-
343,750.00
152 Paku Asbes + Karet
Kg
16,000.00
-
16,000.00
153 Paku Beton
Bh
250.00
-
250.00
154 Paku bor
Kg
25,000.00
-
25,000.00
155 Paku Genteng metal
Kg
27,500.00
-
27,500.00
156 Paku Kayu / biasa
Kg
11,825.00
-
11,825.00
24,750.00
T. A 2006
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NO
URAIAN
SAT
JUMLAH HARGA
BIAYA
SATUAN
ANGKUT
HARGA DASAR TANPA PAJAK
157 Paku Keling
Kg
25,000.00
-
25,000.0
158 Paku Seng
Kg
14,300.00
-
14,300.0
159 Paku Ulin 160 Paku Plywood
Kg Kg
13,750.00 20,000.00
-
13,750.0 20,000.0
-
161 Paku Sekrup
Kg
14,300.00
162 Papan Kayu Bangkirai
M3
2,137,571.94
237,571.94
1,900,000.0
14,300.0
163 Papan Kayu Ulin
M3
1,737,571.94
237,571.94
1,500,000.0
164 Papan Kayu kelas 2
M3
1,037,571.94
237,571.94
165 Papan Kayu Meranti
M3
1,187,571.94
237,571.94
166 Papan Nama Proyek
Bh
350,000.00
-
167 Papan Reuter Bengkirai
M'
26,900.00
-
26,900.0
168 Pas. Lampu Baret + Instalasi
Unit
375,000.00
-
375,000.00
169 Pas. Lampu Gantung
Unit
450,000.00
-
450,000.00
170 Pasir Beton
M3
324,567.03
149,567.03
175,000.00
171 Pasir Pasang sungai 172 Pasir pasang putih
M3 M3
324,567.03 249,567.03
149,567.03 149,567.03
175,000.00 100,000.00
173 Pasir Urug
M3
199,567.03
149,567.03
174 Paving blok biasa
bh
2,000.00
-
2,000.0
175 Paving block K - 127
m2
75,000.00
-
75,000.0
176 Penangkal Petir + Instalasi
unit
5,500,000.00
-
5,500,000.0
177 Pintu Panel Double ky Bangkirai
Bh
700,000.00
-
700,000.00
178 Pintu Double Plywood
Bh
250,000.00
-
250,000.00
179 Pintu Panel ky Bangkirai Uk. Besar L 80 cm
Bh
425,000.00
-
425,000.00
180 Pintu Panel ky Bangkirai Uk. Kecil L 70 cm
Bh
350,000.00
-
350,000.00
181 Pintu Panel kayu Ulin Ukuran Besar L 80 cm
Bh
350,000.00
-
350,000.00
182 Pintu Panel kayu Ulin Ukuran Kecil L 70 cm
Bh
300,000.00
-
300,000.00
183 Pintu Panel Lapis Formika (Fabrikasi)
Bh
335,000.00
-
335,000.00
184 Pintu Skat
Bh
200,000.00
-
200,000.00
185 Pipa Galvanis AW Dia 1 "
M'
15,000.00
-
15,000.0
186 Pipa Galvanis AW Dia 2 "
M'
30,000.00
-
30,000.0
187 Pipa Galvanis AW Dia 3 "
M'
93,000.00
-
93,000.0
188 Pipa Galvanis AW Dia 4 "
M'
110,000.00
-
110,000.00
189 Pipa PVC AW Dia 1 "
Btg
25,000.00
-
25,000.0
190 Pipa PVC AW Dia 1/2 "
Btg
12,500.00
-
12,500.0
191 Pipa PVC AW Dia 2 "
Btg
45,000.00
-
45,000.0
800,000.00
950,000.00
350,000.00
50,000.0
T. A 2006
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NO
URAIAN
SAT
JUMLAH HARGA
BIAYA
SATUAN
ANGKUT
HARGA DASAR TANPA PAJAK
192 Pipa PVC AW Dia 3/4 "
Btg
15,000.00
-
193 Pipa PVC AW Dia 4 "
Btg
85,000.00
-
15,000.0
194 Pipa stainless steel 2 " 195 Pipa stainless steel 3 "
M' M'
30,250.00 37,812.00
-
85,000.0 30,250.0 37,812.0
196 Pitting
Bh
6,000.00
-
6,000.0
197 Plamir
Kg
28,000.00
-
28,000.0
198 Plitur
Kg
8,500.00
-
8,500.0
199 Plint / list lantai keramik
Bh
3,500.00
-
3,500.0
200 Plint marmer 10 x 40 cm
Bh
12,500.00
-
12,500.0
201 Plywood 3 mm
Lbr
46,000.00
-
46,000.0
202 Plywood 4 mm
Lbr
61,500.00
-
61,500.0
203 Plywood 6 mm
Lbr
92,000.00
-
92,000.0
204 Plywood 12 mm
Lbr
184,000.00
-
184,000.00
205 Plywood 15 mm
Lbr
230,000.00
-
230,000.00
206 Plywood 18 mm 207 Porselen 20 x 20 cm
Lbr Bh
276,000.00 2,500.00
-
276,000.00 2,500.0
209 Rangka besi hollow
M'
60,000.00
-
60,000.0
210 Rol Cat Tembok
Bh
20,000.00
-
20,000.0 3,000.0
208 Polycarbonat
-
211 Rolling door
-
-
-
212 Roster beton 20 x 20 cm
Bh
3,000.00
-
213 Roster beton 20 x 30 cm
Bh
4,000.00
-
4,000.0
214 Roster kayu bangkirai 20 x 20 cm
Bh
60,000.00
-
60,000.0
215 Rumput Hias
M2
25,000.00
-
25,000.0
216 Saklar Ganda
Bh
19,250.00
-
19,250.0
217 Saklar Tunggal
Bh
16,500.00
-
16,500.0
218 Sekering Kas 3 Group + Instalasi
Unit
100,000.00
-
100,000.00
219 Semen Abu - Abu / PC ( 50 kg/Zak )
Zak
43,000.00
-
43,000.0
220 Semen Warna
Kg
1,600.00
-
1,600.0
221 Semen putih
Kg
1,200.00
-
1,200.0
222 Seng gelombang Besar / kecil
Lbr
30,000.00
-
30,000.0
223 Seng Plat
Lbr
35,000.00
-
35,000.0
224 Septictank ( 3 x 1,5 )+Resapan (1,5 x 1,5 )
Unit
4,550,000.00
-
4,550,000.0
225 Septictank Kayu
Unit
1,650,000.00
-
1,650,000.0
T. A 2006
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URAIAN
NO
SAT
JUMLAH HARGA
BIAYA
HARGA DASAR
SATUAN
ANGKUT
TANPA PAJAK
226 Sirlak
Kg
27,000.00
227 Sirtu
m3
209,567.03
-
228 Solar 229 Spritus
Ltr Ltr
6,321.00 5,000.00
-
6,321.00 5,000.00
230 Stop Kontak
Bh
18,000.00
-
18,000.00
231 Talang Air PVC Maspion
M'
25,000.00
-
25,000.00
232 Tambah daya Listrik
Wt
2,500.00
-
233 Tanah Urug
M3
162,261.35
234 Tandon Air 2 x 1200 ltr + Menara + Atap
Unit
3,950,000.00
-
3,950,000.00
235 Tandon Air 1 x 1200 ltr + Menara + Atap
Unit
1,975,000.00
-
1,975,000.00
236 Tangga Naik Tinggi 1 m
Bh
210,000.00
-
210,000.00
237 Tanki Air Viberglass 1200 Ltr
Bh
850,000.00
-
850,000.00
238 Tanki Air Viberglass 2500 Ltr
Bh
1,850,000.00
-
1,850,000.00
239 Tanki Air Viberglass 550 Ltr
Bh
650,000.00
-
650,000.00
240 Teakwood 3 mm
Lbr
85,000.00
-
85,000.00
241 Teakwood 4 mm
Lbr
113,500.00
-
113,500.00
242 Teakwood 6 mm
Lbr
170,000.00
-
170,000.00
243 Ter / Residu
Kg
5,000.00
-
5,000.00
244 Terpentin
Ltr
2,500.00
-
2,500.00
245 Tiang Lampu Tunggal 11 m'
Bt
1,950,000.00
-
1,950,000.00
246 Tiang Lampu Tunggal 9 m'
Bt
1,280,000.00
-
1,280,000.00
247 Tiang Lampu Ganda 11 m'
Bt
2,300,000.00
-
2,300,000.00
248 Tiang Lampu ganda 9 m'
Bt
1,510,000.00
-
1,510,000.00
249 Tinner A
Ltr
12,000.00
-
12,000.00
250 Titik Mata Lampu
Ttk
130,000.00
-
130,000.00
251 Trap Depan Papan Tulis Bak Lapis Keramik
Bh
130,000.00
-
130,000.00
252 Ukiran jamang pada puncak
Bh
312,500.00
-
312,500.00
253 Ukiran jamang pada listplank 254 Urinoir
Bh Bh
250,000.00 1,500,000.00
-
250,000.00 1,500,000.00
255 Washtafel + Cermin
Bh
450,000.00
-
450,000.00
149,567.03
27,000.00 60,000.00
148,761.35
2,500.00 13,500.00
T. A 2006
1. 2. 3. 4. 5.
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
Catatan : Harga diatas adalah harga disumber material ( disungai, dilokasi penggalian) khusus utk bahan Untuk bahan-bahan non lokal harga tersebut adalah harga toko / harga yang berlaku dipasaran Harga sudah terrmasuk keuntungan kontraktor dan ongkos angkut Ongkos angkut tergantung jarak lokasi pekerjaan ke Quary ( sampel jarak angkut 46 - 70 ) Harga belum termasuk PPn
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ANALISA HARGA SATUAN SNI 2006
HAR KODE ANALISA
INDEK
SATUAN
URAIAN
HARGA SATUAN ( Rp )
BAHAN ( Rp )
A. PEKERJAAN PERSIAPAN
A. 6.6.1
1 M' PAGAR SEMENTARA DARI KAYU TINGGI 2 M 1.2500 btg
Dolken kayu dia 8-10/4 m'
@
9,500.00
11,875.00
2.5000 kg
Semen portland
@
860.00
2,150.00
0.0050 m3
Pasir beton
@
324,567.03
1,622.84
0.0090 m3
Koral beton
@
314,567.03
2,831.10
0.0720 m3
Kayu 5/7
@
650,000.00
46,800.00
0.0600 kg
Paku biasa 2'-5'
@
11,825.00
709.50
0.4000 lt
Residu
@
5,000.00
2,000.00
0.2000 oh
Tukang kayu
@
55,000.00
0.4000 oh
Pekerja
@
45,000.00
0.0200 oh
Kepala tukang
@
60,000.00
0.0200 oh
Mandor
@
60,000.00 JUMLAH
A. 6.6.2
67,988.44
1 M' PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 M 1.2500 btg
Dolken kayu dia 8-10/4 m'
@
9,500.00
2.5000 kg
Semen portland
@
860.00
2,150.00
1.2000 Lbr
Seng gelombang 3" - 5 "
@
30,000.00
36,000.00
0.0050 m3
Pasir Beton
@
324,567.03
1,622.84
0.0090 m3
Koral beton
@
314,567.03
2,831.10
0.0720 kg
Kayu 5/7
@
650,000.00
46,800.00
0.0600 kg
Paku biasa 2'-5'
@
11,825.00
709.50
0.4500 Kg
Meni besi
@
25,000.00
11,250.00
0.2000 oh
Tukang kayu
@
55,000.00
0.4000 oh 0.0200 oh
Pekerja Kepala tukang
@ @
45,000.00 60,000.00
0.0200 oh
Mandor
@
60,000.00 JUMLAH
A. 6.6.3
11,875.00
113,238.44
1 M' PAGAR SEMENTARA DARI KAWAT DURI TINGGI 1,8 M 1.2500 btg
Dolken kayu dia 8-10/4 m'
@
9,500.00
2.5000 kg
Semen portland
@
860.00
2,150.00
Kawat Duri
@
11,000.00
275,000.00
0.0050 m3
Pasir Beton
@
324,567.03
1,622.84
0.0090 m3
Koral beton
@
314,567.03
2,831.10
0.0720 kg
Paku biasa 2'-5'
@
11,825.00
851.40
0.2000 oh
Tukang kayu
@
55,000.00
0.3000 oh 0.0200 oh
Pekerja Kepala tukang
@ @
45,000.00 60,000.00
0.0200 oh
Mandor
@
25.0000 kg
60,000.00 JUMLAH
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11,875.00
294,330.34
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A. 6.6.4
1 M' MENGUKUR DAN MEMASANG BOUWPLANK 0.0120 m3
kayu meranti, balok
@
1,037,571.94
0.0200 kg
Paku Biasa 2' - 5'
@
11,825.00
236.50
0.0070 m3
kayu papan 3/20
@
1,037,571.94
7,263.00
0.1000 oh
tukang kayu
@
55,000.00
0.1000 oh
pekerja
@
45,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0050 oh
mandor
@
60,000.00 JUMLAH
A. 6.6.5
19,950.37
1 M2 PEMBUATAN KANTOR SEMENTARA DENGAN LANTAI PLESTERAN 1.2500 btg
Dolken kayu dia 8-10/4 m'
@
9,500.00
11,875.00
0.1800 kg
Kayu
@
1,037,571.94
186,762.95
0.8500 m3
Kayu Biasa
@
1,037,571.94
881,936.15
1.1000 m3
Besi Strip
@
18,000.00
19,800.00
Semen portland
@
860.00
30,100.00
0.1500 kg
Pasir Pasang
@
249,567.03
37,435.05
0.1000 m3 0.1500 m3
Pasir Beton Koral beton
@ @
324,567.03 314,567.03
32,456.70 47,185.05
16,500.00
35.0000 kg
30.0000 Bh
Bata merah
@
550.00
0.2500 Lbr
Seng Plat
@
30,000.00
7,500.00
2.0000 Bh
Jendela Nako
@
150,000.00
300,000.00
0.0800 m2
Kaca Polos
@
80,000.00
6,400.00
0.0150 Bh
Kunci Tanam
@
125,000.00
1,875.00
0.0600 Lbr
Plywood 4 mm
@
61,500.00
3,690.00
@
55,000.00
@
55,000.00
@
45,000.00
2.0000 oh 1.0000 oh 2.0000 oh
A. 6.6.6
12,450.86
tukang kayu Tukang Batu pekerja
0.3000 oh
Kepala tukang
@
60,000.00
0.0500 oh
Mandor
@
60,000.00 JUMLAH
1,583,515.91
1 M2 PEMBUATAN GUDANG SEMEN DAN ALAT - ALAT 1.7000 btg
Dolken kayu dia 8-10/4 m'
@
9,500.00
16,150.00
0.2100 kg
Kayu
@
1,037,571.94
217,890.11
0.3000 kg
Paku biasa 2'-5'
@
11,825.00
3,547.50
10.5000 kg
Semen portland
@
860.00
9,030.00
0.0300 m3
Pasir Beton
@
324,567.03
9,737.01
0.0500 m3
Koral beton
@
314,567.03
15,728.35
1.5000 Lbr
Seng gelombang
@
30,000.00
45,000.00
2.0000 oh
Tukang kayu
@
55,000.00
1.0000 oh
Pekerja
@
45,000.00
0.2000 oh
Kepala tukang
@
60,000.00
0.0500 oh
Mandor
@
60,000.00 JUMLAH
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317,082.97
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A. 6.6.7
1 M2 PEMBUATAN RUMAH JAGA/KONSTRUKSI KAYU 3.0000 btg
Dolken kayu dia 8-10/4 m'
@
9,500.00
28,500.00
0.2760 kg
Kayu
@
1,037,571.94
286,369.85
0.7000 kg
Paku biasa 2'-5'
@
11,825.00
8,277.50
1.5000 Lbr
Seng gelombang bljs 32
@
30,000.00
45,000.00
1.5000 oh
Tukang kayu
@
55,000.00
1.0000 oh
Pekerja
@
45,000.00
0.1500 oh
Kepala tukang
@
60,000.00
0.0500 oh
Mandor
@
60,000.00 JUMLAH
A. 6.6.8
368,147.35
1 M' MEMBERSIHKAN LAPANGAN DAN PERATAAN 0.1000 oh
pekerja
@
45,000.00
0.0500 oh
mandor
@
364,000.00 JUMLAH
A. 6.6.9
-
1 M2 PEMBUATAN BEDENG BURUH 1.2500 btg
Dolken kayu dia 8-10/4 m'
@
9,500.00
11,875.00
0.1860 kg 0.3000 Kg
Kayu Paku biasa 2'-5'
@ @
1,037,571.94 11,825.00
192,988.38 3,547.50
15,480.00
18.0000 kg
Semen portland
@
860.00
0.0300 m3
Pasir Beton
@
324,567.03
9,737.01
0.0500 m3
Koral beton
@
314,567.03
15,728.35
1.5000 Lbr
Seng gelombang bljs 32
@
30,000.00
45,000.00
1.3500 Lbr
Plywood 4 mm
@
61,500.00
83,025.00
2.0000 oh
Tukang kayu
@
55,000.00
1.0000 oh
Pekerja
@
45,000.00
0.2000 oh
Kepala tukang
@
60,000.00
0.0500 oh
Mandor
@
60,000.00 JUMLAH
A. 6.6.10
1 M2 PEMBUATAN BAK ADUKAN UKURAN (40 X 50 X 20) CM 0.0360 m3 Kayu Terentang
377,381.24
@
1,037,571.94
0.0800 kg
Paku biasa 2'-5'
@
11,825.00
946.00
1.0000 btg
kaso 5/7
@
25,000.00
25,000.00
0.3000 oh
Tukang kayu
@
55,000.00
0.0015 oh
Mandor
@
60,000.00 JUMLAH
A. 6.6.11
37,352.59
63,298.59
1 M2 PEMBUATAN STEGGER DARI BAMBU,UKURAN (40X50X20) CM 1.0000 btg
Bambu dia. 6 - 8 / 600 cm
@
10,000.00
10,000.00
0.2500 kg
Tali Ijuk
@
25,000.00
6,250.00
0.0170 oh
Tukang kayu
@
55,000.00
0.2500 oh
Pekerja
@
45,000.00
0.0020 oh
Kepala tukang
@
60,000.00
0.0130 oh
Mandor
@
60,000.00 JUMLAH
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A. 6.6.12
1 M2 PEMBUATAN JALAN SEMENTARA 0.1500 m3
Batu Belah 15/20
@
165,000.00
24,750.00
0.0900 m3
Batu Pecah 5/7
@
170,000.00
15,300.00
0.0100 m3
Pasir pasang
@
1,500,000.00
15,000.00
1.0000 oh
pekerja
@
150,000.00
0.0500 oh
mandor
@
10,000.00 JUMLAH
A. 6.6.13
55,050.00
1 M3 BONGKARAN BETON BERTULANG 6.6670 oh 0.3330 oh
pekerja Mandor
@
45,000.00
@
60,000.00 JUMLAH
A. 6.6.14
-
1 M3 BONGKARAN DINDING TEMBOK BATA MERAH 6.6670 oh 0.3330 oh
pekerja Mandor
@
45,000.00
@
60,000.00 JUMLAH
A. 6.6.15
-
1 M' PASANG PAGAR KAWAT JARING GALVANIS.TINGGI 1,00 M 0.4340 m2 0.0420 oh
Pagar Kawat jaring Pekerja
@ @
37,500.00 45,000.00
0.0040 oh
Kepala tukang
@
60,000.00
0.0420 oh
Tukang
@
55,000.00
0.0020 oh
Mandor
@
60,000.00 JUMLAH
A. 6.6.16
16,275.00
16,275.00
1 M' PASANG PAGAR BETON PRACETAK ( 5X50X213) CM 0.9860 lbr
Panel Beton Pracetak
@
0.5250 btg
Kolom Beton Pracetak
@
0.0740 m3
Pasir Beton
@
324,567.03
0.1460 m3
Koral
@
314,567.03
45,926.7862
Semen Abu- abu
@
43,000.00
1,935,000.0000
0.1250 oh 0.0120 oh
Tukang batu Kepala tukang
@ @
55,000.00 60,000.00
0.3750 oh
pekerja
@
45,000.00
0.0190 oh
mandor
@
45.0000 kg
-
24,017.9601
60,000.00 JUMLAH
2,004,944.75
B. PEKERJAAN TANAH
B. 6.6.1
1 M3 GALIAN TANAH BIASA SEDALAM 1 M' 0.4000 oh
pekerja
92.4000
45,000.00
-
oh
tukang gali
@
55,000.00
-
oh
kepala tukang
@
60,000.00
mandor
@
0.0400 oh
60,000.00 JUMLAH
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B. 6.6.2
1 M3 GALIAN TANAH BIASA SEDALAM 2 M' 0.5260 oh
pekerja
45,000.00
-
oh
tukang gali
-
oh
kepala tukang
@
mandor
@
0.0520 oh
55,000.00 60,000.00 60,000.00 JUMLAH
B. 6.6.3
1 M3 GALIAN TANAH BIASA SEDALAM 3 M' 0.7350 oh
pekerja
@
45,000.00
-
oh
tukang gali
@
55,000.00
-
oh
kepala tukang
@
60,000.00
mandor
@
0.0730 oh
60,000.00 JUMLAH
B. 6.6.4
1 M3 GALIAN TANAH KERAS SEDALAM 1 M' 0.6250 oh
pekerja
@
45,000.00
-
oh
tukang gali
@
55,000.00
-
oh
kepala tukang
@
60,000.00
mandor
@
60,000.00 JUMLAH
0.0620 oh B. 6.6.5
1 M3 GALIAN TANAH CADAS SEDALAM 1 M 1.2500 oh
pekerja
@
45,000.00
-
oh
tukang gali
@
55,000.00
-
oh
kepala tukang
@
60,000.00
mandor
@
0.1250 oh
60,000.00 JUMLAH
B. 6.6.6
1 M3 GALIAN TANAH LUMPUR SEDALAM 1 M' 0.8230 oh
pekerja
@
45,000.00
-
oh
tukang gali
@
55,000.00
-
oh
kepala tukang
@
60,000.00
mandor
@
60,000.00 JUMLAH
pekerja
@
45,000.00
0.0830 oh B. 6.6.7
1 M2 PEKERJAAN STRIPPING SETINGGI 1 M 0.0500 oh -
oh
tukang gali
@
55,000.00
-
oh
kepala tukang
@
60,000.00
mandor
@
0.0050 oh
60,000.00 JUMLAH
B. 6.6.8
1 M3 PEMBUANGAN TANAH SEJAUH 150 M 0.5160 oh
pekerja
@
45,000.00
-
oh
tukang gali
@
55,000.00
-
oh
kepala tukang
@
60,000.00
mandor
@
60,000.00 JUMLAH
0.0500 oh
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B. 6.6.9
1 M3 URUGAN KEMBALI 0.1920 oh
pekerja
@
45,000.00
-
oh
tukang gali
@
55,000.00
-
oh
kepala tukang
@
60,000.00
mandor
@
0.0190 oh
60,000.00 JUMLAH
B. 6.6.10
PEMADATAN TANAH 0.5000 oh
pekerja
@
45,000.00
-
oh
tukang gali
@
55,000.00
-
oh
kepala tukang
@
60,000.00
mandor
@
0.0500 oh
60,000.00 JUMLAH
B. 6.6.11
B. 6.6.11.a
1 M3 URUGAN TANAH 1.2000 M3
Tanah urug
@
162,261.35
0.2500 oh
pekerja
@
45,000.00
0.0250 oh
mandor
@
60,000.00
1.0000 oh
Ls biaya pemadatan
@
25,500.00 JUMLAH
194,713.62
1 M3 URUGAN PASIR 1.2000 M3
pasir urug
@
199,567.03
0.3000 oh
pekerja
@
45,000.00
0.0100 oh
mandor
@
60,000.00
1.0000 oh
Ls biaya pemadatan
@
239,480.43
1 M3 LAPISAN PUDEL CAMP 1 Kp : 3 Ps : 7 TL 0.3300 M3
pasir urug
@
0.1090 M3
kapur padam
@
199,567.03
0.7630 M3
tanah liat
@
0.8330 oh 0.4160 oh
pekerja tukang batu
@ @
45,000.00 55,000.00
0.0400 oh
kepala tukang
@
60,000.00
0.0830 oh
mandor
@
65,857.12
60,000.00 JUMLAH
B. 6.6.13
239,480.43
25,500.00 JUMLAH
B. 6.6.12
194,713.62
65,857.12
1 M3 LAPISAN PUDEL CAMP 1 Kp : 5 TL 0.2000 M3
kapur padam
@
1.0000 M3
tanah liat
@
-
0.8330 oh
pekerja
@
45,000.00
0.4160 oh
tukang batu
@
55,000.00
0.0410 oh
kepala tukang
@
60,000.00
0.0810 oh
mandor
@
-
60,000.00 JUMLAH
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B. 6.6.14
1 M3 PEMASANGAN LAPISAN IJUK 1.2000 m3
ijuk
@
0.1500 oh
pekerja
@
45,000.00
-
oh
tukang gali
@
55,000.00
-
oh
kepala tukang
@
60,000.00
mandor
@
0.0150 oh
60,000.00 JUMLAH
B. 6.6.15
-
1 M3 URUGAN SIRTU 1.2000 M3
Sirtu
@
209,567.03
0.2500 oh
pekerja
@
45,000.00
-
oh
tukang gali
@
55,000.00
-
oh
kepala tukang
@
60,000.00
mandor
@
0.0250 oh
60,000.00 JUMLAH
B. 6.6.16
251,480.43
251,480.43
1 M2 PEMBUATAN JALAN SEMENTARA. TEBAL 25 CM 0.2750 m3
batu belah
@
214,567.03
59,005.9329
0.0300 m3 0.0500 m3
kerikil pasir
@ @
314,567.03 249,567.03
9,437.0109 12,478.3514
1.0000 oh
pekerja
@
45,000.00
-
oh
tukang gali
@
55,000.00
-
oh
kepala tukang
@
60,000.00
mandor
@
0.1000 oh
60,000.00 JUMLAH
80,921.30
C. PEKERJAAN PONDASI
C.6.6.1
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 1 Ps 1.1000 m3
batu belah 15/20 cm
@
214,567.03
236,023.7318
semen porland
@
860.00
337,120.0000
0.3140 m3
pasir pasang
@
249,567.03
78,364.0471
1.5000 oh 0.6000 oh
pekerja tukang batu
@ @
45,000.00 55,000.00
0.0600 oh
kepala tukang
@
60,000.00
0.0750 oh
mandor
@
392.0000 kg
60,000.00 JUMLAH
C.6.6.2
651,507.78
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 2 Ps 1.1000 m3
batu belah 15/20 cm
@
214,567.03
236,023.7318
semen porland
@
860.00
229,620.0000
0.4270 m3
pasir pasang
@
249,567.03
106,565.1213
1.5000 oh
pekerja
@
45,000.00
0.6000 oh
tukang batu
@
55,000.00
0.0600 oh
kepala tukang
@
60,000.00
0.0750 oh
mandor
@
267.0000 kg
60,000.00 JUMLAH
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C.6.6.3
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 2,5 Ps 1.1000 m3
batu belah 15/20 cm
@
214,567.03
236,023.73
semen porland
@
860.00
337,120.00
0.3140 m3
pasir pasang
@
249,567.03
78,364.05
1.5000 oh
pekerja
@
45,000.00
0.6000 oh
tukang batu
@
55,000.00
0.0600 oh
kepala tukang
@
60,000.00
0.0750 oh
mandor
@
392.0000 kg
60,000.00 JUMLAH
C.6.6.4
1.1000 m3
batu belah 15/20 cm
@
214,567.03
236,023.73
semen porland
@
860.00
173,720.00
0.4850 m3
pasir pasang
@
249,567.03
121,040.01
1.5000 oh
pekerja
@
45,000.00
0.6000 oh
tukang batu
@
55,000.00
0.0600 oh
kepala tukang
@
60,000.00
0.0750 oh
mandor
@
60,000.00 JUMLAH
202.0000 kg
C.6.6.5
651,507.78
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 3 Ps
530,783.74
1 M3 PASANG PONDASI BATU KALI / GUNUNG / BELAH 1 Pc ; 4 Ps 1.1000 m3
batu belah 15/20 cm
@
214,567.03
236,023.73
semen porland
@
860.00
140,180.00
0.5200 m3
pasir pasang
@
249,567.03
129,774.86
1.5000 oh
pekerja
@
45,000.00
0.6000 oh
tukang batu
@
55,000.00
0.0600 oh
kepala tukang
@
60,000.00
0.0750 oh
mandor
@
163.0000 kg
60,000.00 JUMLAH
C.6.6.6
505,978.59
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 5 Ps 1.1000 m3 136.0000 kg
batu belah 15/20 cm semen porland
@ @
214,567.03 860.00
236,023.73 116,960.00
0.5440 m3
pasir pasang
@
249,567.03
135,764.46
1.5000 oh
pekerja
@
45,000.00
0.6000 oh
tukang batu
@
55,000.00
0.0600 oh
kepala tukang
@
60,000.00
0.0750 oh
mandor
@
60,000.00 JUMLAH
C.6.6.7
488,748.20
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 6 Ps 1.1000 m3
batu belah 15/20 cm
@
214,567.03
236,023.73
semen porland
@
860.00
100,620.00
0.5610 m3
pasir pasang
@
249,567.03
140,007.10
1.5000 oh
pekerja
@
45,000.00
0.6000 oh
tukang batu
@
55,000.00
0.0600 oh
kepala tukang
@
60,000.00
0.0750 oh
mandor
@
117.0000 kg
60,000.00 JUMLAH
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C.6.6.8
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 8 Ps 1.1000 m3
batu belah 15/20 cm
@
214,567.03
semen porland
@
860.00
78,260.00
0.5610 m3
pasir pasang
@
249,567.03
140,007.10
1.5000 oh
pekerja
@
45,000.00
0.6000 oh
tukang batu
@
55,000.00
0.0600 oh
kepala tukang
@
60,000.00
0.0750 oh
mandor
@
91.0000 kg
60,000.00 JUMLAH
C.6.6.9
454,290.83
1 M3 PASANG PONDASI BATU KALI, 1 Kp ; 1 Sm ; 1 Ps 1.1000 m3
batu belah 15/20 cm
@
214,567.03
236,023.73
0.2290 kg
kapur pasang
@
5,000.00
1,145.00
0.2290 m3
semen merah
@
1,600.00
366.40
0.5440 oh
pasir pasang
@
249,567.03
135,764.46
1.5000 oh
pekerja
@
45,000.00
0.6000 oh
tukang batu
@
55,000.00
0.0600 oh 0.0750 oh
kepala tukang mandor
@ @
60,000.00 60,000.00 JUMLAH
C.6.6.10
C.6.6.11
236,023.73
373,299.60
1 M3 PASANG PONDASI BATU KALI, 1 Kp ; 1 Sm ; 2 Ps 1.1000 m3
batu belah 15/20 cm
@
214,567.03
236,023.73
0.1700 kg
kapur pasang
@
5,000.00
850.00
0.1700 m3
semen merah
@
1,600.00
272.00
0.3400 oh
pasir pasang
@
249,567.03
84,852.79
1.5000 oh
pekerja
@
45,000.00
0.6000 oh
tukang batu
@
55,000.00
0.0600 oh
kepala tukang
@
60,000.00
0.0750 oh
mandor
@
60,000.00 JUMLAH
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 1/4 Kp ; 4 Ps 1.1000 m3
batu belah 15/20 cm
@
214,567.03
236,023.73
semen portland
@
860.00
134,160.00
0.0320 m3
kapur pasang
@
5,000.00
160.00
0.5480 oh
pasir pasang
@
249,567.03
136,762.73
1.5000 oh
pekerja
@
45,000.00
0.6000 oh
tukang batu
@
55,000.00
0.0600 oh
kepala tukang
@
60,000.00
0.0750 oh
mandor
@
156.0000 kg
60,000.00 JUMLAH
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507,106.46
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C.6.6.12
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 3 Kp ; 10 Ps 1.1000 m3
batu belah 15/20 cm
@
214,567.03
236,023.73
semen portland
@
860.00
52,460.00
0.1470 m3
kapur pasang
@
5,000.00
735.00
0.4920 oh
pasir pasang
@
249,567.03
122,786.98
1.5000 oh
pekerja
@
45,000.00
0.6000 oh
tukang batu
@
55,000.00
0.0600 oh
kepala tukang
@
60,000.00
0.0750 oh
mandor
@
61.0000 kg
60,000.00 JUMLAH
C.6.6.13
412,005.71
1 M3 PASANG PONDASI BATU KALI, 1/4 Pc ; 1 Kp ; 4 Ps 1.1000 m3
batu belah 15/20 cm
@
214,567.03
236,023.73
semen portland
@
860.00
35,260.00
0.1310 m3
kapur pasang
@
5,000.00
655.00
0.5230 oh
pasir pasang
@
249,567.03
130,523.56
1.5000 oh
pekerja
@
45,000.00
0.6000 oh 0.0600 oh
tukang batu kepala tukang
@ @
55,000.00 60,000.00
0.0750 oh
mandor
@
41.0000 kg
60,000.00 JUMLAH
C. 6.6.14
402,462.29
1 M3 PASANGAN BATU KOSONG (AANSTAMPING) 1.2000 m3
batu gunung
@
214,567.03
257,480.43
0.3000 m3
pasir urug
@
199,567.03
59,870.11
0.7800 oh
pekerja
@
45,000.00
0.3900 oh
tukang batu
@
55,000.00
0.0390 oh
kepala tukang
@
60,000.00
0.0390 oh
mandor
@
60,000.00 JUMLAH
C. 6.6.15
317,350.54
1 M3 PASANG PONDASI SIKLOP 40 % BATU KALI 75.0000 kg
besi beton
@
11,000.00
825,000.00
semen portland
@
860.00
173,720.00
0.3200 m3
pasir beton
@
324,567.03
103,861.45
0.4900 m3
koral beton
@
314,567.03
154,137.84
0.8000 kg
kawat beton
@
10,000.00
8,000.00
3.0000 oh
pekerja
@
45,000.00
0.8500 oh
tukang batu
@
55,000.00
0.0850 oh
kepala tukang
@
60,000.00
0.1500 oh
mandor
@
202.0000 kg
60,000.00 JUMLAH
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C. 6.6.16
1 M3 PASANG PONDASI SUMURAN DIA 100 CM 0.4500 kg
batu belah 15/20
@
214,567.03
96,555.16
semen portland
@
860.00
240,800.00
0.4500 m3
pasir beton
@
324,567.03
146,055.16
0.6700 m3
koral beton
@
314,567.03
210,759.91
2.3800 oh
pekerja
@
45,000.00
0.3000 oh
tukang batu
@
55,000.00
0.0300 oh
kepala tukang
@
60,000.00
0.0800 oh
mandor
@
280.0000 kg
60,000.00 JUMLAH
C. 6.6.17
694,170.24
PEMBUATAN TIANG PANCANG (40X40) CM, BETON BERTULANG 0.0190 m3
pasir urug darat
@
199,567.03
3,791.77
0.0940 m3
pasir beton
@
324,567.03
30,509.30
0.1500 m3
47,185.05
koral beton
@
314,567.03
60.5000 kg
semen portland
@
860.00
52,030.00
45.0000 kg
besi beton
@
11,000.00
495,000.00
0.9000 kg 0.0320 m3
kawat beton kayu kaso 5/7
@ @
10,000.00 1,037,571.94
9,000.00 33,202.30
0.1200 kg
paku
@
11,825.00
1,419.00
0.0900 lt
minyak bekisting
@
5,000.00
450.00
0.2400 kg
plamur tembok
@
28,000.00
6,720.00
1.0000 oh
pekerja
@
45,000.00
0.6700 oh
tukang batu
@
55,000.00
0.0670 oh
kepala tukang
@
60,000.00
0.0500 oh
mandor
@
60,000.00 JUMLAH
C. 6.6.18
679,307.43
PEMBUATAN TIANG PANCANG (35X35) CM, BETON BERTULANG 0.0160 m3
pasir urug darat
@
199,567.03
3,193.07
0.0800 m3 0.1250 m3
pasir beton koral beton
@ @
324,567.03 314,567.03
25,965.36 39,320.88
49.0000 kg
semen portland
@
860.00
42,140.00
34.5000 kg
besi beton
@
11,000.00
379,500.00
0.7000 kg
kawat beton
@
10,000.00
7,000.00
0.0270 m3
kayu kaso 5/7
@
1,037,571.94
28,014.44
0.1200 kg
paku
@
11,825.00
1,419.00
0.0900 lt
minyak bekisting
@
5,000.00
450.00
0.2000 kg
plamur tembok
@
28,000.00
5,600.00
0.8000 oh
pekerja
@
45,000.00
0.5000 oh
tukang batu
@
55,000.00
0.0500 oh
kepala tukang
@
60,000.00
0.0400 oh
mandor
@
60,000.00 JUMLAH
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D. PEKERJAAN DINDING
D.6.6.1
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 1 Ps 120.0000 bh
bata merah
@
550.00
66,000.00
semen portland
@
860.00
55,065.80
0.0590 m3
pasir pasang
@
249,567.03
14,724.45
0.6500 oh
pekerja
@
45,000.00
0.2000 oh
tukang batu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
64.0300 kg
60,000.00 JUMLAH
D.6.6.2
135,790.25
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 2 Ps 120.0000 bh
bata merah
@
550.00
66,000.00
semen portland
@
860.00
37,410.00
0.0800 m3
pasir pasang
@
249,567.03
19,965.36
0.6500 oh
pekerja
@
45,000.00
0.2000 oh
tukang batu
@
55,000.00
0.0200 oh 0.0300 oh
kepala tukang mandor
@ @
60,000.00 60,000.00
43.5000 kg
JUMLAH D.6.6.3
123,375.36
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 3 Ps 120.0000 bh
bata merah
@
550.00
66,000.00
semen portland
@
860.00
28,337.00
0.0910 m3
pasir pasang
@
249,567.03
22,710.60
0.6500 oh
pekerja
@
45,000.00
0.2000 oh
tukang batu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
32.9500 kg
60,000.00 JUMLAH
D.6.6.4
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 4 Ps 120.0000 bh bata merah
117,047.60
@
550.00
66,000.00
semen portland
@
860.00
22,833.00
0.0930 m3
pasir pasang
@
249,567.03
23,209.73
0.6500 oh
pekerja
@
45,000.00
0.2000 oh
tukang batu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
26.5500 kg
60,000.00 JUMLAH
D.6.6.5
112,042.73
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 5 Ps 120.0000 bh
bata merah
@
550.00
66,000.00
semen portland
@
860.00
19,092.00
0.1020 m3
pasir pasang
@
249,567.03
25,455.84
0.6500 oh
pekerja
@
45,000.00
0.2000 oh
tukang batu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
22.2000 kg
60,000.00 JUMLAH
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D.6.6.6
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 6 Ps 120.0000 bh
bata merah
@
550.00
66,000.00
semen portland
@
860.00
19,092.00
0.1020 m3
pasir pasang
@
249,567.03
25,455.84
0.6500 oh
pekerja
@
45,000.00
0.2000 oh
tukang batu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
22.2000 kg
60,000.00 JUMLAH
D.6.6.7
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 3 Kp ; 120.0000 bh
110,547.84
@
bata merah
@
550.00
semen portland
@
860.00
8,668.80
0.0925 m3
pasir pasang
@
249,567.03
23,084.95
0.0275 m3
kapur pasang
@
5,000.00
137.50
0.6500 oh
pekerja
@
45,000.00
0.2000 oh
tukang batu
@
55,000.00
0.0200 oh 0.0300 oh
kepala tukang mandor
@ @
60,000.00 60,000.00
10.0800 kg
JUMLAH D.6.6.8
97,891.25
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Pc ; 1 Ps 60.0000 bh
bata merah
@
550.00
33,000.00
27.8000 kg
semen portland
@
860.00
23,908.00
0.0280 m3
pasir pasang
@
249,567.03
6,987.88
0.3200 oh
pekerja
@
45,000.00
0.1000 oh
tukang batu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0150 oh
mandor
@
60,000.00 JUMLAH
D. 6.6.9
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 2 ps 60.0000 bh bata merah 8 x 8 x 15 cm
63,895.88
@
550.00
33,000.00
semen porland
@
860.00
16,297.00
0.0380 m3
pasir pasang
@
249,567.03
9,483.55
0.3200 oh
pekerja
@
45,000.00
0.1000 oh
tukang batu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0150 oh
mandor
@
18.9500 kg
60,000.00 JUMLAH
D. 6.6.10
66,000.00
58,780.55
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 3 ps 60.0000 bh
bata merah 8 x 8 x 15 cm
@
550.00
33,000.00
14.3700 kg
semen porland
@
860.00
12,358.20
0.0400 m3
pasir pasang
@
249,567.03
9,982.68
0.3200 oh
pekerja
@
45,000.00
0.1000 oh
tukang batu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0150 oh
mandor
@
60,000.00 JUMLAH
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D. 6.6.11
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 4 ps 60.0000 bh
bata merah 8 x 8 x 15 cm
@
550.00
11.5000 kg
semen porland
@
860.00
9,890.00
0.0430 m3
pasir pasang
@
249,567.03
10,731.38
0.3200 oh
pekerja
@
45,000.00
0.1000 oh
tukang batu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0150 oh
mandor
@
60,000.00 JUMLAH
D. 6.6.12
53,621.38
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 5 ps 60.0000 bh
bata merah 8 x 8 x 15 cm
@
550.00
9.6800 kg
semen porland
@
860.00
8,324.80
0.0450 m3
pasir pasang
@
249,567.03
11,230.52
0.3200 oh
pekerja
@
45,000.00
0.1000 oh
tukang batu
@
55,000.00
0.0100 oh 0.0150 oh
kepala tukang mandor
@ @
60,000.00 60,000.00 JUMLAH
D. 6.6.13
33,000.00
52,555.32
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 6 ps 60.0000 bh
bata merah 8 x 8 x 15 cm
@
550.00
8.3200 kg
semen porland
@
860.00
7,155.20
0.0490 m3
pasir pasang
@
249,567.03
12,228.78
0.3200 oh
pekerja
@
45,000.00
0.1000 oh
tukang batu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0150 oh
mandor
@
33,000.00
60,000.00 JUMLAH
D. 6.6.14
33,000.00
52,383.98
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 8 ps 60.0000 bh
bata merah 8 x 8 x 15 cm
@
550.00
6.5000 kg
semen porland
@
860.00
5,590.00
0.0500 m3
pasir pasang
@
249,567.03
12,478.35
0.3200 oh
pekerja
@
45,000.00
0.1000 oh
tukang batu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0150 oh
mandor
@
60,000.00 JUMLAH
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51,068.35
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D. 6.6.15
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 3 Kp ; 10 ps 60.0000 bh
bata merah 8 x 8 x 15 cm
@
550.00
4.5000 kg
semen porland
@
860.00
3,870.00
0.0500 m3
pasir pasang
@
249,567.03
12,478.35
0.0150 m3
kapur padam
@
5,000.00
0.3200 oh
pekerja
@
45,000.00
0.1000 oh
tukang batu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0150 oh
mandor
@
60,000.00 JUMLAH
D. 6.6.16
49,348.35
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 1 Sm ; 1 ps 60.0000 bh
bata merah
@
550.00
0.0180 kg
semen merah/bata merah tumbu
@
1,600.00
28.80
0.0180 m3
pasir pasang
@
249,567.03
4,492.21
0.0180 m3
kapur padam
@
5,000.00
90.00
0.3200 oh 0.1000 oh
pekerja tukang batu
@ @
45,000.00 55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0150 oh
mandor
@
37,611.01
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Kp ; 1 Sm ; 2 Ps 60.0000 bh
bata merah
@
550.00
0.0140 kg
semen merah/bata merah tumbu
@
1,600.00
22.40
0.0280 m3
pasir pasang
@
249,567.03
6,987.88
0.0140 m3
kapur padam
@
5,000.00
70.00
0.3200 oh
pekerja
@
45,000.00
0.1000 oh
tukang batu
@
55,000.00
0.0100 oh 0.0150 oh
kepala tukang mandor
@ @
60,000.00 60,000.00 JUMLAH
D. 6.6.18
33,000.00
60,000.00 JUMLAH
D. 6.6.17
33,000.00
33,000.00
40,080.28
1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.20) 12.5000 bh
Hollow block
@
6,000.00
75,000.00
13.5000 kg
semen portland
@
860.00
11,610.00
0.0480 m3
pasir pasang
@
249,567.03
11,979.22
1.9500 m3
besi beton polos
@
11,000.00
21,450.00
0.3500 oh
pekerja
@
45,000.00
0.1500 oh
tukang batu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0170 oh
mandor
@
60,000.00 JUMLAH
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D. 6.6.19
1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.15) 12.5000 bh
Hollow block
@
5,000.00
62,500.00
10.4500 kg
semen portland
@
860.00
8,987.00
0.0380 m3
pasir pasang
@
249,567.03
9,483.55
1.9500 m3
besi beton polos
@
11,000.00
21,450.00
0.3200 oh
pekerja
@
45,000.00
0.1200 oh
tukang batu
@
55,000.00
0.0120 oh
kepala tukang
@
60,000.00
0.0150 oh
mandor
@
60,000.00 JUMLAH
D. 6.6.20
102,420.55
1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.10) 12.5000 bh
Hollow block
@
3,000.00
37,500.00
7.5000 kg
semen portland
@
860.00
6,450.00
0.0270 m3
pasir pasang
@
249,567.03
6,738.31
1.9500 m3
besi beton polos
@
11,000.00
21,450.00
0.3200 oh 0.1000 oh
pekerja tukang batu
@ @
45,000.00 55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0150 oh
mandor
@
60,000.00 JUMLAH
D. 6.6.21
72,138.31
1 M2 PASANGAN DINDING CON BLOCK (HB.20) 12.5000 bh
concrete block
@
6,000.00
75,000.00
14.0500 kg
semen portland
@
860.00
12,083.00
0.0040 m3
pasir beton
@
324,567.03
1,298.27
0.0420 m3
pasir pasang
@
249,567.03
10,481.82
3.8700 kg
besi beton polos
@
11,000.00
42,570.00
0.0060 kg
paku biasa 2" - 5"
@
11,825.00
70.95
0.0010 kg 0.0300 kg
kayu terentang kawat beton
@ @
55,000.00 10,000.00
55.00 300.00
0.0050 kg
koral beton
@
314,567.03
1,572.84
0.3700 oh
pekerja
@
45,000.00
0.1570 oh
tukang batu
@
55,000.00
0.0070 oh
tukang besi
@
55,000.00
0.0164 oh
kepala tukang
@
60,000.00
0.0185 oh
mandor
@
60,000.00 JUMLAH
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D. 6.6.22
1 M2 PASANGAN DINDING CON BLOCK (HB.15) 12.5000 bh
concrete block
@
5,000.00
62,500.00
10.4600 kg
semen portland
@
860.00
8,995.60
0.0300 m3
pasir beton
@
324,567.03
9,737.01
0.0320 m3
pasir pasang
@
249,567.03
7,986.14
0.8700 kg
besi beton polos
@
11,000.00
9,570.00
0.0040 kg
paku biasa 2" - 5"
@
11,825.00
47.30
0.0010 kg
kayu terentang
@
55,000.00
55.00
0.0200 kg
kawat beton
@
10,000.00
200.00
0.0040 kg
koral beton
@
314,567.03
1,258.27
0.3400 oh
pekerja
@
45,000.00
0.1300 oh
tukang batu
@
55,000.00
0.0070 oh
tukang besi
@
55,000.00
0.0137 oh
kepala tukang
@
60,000.00
0.0170 oh
mandor
@
60,000.00 JUMLAH
D. 6.6.23
1 M2 PASANGAN DINDING CON BLOCK (HB.10) 12.5000 bh concrete block
100,349.32
@
3,000.00
37,500.00
7.2000 kg
semen portland
@
860.00
6,192.00
0.0020 m3
pasir beton
@
324,567.03
649.13
0.0210 m3
pasir pasang
@
249,567.03
5,240.91
2.5400 kg
besi beton polos
@
11,000.00
27,940.00
0.0030 kg
paku biasa 2" - 5"
@
11,825.00
35.48
0.0010 kg
kayu terentang
@
55,000.00
55.00
0.0150 kg
kawat beton
@
10,000.00
150.00
0.0030 kg
koral beton
@
314,567.03
943.70
0.3400 oh
pekerja
@
45,000.00
0.1070 oh
tukang batu
@
55,000.00
0.0070 oh 0.0114 oh
tukang besi kepala tukang
@ @
55,000.00 60,000.00
0.0170 oh
mandor
@
60,000.00 JUMLAH
D. 6.6.24
78,706.22
1 M2 PASANGAN DINDING LATAI
2.5000 bh
bondbeam 40x20x20 cm
@
-
5.1000 kg
semen portland
@
860.00
4,386.00
0.0800 m3
pasir beton
@
324,567.03
25,965.36
1.5000 kg
besi beton polos
@
11,000.00
16,500.00
0.1500 m3
koral beton
@
314,567.03
47,185.05
0.1000 oh
pekerja
@
45,000.00
0.0300 oh 0.0300 oh
tukang batu tukang besi
@ @
55,000.00 55,000.00
0.0060 oh
kepala tukang
@
60,000.00
mandor
@
0.005 oh
60,000.00 JUMLAH
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D. 6.6.25
1 M2 PASANGAN DINDING ROSTER 20 X 20
0.04
26.0000 bh
roster / terawang
@
3,000.00
78,000.00
25
12.8000 kg
semen porland
@
860.00
11,008.00
0.0350 m3
pasir pasang
@
249,567.03
8,734.85
0.3000 oh
pekerja
@
45,000.00
0.1000 oh
tukang batu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0150 oh
mandor
@
60,000.00 JUMLAH
D. 6.6.26
97,742.85
1 M2 PASANG BATA BERONGGA UKURAN ( 5x11x24 ) cm
0.04
80.0000 bh
bata berongga
@
550.00
25
23.6500 kg
semen porland
@
860.00
20,339.00
0.5700 m3
pasir pasang
@
249,567.03
142,253.21
0.3200 oh
pekerja
@
45,000.00
0.1500 oh
tukang batu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0150 oh
mandor
@
60,000.00 JUMLAH
D. 6.6.27
44,000.00
206,592.21
1 M2 PASANG DINDING ANYAMAN BAMBU RANGKA KAYU
0.04
1.5000 m2
bilik bambu
@
2,500.00
3,750.00
25
0.0140 m3
kayu
@
1,037,571.94
14,526.01
0.0120 kg
paku
@
11,825.00
141.90
0.0030 m3
list kayu 2/4
@
1,037,571.94
3,112.72
0.1000 oh
pekerja
@
45,000.00
0.0500 oh
tukang batu
@
55,000.00
0.0050 oh
kepala tukang
@
60,000.00
0.0020 oh
mandor
@
60,000.00
21,530.62 D. 6.6.28
1 M2 PASANG DINDING PEMISAH PLYW OOD RANGKAP RANGKA KAYU MERANTI 0.0195 m3
balok kayu meranti
@
1,037,571.94
20,232.65
0.0070 m3
papan kayu meranti
@
1,187,571.94
8,313.00
0.1000 kg
paku biasa 2' - 5'
@
11,825.00
1,182.50
1.0000 lbr
plywood 4 mm
@
61,500.00
61,500.00
0.2000 oh
pekerja
@
45,000.00
0.6000 oh
tukang kayu
@
55,000.00
0.0600 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
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91,228.16
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SNI LENGKAP 2006 - slide pdf.c om
E. PEKERJAAN PLESTERAN
E. 6.6.1
1 M2 PLESTERAN 1 pc ; 1 ps, TEBAL 15 MM 12.9200 kg
semen portland
@
860.00
11,111.20
0.0130 m3
pasir pasang
@
249,567.03
3,244.37
0.2000 oh
pekerja
@
45,000.00
0.1500 oh
tukang batu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00
14,355.57 E. 6.6.2
1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 15 MM 8.5200 kg
semen portland
@
860.00
7,327.20
0.0170 m3
pasir pasang
@
249,567.03
4,242.64
0.2000 oh
pekerja
@
45,000.00
0.1500 oh
tukang batu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.3
1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 15 MM 6.4800 kg semen portland
11,569.84
@
860.00
5,572.80
0.0190 m3
pasir pasang
@
249,567.03
4,741.77
0.2000 oh
pekerja
@
45,000.00
0.1500 oh
tukang batu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.4
10,314.57
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 15 MM 5.2000 kg
semen portland
@
860.00
4,472.00
0.0200 m3
pasir pasang
@
249,567.03
4,991.34
0.2000 oh
pekerja
@
45,000.00
0.1500 oh 0.0150 oh
tukang batu kepala tukang
@ @
55,000.00 60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.5
9,463.34
1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 15 MM 4.3200 kg
semen portland
@
860.00
3,715.20
0.0220 m3
pasir pasang putih
@
249,567.03
5,490.47
0.2000 oh
pekerja
@
45,000.00
0.1500 oh
tukang batu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
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9,205.67
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E. 6.6.6
1 M2 PLESTERAN 1 pc ; 6 ps, TEBAL 15 MM 3.6800 kg
semen portland
@
860.00
3,164.80
0.0230 m3
pasir pasang putih
@
249,567.03
5,740.04
0.2000 oh
pekerja
@
45,000.00
0.1500 oh
tukang batu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.7
8,904.84
1 M2 PLESTERAN 1 pc ; 8 ps, TEBAL 15 MM 2.8800 kg
semen portland
@
860.00
2,476.80
0.0240 m3
pasir pasang
@
249,567.03
5,989.61
0.2000 oh
pekerja
@
45,000.00
0.1500 oh
tukang batu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.8
1 M2 PLESTERAN 1 pc ; 0,5 Kp ; 3 Ps, TEBAL 15 MM 5.7600 kg semen portland
8,466.41
@
860.00
0.0030 m3
Kapur padam
@
5,000.00
15.00
0.0130 m3
pasir pasang
@
249,567.03
3,244.37
0.2000 oh
pekerja
@
45,000.00
0.1500 oh
tukang batu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.9
8,212.97
1 M2 PLESTERAN 1 pc ; 3 Kp ; 10 Ps, TEBAL 15 MM 1.8400 kg
semen portland
@
860.00
1,582.40
0.0060 m3
Kapur padam
@
5,000.00
30.00
0.0140 m3 0.2000 oh
pasir pasang pekerja
@ @
249,567.03 45,000.00
3,493.94
0.1500 oh
tukang batu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.10
4,953.60
5,106.34
1 M2 PLESTERAN 0,5 pc ; 1 Kp ; 4 Ps, TEBAL 15 MM 3.0000 kg
semen portland
@
860.00
0.0050 m3
Kapur padam
@
5,000.00
25.00
0.0190 m3
pasir pasang
@
249,567.03
4,741.77
0.2000 oh
pekerja
@
45,000.00
0.1500 oh
tukang batu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
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2,580.00
7,346.77
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E. 6.6.11
1 M2 PLESTERAN 1 Kp ; 1 Sm ; 1 Ps, TEBAL 15 MM 0.0090 kg
semen merah
@
860.00
7.74
0.0090 m3
Kapur padam
@
5,000.00
45.00
0.0090 m3
pasir pasang
@
249,567.03
2,246.10
0.2000 oh
pekerja
@
45,000.00
0.1500 oh
tukang batu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.12
2,298.84
1 M2 PLESTERAN 1 Kp ; 1 Sm ; 2 Ps, TEBAL 15 MM 0.0070 kg
semen merah
@
860.00
6.02
0.0070 m3
Kapur padam
@
5,000.00
35.00
0.0150 m3
pasir pasang
@
249,567.03
3,743.51
0.2000 oh
pekerja
@
45,000.00
0.1500 oh
tukang batu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.13
3,784.53
1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 20 MM 14.2800 kg
semen portland
@
860.00
12,280.80
0.0230 m3
pasir pasang
@
249,567.03
5,740.04
0.2500 oh
pekerja
@
45,000.00
0.2000 oh
tukang batu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0125 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.14
18,020.84
1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 20 MM 10.8000 kg
semen portland
@
860.00
9,288.00
0.0260 m3 0.2500 oh
pasir pasang pekerja
@ @
249,567.03 45,000.00
6,488.74
0.2000 oh
tukang batu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0125 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.15
15,776.74
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 20 MM
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
8.6800 kg
semen portland
@
860.00
7,464.80
0.0280 m3
pasir pasang
@
249,567.03
6,987.88
0.2500 oh
pekerja
@
45,000.00
0.2000 oh
tukang batu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0125 oh
mandor
@
60,000.00 JUMLAH
14,452.68
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E. 6.6.16
1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 20 MM 7.2900 kg
semen portland
@
860.00
6,269.40
0.0280 m3
pasir pasang
@
249,567.03
6,987.88
0.2500 oh
pekerja
@
45,000.00
0.2000 oh
tukang batu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0125 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.17
13,257.28
1 M2 PLESTERAN 1 pc ; 6 ps, TEBAL 20 MM 6.2400 kg
semen portland
@
860.00
5,366.40
0.0300 m3
pasir pasang putih
@
249,567.03
7,487.01
0.2500 oh
pekerja
@
45,000.00
0.2000 oh
tukang batu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0125 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.18
1 M2 PLESTERAN 1 Kp ; 1 Sm ; 2 Ps, TEBAL 20 MM 0.0090 kg semen merah
12,853.41
@
860.00
7.74
0.0090 m3
Kapur padam
@
5,000.00
45.00
0.0180 m3
pasir pasang
@
249,567.03
4,492.21
0.2500 oh
pekerja
@
45,000.00
0.2000 oh
tukang batu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0125 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.19
4,544.95
1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 25 MM 15.5000 kg
semen portland
@
860.00
13,330.00
0.0130 m3
pasir pasang
@
249,567.03
3,244.37
0.3000 oh 0.2000 oh
pekerja tukang batu
@ @
45,000.00 55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0130 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.20
16,574.37
1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 25 MM 11.7500 kg
semen portland
@
860.00
10,105.00
0.0350 m3
pasir pasang
@
249,567.03
8,734.85
0.3000 oh
pekerja
@
45,000.00
0.2000 oh
tukang batu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0130 oh
mandor
@
60,000.00 JUMLAH
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E. 6.6.21
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 25 MM 9.4800 kg
semen portland
@
860.00
8,152.80
0.0380 m3
pasir pasang
@
249,567.03
9,483.55
0.3000 oh
pekerja
@
45,000.00
0.2000 oh
tukang batu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0130 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.22
17,636.35
1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 25 MM 7.9400 kg
semen portland
@
860.00
6,828.40
0.0390 m3
pasir pasang
@
249,567.03
9,733.11
0.3000 oh
pekerja
@
45,000.00
0.2000 oh
tukang batu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0130 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.23
1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 30 MM 18.6500 kg semen portland
16,561.51
@
860.00
16,039.00
0.0350 m3
pasir pasang
@
249,567.03
8,734.85
0.3200 oh
pekerja
@
45,000.00
0.2500 oh
tukang batu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0150 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.24
24,773.85
1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 30 MM 14.1500 kg
semen portland
@
860.00
12,169.00
0.0390 m3
pasir pasang
@
249,567.03
9,733.11
0.3200 oh
pekerja
@
45,000.00
0.2500 oh 0.0250 oh
tukang batu kepala tukang
@ @
55,000.00 60,000.00
0.0150 oh
mandor
@
60,000.00
21,902.11 E. 6.6.25
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 30 MM 11.3800 kg
semen portland
@
860.00
9,786.80
0.0420 m3
pasir pasang
@
249,567.03
10,481.82
0.3200 oh
pekerja
@
45,000.00
0.2500 oh
tukang batu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0150 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
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E. 6.6.26
1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 30 MM 8.1900 kg
semen portland
@
860.00
7,043.40
0.0450 m3
pasir pasang
@
249,567.03
11,230.52
0.3200 oh
pekerja
@
45,000.00
0.2500 oh
tukang batu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0150 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.27
18,273.92
1 M2 BERAPEN 1 pc ; 3 ps, TEBAL 30 MM 7.0700 kg
semen portland
@
860.00
6,080.20
0.0210 m3
pasir pasang
@
249,567.03
5,240.91
0.1500 oh
pekerja
@
45,000.00
0.0700 oh
tukang batu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0080 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.28
1 M2 BERAPEN 1 pc ; 5 ps, TEBAL 15 MM 5.6700 kg semen portland
11,321.11
@
860.00
4,876.20
0.0230 m3
pasir pasang
@
249,567.03
5,740.04
0.1500 oh
pekerja
@
45,000.00
0.0700 oh
tukang batu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0080 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.29
10,616.24
1 M2 PLESTERAN BETON 1 pc ; 2 ps, TEBAL 15 MM 9.3000 kg
semen portland
@
860.00
7,998.00
0.0180 m3
pasir pasang
@
249,567.03
4,492.21
0.0260 oh
pekerja
@
45,000.00
0.2000 oh 0.0200 oh
tukang batu kepala tukang
@ @
55,000.00 60,000.00
0.0130 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.30
12,490.21
1 M2 PLESTERAN BETON 1 pc ; 3 ps, TEBAL 15 MM 7.0700 kg
semen portland
@
860.00
6,080.20
0.0210 m3
pasir pasang
@
249,567.03
5,240.91
0.0260 oh
pekerja
@
45,000.00
0.2000 oh
tukang batu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0130 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
11,321.11
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E. 6.6.31
1 M2 PLESTERAN SKONING 1 pc ; 2ps 0.5000 kg
semen portland
@
860.00
430.00
0.0020 m3
pasir pasang
@
249,567.03
499.13
0.0570 oh
pekerja
@
45,000.00
0.0380 oh
tukang batu
@
55,000.00
0.0380 oh
kepala tukang
@
60,000.00
0.0020 oh
mandor
@
60,000.00 JUMLAH
E. 6.6.32
929.13
1 M2 PLESTERAN GRANITO 1 pc WARNA ; 2 GRANITO, TEBAL 10 MM 0.1440 kg
1,600.00
230.40
Batu Granito
10,000.00
150,000.00
0.0500 oh
pekerja
45,000.00
0.0200 oh
tukang batu
55,000.00
0.0020 oh
kepala tukang
60,000.00
0.0050 oh
mandor
15.0000 kg
Pc Warna
60,000.00 JUMLAH
E. 6.6.33
1 M2 PLESTERAN TERASO 1 pc WARNA ; 2 BATU TERASO, TEBAL 10 MM 0.4400 kg Pc Warna 11.5000 kg
Batu teraso
150,230.40
1,600.00
704.00
7,500.00
86,250.00
0.4500 oh
pekerja
45,000.00
0.2000 oh
tukang batu
55,000.00
0.0200 oh
kepala tukang
60,000.00
0.0250 oh
mandor
60,000.00 JUMLAH
E. 6.6.34
86,954.00
1 M2 PLESTERAN CIPRAT 1 pc ; 2ps 4.3200 kg
semen portland
0.0160 m3
pasir pasang
860.00
3,715.20
249,567.03
0.2500 oh
pekerja
45,000.00
3,993.07
0.1000 oh 0.0100 oh
tukang batu kepala tukang
55,000.00 60,000.00
0.0150 oh
mandor
60,000.00 JUMLAH
E. 6.6.35
7,708.27
1 M2 PLESTERAN SIAR ADUKAN 1 pc ; 2ps 4.3200 kg
semen portland
0.0160 m3
pasir pasang
860.00
3,715.20
249,567.03
0.0150 oh
pekerja
45,000.00
3,993.07
0.0700 oh
tukang batu
55,000.00
0.0070 oh
kepala tukang
60,000.00
0.0080 oh
mandor
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
7,708.27
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E. 6.6.36
1 M2 PLESTERAN WATERPROOF BATACOTE 3 LAPIS 0.5000 kg
semen portland
2.9000 kg
Batacote
860.00
430.00
1,500.00
4,350.00
0.0060 m3
pasir pasang
0.3000 oh
pekerja
249,567.03 45,000.00
1,497.40
0.2000 oh
tukang batu
55,000.00
0.0200 oh
kepala tukang
60,000.00
0.0150 oh
mandor
60,000.00 JUMLAH
6,277.40
F. PEKERJAAN KAYU
F.6.6.1
1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU JATI 1.1000 m3
kayu jati, balok
@
5,000,000.00
6.0000 oh
pekerja
@
45,000.00
20.0000 oh
tukang kayu
@
55,000.00
2.0000 oh
kepala tukang
@
60,000.00
0.3000 oh
mandor
@
60,000.00 JUMLAH
F.6.6.2
5,500,000.00
1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU BENGKIRAI 1.2000 m3
kayu bengkirai, balok
@
1,937,571.94
6.0000 oh
pekerja
@
45,000.00
18.0000 oh
tukang kayu
@
55,000.00
2.0000 oh
kepala tukang
@
60,000.00
0.3000 oh
mandor
@
2,325,086.33
1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU ULIN 1.2000 m3
kayu ulin, balok
@
1,537,571.94
6.0000 oh
pekerja
@
45,000.00
tukang kayu
@
55,000.00
kepala tukang mandor
@ @
60,000.00 60,000.00
18.0000 oh 2.0000 oh 0.3000 oh
JUMLAH F.6.6.4
1,845,086.33
1,845,086.33
1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU MERANTI MERAH 1.2000 m3
kayu meranti, balok
@
1,037,571.94
6.0000 oh
pekerja
@
45,000.00
18.0000 oh
tukang kayu
@
55,000.00
2.0000 oh
kepala tukang
@
60,000.00
0.3000 oh
mandor
@
1,245,086.33
60,000.00 JUMLAH
F.6.6.5
2,325,086.33
60,000.00 JUMLAH
F.6.6.3
5,500,000.00
1,245,086.33
1 M2 PASANG PINTU KLAMP KAYU BENGKIRAI 0.0360 m3
Kayu bengkirai, papan
@
2,137,571.94
76,952.59
0.0500 kg
Paku Biasa 2" - 5"
@
11,825.00
591.2500
0.3500 oh
pekerja
@
45,000.00
1.0500 oh
tukang kayu
@
55,000.00
0.1050 oh
kepala tukang
@
60,000.00
0.0180 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
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SNI LENGKAP 2006 - slide pdf.c om
F.6.6.6
1 M2 PASANG PINTU KLAMP KAYU ULIN 0.0360 m3
Kayu ulin, papan
@
1,737,571.94
0.0500 kg
Paku ulin
@
13,750.00
0.3500 oh
pekerja
@
45,000.00
1.0500 oh
tukang kayu
@
55,000.00
0.1050 oh
kepala tukang
@
60,000.00
0.0180 oh
mandor
@
687.5
60,000.00 JUMLAH
F.6.6.7
63,240.09
1 M2 PASANG PINTU PANEL KAYU JATI 0.0400 m3
Kayu Jati, papan
@
7,000,000.00
1.0000 oh
pekerja
@
45,000.00
2.5000 oh
tukang kayu
@
55,000.00
0.2500 oh
kepala tukang
@
60,000.00
0.0500 oh
mandor
@
280,000.00
1 M2 PASANG PINTU PANEL KAYU BENGKIRAI 0.0400 m3 1.0000 oh
Kayu bengkirai, papan pekerja
@ @
2,137,571.94 45,000.00
2.5000 oh
tukang kayu
@
55,000.00
0.2500 oh
kepala tukang
@
60,000.00
0.0500 oh
mandor
@
F.6.6.10
85,502.88
1 M2 PASANG PINTU DAN JENDELA KACA KAYU JATI 0.0350 m3
Kayu Jati, papan
@
7,000,000.00
0.8000 oh
pekerja
@
45,000.00
2.0000 oh
tukang kayu
@
55,000.00
0.2000 oh
kepala tukang
@
60,000.00
0.0400 oh
mandor
@
60,000.00
JUMLAH
1 M2 PASANG PINTU DAN JENDELA KACA KAYU BENGKIRAI 0.0350 m3
Kayu Bengkirai, papan
@
2,137,571.94
0.8000 oh
pekerja
@
45,000.00
2.0000 oh
tukang kayu
@
55,000.00
0.2000 oh
kepala tukang
@
60,000.00
0.0400 oh
mandor
@
245,000.00
245,000.00
74,815.02
60,000.00 JUMLAH
F.6.6.11
85,502.88
60,000.00 JUMLAH
F.6.6.9
280,000.00
60,000.00 JUMLAH
F.6.6.8
62,552.59
74,815.02
1 M2 PASANG PINTU DAN JENDELA KACA KAYU ULIN 0.0350 m3
Kayu Ulin, papan
@
1,737,571.94
0.8000 oh
pekerja
@
45,000.00
2.0000 oh
tukang kayu
@
55,000.00
0.2000 oh
kepala tukang
@
60,000.00
0.0400 oh
mandor
@
60,815.02
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
60,815.02
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SNI LENGKAP 2006 - slide pdf.c om
F.6.6.12
1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU JATI 0.0640 m3
Kayu Jati, papan
@
7,000,000.00
1.0000 oh
pekerja
@
45,000.00
3.0000 oh
tukang kayu
@
55,000.00
0.3000 oh
kepala tukang
@
60,000.00
0.3000 oh
mandor
@
60,000.00 JUMLAH
F.6.6.13
448,000.00
1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU BENGKIRAI 0.0640 m3
Kayu bengkirai, papan
@
2,137,571.94
1.0000 oh
pekerja
@
45,000.00
3.0000 oh
tukang kayu
@
55,000.00
0.3000 oh
kepala tukang
@
60,000.00
0.0250 oh
mandor
@
136,804.60
1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU JATI 0.0196 m3
Kayu jati, papan
@
7,000,000.00
137,200.00
0.0300 Kg 0.3000 ltr
paku biasa 1/2" - 1" lem kayu
@ @
11,825.00 9,500.00
354.75 2,850.00
1.0000 lbr
plywood 4' x 3' x 4 mm
@
61,500.00
61,500.00
0.6000 oh
pekerja
@
45,000.00
2.0000 oh
tukang kayu
@
55,000.00
0.2000 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
60,000.00 JUMLAH
F.6.6.15
201,904.75
1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU BENGKIRAI 0.0196 m3
Kayu bangkirai, papan
@
2,137,571.94
0.0300 Kg
paku biasa 1/2" - 1"
@
11,825.00
354.75
0.3000 ltr
lem kayu
@
9,500.00
2,850.00
1.0000 lbr 0.6000 oh
plywood 4' x 3' x 4 mm pekerja
@ @
61,500.00 45,000.00
61,500.00
2.0000 oh
tukang kayu
@
55,000.00
0.2000 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
41,896.41
60,000.00 JUMLAH
F.6.6.16
136,804.60
60,000.00 JUMLAH
F.6.6.14
448,000.00
106,601.16
1 M2 PASANG JALUSI MATI KUSEN KAYU JATI 0.0600 m3
Kayu jati, papan
@
7,000,000.00
420,000.00
0.1500 Kg
paku biasa 1/2" - 1"
@
11,825.00
1,773.75
0.5000 oh
pekerja
@
45,000.00
2.0000 oh
tukang kayu
@
55,000.00
0.2000 oh
kepala tukang
@
60,000.00
0.0250 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
421,773.75
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SNI LENGKAP 2006 - slide pdf.c om
F.6.6.17
1 M2 PASANG JALUSI MATI KUSEN KAYU BENGKIRAI 0.0600 m3
Kayu bengkirai, papan
@
2,137,571.94
128,254.32
0.1500 Kg
paku biasa 1/2" - 1"
@
11,825.00
1,773.75
0.5000 oh
pekerja
@
45,000.00
2.0000 oh
tukang kayu
@
55,000.00
0.2000 oh
kepala tukang
@
60,000.00
0.0250 oh
mandor
@
60,000.00 JUMLAH
F.6.6.18
F.6.6.19
130,028.07
1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU ULIN 0.0196 m3
Kayu ulin, papan
@
1,737,571.94
0.0300 Kg
paku ulin
@
13,750.00
412.50
0.3000 ltr
lem kayu
@
9,500.00
2,850.00
1.0000 lbr
plywood 4' x 3' x 4 mm
@
61,500.00
61,500.00
0.6000 oh
pekerja
@
45,000.00
2.0000 oh
tukang kayu
@
55,000.00
0.2000 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
60,000.00 JUMLAH
98,818.91
1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKAP KAYU JATI 0.0196 m3
Kayu jati, papan
@
7,000,000.00
137,200.00
0.3000 Kg
paku biasa 1/2" - 1"
@
11,825.00
3,547.50
0.3000 ltr
lem kayu
@
9,500.00
2,850.00
1.0000 lbr
teakwood 4 mm
@
113,500.00
113,500.00
0.6000 oh
pekerja
@
45,000.00
2.0000 oh
tukang kayu
@
55,000.00
0.2000 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
60,000.00 JUMLAH
F.6.6.20
34,056.41
1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKAP KAYU BENGKIRAI 0.0196 m3 kayu Bengkirai, papan @
2,137,571.94
0.0300 Kg
paku biasa 1/2" - 1"
@
11,825.00
354.75
0.3000 ltr
lem kayu
@
9,500.00
2,850.00
1.0000 lbr
teakwood 4 mm
@
113,500.00
113,500.00
0.6000 oh
pekerja
@
45,000.00
2.0000 oh
tukang kayu
@
55,000.00
0.2000 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
41,896.41
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
257,097.50
158,601.16
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SNI LENGKAP 2006 - slide pdf.c om
F.6.6.21
1 M2 PASANG PINTU PLYWOOD & FORMIKA, RANGKA KAYU JATI 0.0196 m3
kayu jati, papan
@
7,000,000.00
0.0300 Kg
paku biasa 1/2" - 1"
@
11,825.00
354.75
0.8000 ltr
lem kayu
@
9,500.00
7,600.00
1.0000 lbr
plywood 4' x 3' x 4 mm
@
61,500.00
61,500.00
0.5000 lbr
Formika
@
75,000.00
37,500.00
0.8000 oh
pekerja
@
45,000.00
2.0000 oh
tukang kayu
@
55,000.00
0.2500 oh
kepala tukang
@
60,000.00
0.0400 oh
mandor
@
60,000.00 JUMLAH
F.6.6.22
244,154.75
1 M2 PASANG PINTU PLYWOOD & FORMIKA, RANGKA KAYU BENGKIRAI 0.0196 m3
kayu bengkirai, papan
@
2,137,571.94
0.0300 Kg
paku biasa 1/2" - 1"
@
11,825.00
354.75
0.8000 ltr
lem kayu
@
9,500.00
7,600.00
1.0000 lbr
plywood 4' x 3' x 4 mm
@
61,500.00
61,500.00
0.5000 lbr 0.8000 oh
Formika pekerja
@ @
75,000.00 45,000.00
37,500.00
2.0000 oh
tukang kayu
@
55,000.00
0.2500 oh
kepala tukang
@
60,000.00
0.0400 oh
mandor
148,851.16
1 M2 PASANG PINTU TEAKWOOD & FORMIKA RANGKA KAYU JATI 0.0196 m3
kayu jati, papan
@
7,000,000.00
0.0300 Kg
paku biasa 1/2" - 1"
@
11,825.00
354.75
0.8000 ltr
lem kayu
@
9,500.00
7,600.00
0.5000 lbr
teakwood 4' x 8' x 4 mm
@
113,500.00
56,750.00
0.5000 lbr
Formika 4' x 3'
@
75,000.00
37,500.00
0.8000 oh 2.0000 oh
pekerja tukang kayu
@ @
45,000.00 55,000.00
0.2500 oh
kepala tukang
@
60,000.00
0.0400 oh
mandor
@
137,200.00
60,000.00 JUMLAH
F.6.6.24
41,896.41
60,000.00 JUMLAH
F.6.6.23
137,200.00
239,404.75
1 M2 PASANG PINTU TEAKWOOD & FORMIKA, RANGKA KAYU BENGKIRAI 0.0196 m3
kayu bengkirai, papan
@
2,137,571.94
0.0300 Kg
paku biasa 1/2" - 1"
@
11,825.00
354.75
0.8000 ltr
lem kayu
@
9,500.00
7,600.00
0.5000 lbr
teakwood 4' x 8' x 4 mm
@
113,500.00
56,750.00
0.5000 ltr
vernis
@
8,500.00
4,250.00
0.5000 lbr
Formika 4' x 8'
@
75,000.00
37,500.00
0.8000 oh
pekerja
@
45,000.00
2.0000 oh
tukang kayu
@
55,000.00
0.2500 oh
kepala tukang
@
60,000.00
0.0400 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
41,896.41
148,351.16
45/160
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SNI LENGKAP 2006 - slide pdf.c om
F.6.6.25
1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU JATI 0.0196 m3
kayu jati, papan
@
7,000,000.00
0.0300 Kg
paku biasa 1/2" - 1"
@
11,825.00
354.75
1.2000 ltr
lem kayu
@
9,500.00
11,400.00
1.0000 lbr
plywood 4' x 8' x 4 mm
@
61,500.00
61,500.00
1.0000 lbr
Formika 4' x 8'
@
75,000.00
75,000.00
1.0000 oh
pekerja
@
45,000.00
2.6000 oh
tukang kayu
@
55,000.00
0.2600 oh
kepala tukang
@
60,000.00
0.0500 oh
mandor
@
60,000.00 JUMLAH
F.6.6.26
285,454.75
1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU BENGKIRAI 0.0196 m3
kayu bengkirai, papan
@
2,137,571.94
0.0300 Kg
paku biasa 1/2" - 1"
@
11,825.00
354.75
1.2000 ltr
lem kayu
@
9,500.00
11,400.00
1.0000 lbr
plywood 4' x 8' x 4 mm
@
61,500.00
61,500.00
1.0000 lbr 1.0000 oh
Formika 4' x 8' pekerja
@ @
75,000.00 45,000.00
75,000.00
2.6000 oh
tukang kayu
@
55,000.00
0.2600 oh
kepala tukang
@
60,000.00
0.0500 oh
mandor
190,151.16
1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU JATI 1.1000 m3
kayu jati, balok
@
5,000,000.00
5,500,000.00
besi strip
@
18,000.00
270,000.00
0.8000 Kg
Paku Biasa 2" - 5"
@
11,825.00
9,460.00
4.0000 oh
pekerja
@
45,000.00
tukang kayu
@
55,000.00
kepala tukang mandor
@ @
60,000.00 60,000.00
15.0000 Kg
12.0000 oh 1.2000 oh 0.2000 oh
JUMLAH F.6.6.28
41,896.41
60,000.00 JUMLAH
F.6.6.27
137,200.00
5,779,460.00
1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU BENGKIRAI 1.1000 m3
kayu bengkirai, balok
@
1,937,571.94
2,131,329.13
besi strip
@
18,000.00
270,000.00
0.8000 Kg
Paku Biasa 2" - 5"
@
11,825.00
9,460.00
4.0000 oh
pekerja
@
45,000.00
15.0000 Kg
12.0000 oh
tukang kayu
@
55,000.00
1.2000 oh
kepala tukang
@
60,000.00
0.2000 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
2,410,789.13
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SNI LENGKAP 2006 - slide pdf.c om
F.6.6.29
1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU ULIN kayu ulin, balok
@
1,537,571.94
1,691,329.13
15.0000 Kg
1.1000 m3
besi strip
@
18,000.00
270,000.00
0.8000 Kg
Paku ulin
@
13,750.00
11,000.00
4.0000 oh
pekerja
@
45,000.00
12.0000 oh
tukang kayu
@
55,000.00
1.2000 oh
kepala tukang
@
60,000.00
0.2000 oh
mandor
@
60,000.00 JUMLAH
F.6.6.30
1.1000 m3
kayu meranti, balok
@
1,037,571.94
1,141,329.13
besi strip
@
18,000.00
270,000.00
0.8000 Kg
Paku Biasa 2" - 5"
@
11,825.00
9,460.00
4.0000 oh
pekerja
@
45,000.00
15.0000 Kg
12.0000 oh
F.6.6.31
1,972,329.13
1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU MERANTI
tukang kayu
@
55,000.00
1.2000 oh
kepala tukang
@
60,000.00
0.2000 oh
mandor
@
60,000.00 JUMLAH
1,420,789.13
1M2 PASANG KASO + RENG GENTENG KODOK KAYU BENGKIRAI 0.0120 m3
kayu bengkirai, balok
@
1,937,571.94
23,250.86
0.1500 Kg
Paku Biasa 2" - 5"
@
11,825.00
1,773.75
0.1000 oh
pekerja
@
45,000.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0050 oh
mandor
@
60,000.00 JUMLAH
F.6.6.32
25,024.61
1M2 PASANG KASO + RENG GENTENG KODOK KAYU ULIN 0.0120 m3
kayu ulin, balok
@
1,537,571.94
18,450.86
0.1500 Kg 0.1000 oh
Paku ulin pekerja
@ @
13,750.00 45,000.00
2,062.50
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0050 oh
mandor
@
60,000.00 JUMLAH
F.6.6.33
20,513.36
1M2 PASANG KASO + RENG GENTENG MONIER KAYU JATI 0.0140 m3
kayu jati, balok
@
5,000,000.00
70,000.00
0.1500 Kg
Paku Biasa 2" - 5"
@
11,825.00
1,773.75
0.1000 oh
pekerja
@
45,000.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0050 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
71,773.75
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SNI LENGKAP 2006 - slide pdf.c om
F.6.6.34
1M2 PASANG KASO + RENG GENTENG MONIER KAYU BENGKIRAI 0.0140 m3
kayu bengkirai, balok
@
1,937,571.94
27,126.01
0.1500 Kg
Paku Biasa 2" - 5"
@
11,825.00
1,773.75
0.1000 oh
pekerja
@
45,000.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0050 oh
mandor
@
60,000.00 JUMLAH
F.6.6.35
28,899.76
1M2 PASANG KASO + RENG GENTENG BETON KAYU BENGKIRAI 0.0140 m3
kayu bengkirai, balok
@
1,937,571.94
27,126.01
0.1500 Kg
Paku Biasa 2" - 5"
@
11,825.00
1,773.75
0.1000 oh
pekerja
@
45,000.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0050 oh
mandor
@
60,000.00 JUMLAH
F.6.6.36
1M2 PASANG KASO + RENG ATAP SIRAP KAYU BENGKIRAI 0.1650 m3 kayu bengkirai, balok
28,899.76
@
1,937,571.94
319,699.37
0.2000 Kg
Paku Biasa 2" - 5"
@
11,825.00
2,365.00
0.1200 oh
pekerja
@
45,000.00
0.1200 oh
tukang kayu
@
55,000.00
0.0120 oh
kepala tukang
@
60,000.00
0.0060 oh
mandor
@
60,000.00 JUMLAH
F.6.6.37
322,064.37
1M2 PASANG KASO + RENG ATAP SIRAP KAYU ULIN 0.1650 m3
kayu ulin, balok
@
1,537,571.94
253,699.37
0.2000 Kg
Paku ulin
@
13,750.00
2,750.00
0.1200 oh
pekerja
@
45,000.00
0.1200 oh 0.0120 oh
tukang kayu kepala tukang
@ @
55,000.00 60,000.00
0.0060 oh
mandor
@
60,000.00 JUMLAH
F.6.6.38
256,449.37
1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU JATI 0.0120 m3
kayu jati, balok
@
5,000,000.00
60,000.00
0.1000 Kg
Paku Biasa 2" - 5"
@
11,825.00
1,182.50
0.1500 oh
pekerja
@
45,000.00
0.2500 oh
tukang kayu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0750 oh
mandor
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
61,182.50
48/160
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SNI LENGKAP 2006 - slide pdf.c om
F.6.6.39
1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU BENGKIRAI 0.0120 m3
kayu bengkirai, balok
@
1,937,571.94
23,250.86
0.1000 Kg
Paku Biasa 2" - 5"
@
11,825.00
1,182.50
0.1500 oh
pekerja
@
45,000.00
0.2500 oh
tukang kayu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0750 oh
mandor
@
60,000.00 JUMLAH
F.6.6.40
24,433.36
1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU ULIN 0.0120 m3
kayu ulin, balok
@
1,537,571.94
18,450.86
0.1000 Kg
Paku ulin
@
13,750.00
1,375.00
0.1500 oh
pekerja
@
45,000.00
0.2500 oh
tukang kayu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0750 oh
mandor
@
60,000.00 JUMLAH
F.6.6.41
1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU JATI 0.0230 m3 Kayu jati, balok
19,825.86
@
5,000,000.00
115,000.00
0.1500 Kg
Paku Biasa 2" - 5"
@
11,825.00
1,773.75
0.2000 oh
pekerja
@
45,000.00
0.3000 oh
tukang kayu
@
55,000.00
0.0300 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
F.6.6.42
116,773.75
1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU BENGKIRAI 0.0230 m3
kayu bengkirai, balok
@
1,937,571.94
44,564.15
0.1500 Kg
Paku Biasa 2" - 5"
@
11,825.00
1,773.75
0.2000 oh
pekerja
@
45,000.00
0.3000 oh 0.0300 oh
tukang kayu kepala tukang
@ @
55,000.00 60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
F.6.6.43
46,337.90
1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU MERANTI 0.0230 m3
kayu meranti, balok
@
1,037,571.94
23,864.15
0.1500 Kg
Paku Biasa 2" - 5"
@
11,825.00
1,773.75
0.2000 oh
pekerja
@
45,000.00
0.3000 oh
tukang kayu
@
55,000.00
0.0300 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
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F.6.6.44
1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU JATI 0.0270 m3
kayu jati, balok
@
5,000,000.00
135,000.00
0.2000 Kg
Paku Biasa 2" - 5"
@
11,825.00
2,365.00
0.2500 oh
pekerja
@
45,000.00
0.3500 oh
tukang kayu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0125 oh
mandor
@
60,000.00 JUMLAH
F.6.6.45
137,365.00
1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU BENGKIRAI 0.0270 m3
kayu bengkirai, balok
@
1,937,571.94
52,314.44
0.2000 Kg
Paku Biasa 2" - 5"
@
11,825.00
2,365.00
0.2500 oh
pekerja
@
45,000.00
0.3500 oh
tukang kayu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0125 oh
mandor
@
60,000.00 JUMLAH
F.6.6.46
1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU MERANTI 0.0270 m3 kayu meranti, balok @
54,679.44
1,037,571.94
28,014.44
0.2000 Kg
Paku Biasa 2" - 5"
@
11,825.00
2,365.00
0.2500 oh
pekerja
@
45,000.00
0.3500 oh
tukang kayu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0125 oh
mandor
@
60,000.00 JUMLAH
F.6.6.47
30,379.44
1M' PASANG LISPLANG UKURAN (3X20) CM, KAYU JATI 0.0072 m3
kayu jati, papan
@
7,000,000.00
50,400.00
0.0500 Kg
Paku Biasa 2" - 5"
@
11,825.00
591.25
0.1000 oh
pekerja
@
45,000.00
0.2000 oh 0.0250 oh
tukang kayu kepala tukang
@ @
55,000.00 60,000.00
0.0050 oh
mandor
@
60,000.00 JUMLAH
F.6.6.48
50,991.25
1M' PASANG LISPLANG UKURAN (3X20) CM, KAYU BENGKIRAI 0.0072 m3
kayu bengkirai, papan
@
2,137,571.94
15,390.52
0.0500 Kg
Paku Biasa 2" - 5"
@
11,825.00
591.25
0.1000 oh
pekerja
@
45,000.00
0.2000 oh
tukang kayu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0050 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
15,981.77
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F.6.6.49
1M' PASANG LISPLANG UKURAN (3X30) CM, KAYU JATI 0.0110 m3
kayu jati, papan
@
7,000,000.00
77,000.00
0.0500 Kg
Paku Biasa 2" - 5"
@
11,825.00
591.25
0.1100 oh
pekerja
@
45,000.00
0.2200 oh
tukang kayu
@
55,000.00
0.0220 oh
kepala tukang
@
60,000.00
0.0050 oh
mandor
@
60,000.00 JUMLAH
F.6.6.50
77,591.25
1M' PASANG LISPLANG UKURAN (3X30) CM, KAYU BENGKIRAI 0.0110 m3
kayu bengkirai, papan
@
2,137,571.94
23,513.29
0.0500 Kg
Paku Biasa 2" - 5"
@
11,825.00
591.25
0.1100 oh
pekerja
@
45,000.00
0.2200 oh
tukang kayu
@
55,000.00
0.0220 oh
kepala tukang
@
60,000.00
0.0050 oh
mandor
@
60,000.00 JUMLAH
F.6.6.51
1M' PASANG LISPLANG UKURAN 2x(3X20) CM, KAYU BENGKIRAI 0.0145 m3 kayu bengkirai, papan
24,104.54
@
2,137,571.94
30,994.79
0.0600 Kg
Paku Biasa 2" - 5"
@
11,825.00
709.50
0.1500 oh
pekerja
@
45,000.00
0.2500 oh
tukang kayu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0750 oh
mandor
@
60,000.00 JUMLAH
F.6.6.52
0.0086 m3
kayu bengkirai, papan
@
2,137,571.94
18,383.12
0.0600 Kg
Paku Biasa 2" - 5"
@
11,825.00
709.50
0.1000 oh
pekerja
@
45,000.00
0.1000 oh 0.0100 oh
tukang kayu kepala tukang
@ @
55,000.00 60,000.00
0.0500 oh
mandor
60,000.00 @
F. 6.6.53.
31,704.29
1M' PASANG LISPLANG UKURAN 2x(2X20) CM, KAYU BENGKIRAI
JUMLAH
19,092.62
1M' PASANG LISPLANG UKURAN 2x(2X20) CM, KAYU ULIN 0.0086 m3
kayu ulin, papan
@
1,737,571.94
14,943.12
0.0600 kg
paku biasa 2' - 5'
@
11,825.00
709.50
0.1000 oh
pekerja
@
45,000.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0500 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
15,652.62
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F. 6.6.54
1M2 PASANG RANGKA DINDING PEMISAH KAYU BENGKIRAI 0.0195 m3
kayu bengkirai, balok
@
1,937,571.94
37,782.65
0.0070 m3
kayu bengkirai, papan
@
2,137,571.94
14,963.00
0.1000 kg
paku biasa 2' - 5'
@
11,825.00
1,182.50
0.1500 oh
pekerja
@
45,000.00
0.4500 oh
tukang kayu
@
55,000.00
0.0450 oh
kepala tukang
@
60,000.00
0.0750 oh
mandor
@
60,000.00 JUMLAH
F. 6.6.55
F. 6.6.56
53,928.16
1M2 PASANG RANGKA DINDING PEMISAH KAYU ULIN 0.0195 m3
kayu ulin, balok
@
1,537,571.94
29,982.65
0.0070 m3
kayu ulin, papan
@
1,737,571.94
12,163.00
0.1000 kg
paku biasa 2' - 5'
@
11,825.00
1,182.50
0.1500 oh
pekerja
@
45,000.00
0.4500 oh
tukang kayu
@
55,000.00
0.0450 oh
kepala tukang
@
60,000.00
0.0750 oh
mandor
@
60,000.00 JUMLAH
43,328.16
1M2 PASANG DINDING PEMISAH TEKWOOD RANGKAP, RANGKA KAYU BENGKIRAI 0.0195 m3
kayu bengkirai, balok
@
1,937,571.94
37,782.65
0.0070 m3
kayu bengkirai, papan
@
2,137,571.94
14,963.00
0.1000 kg
paku biasa 2' - 5'
@
11,825.00
1,182.50
0.1500 oh
pekerja
@
45,000.00
0.4500 oh
tukang kayu
@
55,000.00
0.0450 oh
kepala tukang
@
60,000.00
0.0750 oh
mandor
@
60,000.00 JUMLAH
F. 6.6.57
53,928.16
1M2 PASANG DINDING PEMISAH PLYWOOD RANGKAP, RANGKA KAYU KAMPER 0.0195 m3 0.0070 m3
kayu bengkirai, balok kayu bengkirai, papan
@ @
1,937,571.94 2,137,571.94
37,782.65 14,963.00
0.1000 lt
paku biasa 2' - 5'
@
11,825.00
1,182.50
0.5600 lbr
lem kayu
@
9,500.00
5,320.00
1.0000 kg
plywood 4' x 8' x 4 mm
@
61,500.00
61,500.00
0.2000 oh
pekerja
@
45,000.00
0.6000 oh
tukang kayu
@
55,000.00
0.0600 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
120,748.16
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F. 6.6.58
1M2 PASANG DINDING LAMBRISIRING DARI PAPAN JATI 0.0070 m3
kayu jati, balok
@
5,000,000.00
35,000.00
0.1000 kg
paku biasa 2' - 5'
@
11,825.00
1,182.50
0.1500 kg
paku skrup 3,5"
@
14,300.00
2,145.00
0.6000 oh
pekerja
@
45,000.00
1.8000 oh
tukang kayu
@
55,000.00
0.1800 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
60,000.00 JUMLAH
F. 6.6.59
38,327.50
1M2 PASANG PLYWOOD TEBAL 3 MM, UNTUK DINDING 0.4000 lbr
plywood 4 mm
@
61,500.00
24,600.00
0.0500 kg
paku biasa 1/2" - 1"
@
11,825.00
591.25
0.0250 oh
pekerja
@
45,000.00
0.0750 oh
tukang kayu
@
55,000.00
0.0075 oh
kepala tukang
@
60,000.00
0.0013 oh
mandor
@
60,000.00 JUMLAH
F. 6.6.60
25,191.25
1M2 PASANG LIST PLAFOND, KAYU PROFIL 1.0500 m'
kayu profil
@
4,250.00
0.0210 oh
pekerja
@
45,000.00
0.0210 oh
tukang kayu
@
55,000.00
0.0210 oh
kepala tukang
@
60,000.00
0.0010 oh
mandor
@
4,462.50
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
4,462.50
53/160
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G. PEKERJAAN BETON
G.6.6.1
1 M3 BETON TUMBUK 1 pc ; 3 ps ; 5 kr 218.0000 kg
semen portland
@
860.00
187,480.00
0.5200 m3
pasir beton
@
324,567.03
168,774.86
0.8700 m3
kerikil beton
@
314,567.03
273,673.32
1.6500 oh
pekerja
@
45,000.00
0.2500 oh
tukang batu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0800 oh
mandor
@
60,000.00 629,928.17
G.6.6.2
1 M3 BETON TUMBUK 1 pc ; 3 ps ; 6 kr 197.0000 kg
semen portland
@
860.00
169,420.00
0.4700 m3
pasir beton
@
324,567.03
152,546.50
0.9400 m3
kerikil beton
@
314,567.03
295,693.01
1.6500 oh
pekerja
@
45,000.00
0.2500 oh
tukang batu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0800 oh
mandor
@
60,000.00 617,659.51
G.6.6.3
1 M3 BETON TUMBUK 1 pc ; 4 ps ; 6 kr 173.0000 kg semen portland
@
860.00
148,780.00
0.5700 m3
pasir beton
@
324,567.03
185,003.21
0.8700 m3
kerikil beton
@
314,567.03
273,673.32
1.6500 oh
pekerja
@
45,000.00
0.2500 oh
tukang batu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0800 oh
mandor
@
60,000.00 607,456.52
G.6.6.4
1 M3 MEMBUAT LANTAI KERJA BETON TUMBUK 1 pc ; 3 ps ; 5 kr 10.0000 kg
semen portland
@
860.00
8,600.00
0.0260 m3
pasir beton
@
324,567.03
8,438.74
0.0440 m3 1.1500 oh
Koral beton pekerja
@ @
314,567.03 45,000.00
13,840.95
0.0200 oh
tukang batu
@
55,000.00
0.0020 oh
kepala tukang
@
60,000.00
0.0060 oh
mandor
@
60,000.00 30,879.69
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G.6.6.5.
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr) 336.0000 kg
semen portland
@
860.00
288,960.00
0.5400 m3
pasir beton
@
324,567.03
175,266.20
0.8100 m3
Koral beton
@
314,567.03
254,799.29
2.0000 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
1.0000 oh
mandor
@
60,000.00 JUMLAH
G.6.6.6
719,025.49
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr) 280.0000 kg
semen portland
@
860.00
240,800.00
0.4500 m3
pasir beton
@
324,567.03
146,055.16
0.9000 m3
Koral beton
@
314,567.03
283,110.33
1.6500 oh
pekerja
@
45,000.00
0.2500 oh
tukang batu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0800 oh
mandor
@
60,000.00 JUMLAH
G.6.6.7
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;2,5 kr) 352.0000 kg semen portland
669,965.49
@
860.00
302,720.00
0.5600 m3
pasir beton
@
324,567.03
181,757.54
0.7000 m3
Koral beton
@
314,567.03
220,196.92
1.6500 oh
pekerja
@
45,000.00
0.2500 oh
tukang batu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0800 oh
mandor
@
60,000.00 JUMLAH
G.6.6.8
704,674.46
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 3 kr) 357.0000 kg
semen portland
@
860.00
307,020.00
0.4200 m3
pasir beton
@
324,567.03
136,318.15
0.5400 m3 1.6500 oh
Koral beton pekerja
@ @
314,567.03 45,000.00
169,866.20
0.2500 oh
tukang batu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0800 oh
mandor
@
60,000.00 JUMLAH
G.6.6.9
386.0000 kg
semen portland
@
860.00
331,960.00
0.4700 m3
pasir beton
@
324,567.03
152,546.50
0.7800 m3
Koral beton
@
314,567.03
245,362.28
1.6500 oh
pekerja
@
45,000.00
0.2500 oh
tukang batu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0800 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
613,204.35
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;2,5 kr)
729,868.79
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G.6.6.10
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ; 2 kr) 479.0000 kg
semen portland
@
860.00
411,940.00
0.3700 m3
pasir beton
@
324,567.03
120,089.80
0.7400 m3
Koral beton
@
314,567.03
232,779.60
1.6500 oh
pekerja
@
45,000.00
0.2500 oh
tukang batu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0800 oh
mandor
@
60,000.00 JUMLAH
G.6.6.11
764,809.40
1M3 MEMBUAT TIANG PANCANG PRESTRESSED BETON 440.0000 kg
semen portland
@
860.00
378,400.00
0.5000 m3
pasir beton
@
324,567.03
162,283.51
0.8000 m3
Koral beton
@
314,567.03
251,653.62
2.4600 galon
Rapidrant
@
-
1.6500 oh
pekerja
@
45,000.00
0.2500 oh
tukang batu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0800 oh
mandor
@
60,000.00 JUMLAH
G.6.6.12
792,337.14
1M3 MEMBUAT BETON DENGAN PUZZDITH - 100 XR 336.0000 kg
semen portland
@
860.00
288,960.00
0.5400 m3
pasir beton
@
324,567.03
175,266.20
0.8100 m3
Koral beton
@
314,567.03
254,799.29
1.0000 ltr
puzzdith - 100 XR
@
-
1.6500 oh
pekerja
@
45,000.00
0.2500 oh
tukang batu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0800 oh
mandor
@
60,000.00 JUMLAH
G.6.6.13
719,025.49
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;3 kr) 336.0000 kg 0.5400 m3
semen portland pasir beton
@ @
860.00 324,567.03
288,960.00 175,266.20
0.8100 m3
Koral beton
@
314,567.03
254,799.29
2.0000 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
1.0000 oh
mandor
@
60,000.00 JUMLAH
G.6.6.14
291.0000 kg
semen portland
@
860.00
250,260.00
0.4700 m3
pasir beton
@
324,567.03
152,546.50
0.9300 m3
Koral beton
@
314,567.03
292,547.34
2.0000 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
1.0000 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
719,025.49
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr)
695,353.84
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G.6.6.15
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;3kr) 367.0000 kg
semen portland
@
860.00
315,620.00
0.4400 m3
pasir beton
@
324,567.03
142,809.49
0.8800 m3
Koral beton 2/3
@
314,567.03
276,818.99
2.0000 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
1.0000 oh
mandor
@
60,000.00 JUMLAH
G.6.6.16
735,248.48
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 2,5 kr) 400.0000 kg
semen portland
@
860.00
344,000.00
0.4800 m3
pasir beton
@
324,567.03
155,792.17
0.8000 m3
Koral beton 2/3
@
314,567.03
251,653.62
2.0000 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
1.0000 oh
mandor
@
60,000.00 JUMLAH
G.6.6.17
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ;1kr) 615.0000 kg semen portland
751,445.80
@
860.00
528,900.00
0.5200 m3
pasir beton
@
324,567.03
168,774.86
0.5200 m3
Koral beton
@
314,567.03
163,574.86
2.0000 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
1.0000 oh
mandor
@
60,000.00 JUMLAH
G.6.6.18
861,249.71
1M3 MEMBUAT BETON KEDAP AIR DENGAN STROROX - 100 400.0000 kg
semen portland
@
860.00
344,000.00
0.4800 m3
pasir beton
@
324,567.03
155,792.17
0.8000 m3 1.2000 Kg
Koral beton Strorox - 100
@ @
314,567.03
251,653.62 -
2.0000 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
1.0000 oh
mandor
60,000.00 JUMLAH
G.6.6.19
751,445.80
1M' MEMASANG PVC WATERSTOP LEBAR 150 MM 1.0500 m'
waterstop lebar 150 mm
@
0.0500 oh
pekerja
@
45,000.00
0.0300 oh
tukang batu
@
55,000.00
0.0030 oh
kepala tukang
@
60,000.00
0.0020 oh
mandor
@
-
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
-
57/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
G.6.6.20
1M' MEMASANG PVC WATERSTOP LEBAR 200 MM 1.0500 m'
waterstop lebar 200 mm
@
0.0500 oh
pekerja
@
45,000.00
0.0350 oh
tukang batu
@
55,000.00
0.0035 oh
kepala tukang
@
60,000.00
0.0020 oh
mandor
@
-
60,000.00 JUMLAH
G.6.6.21
-
1M' MEMASANG PVC WATERSTOP LEBAR 230 MM 1.0500 m'
waterstop lebar 230 mm
@
-
0.5500 oh
pekerja
@
45,000.00
0.0350 oh
tukang batu
@
55,000.00
0.0030 oh
mandor
@
-
60,000.00 JUMLAH
G.6.6.22
-
1M' MEMASANG PVC WATERSTOP LEBAR 250 MM 1.0500 m'
waterstop lebar 250 mm
@
-
0.5500 oh
pekerja
@
45,000.00
0.0350 oh
tukang batu
@
55,000.00
0.0030 oh
mandor
@
-
60,000.00 JUMLAH
G.6.6.23
-
1M' MEMASANG PVC WATERSTOP LEBAR 300 MM 1.0500 m'
waterstop lebar 300 mm
@
0.5500 oh
pekerja
@
45,000.00
0.0350 oh
tukang batu
@
55,000.00
0.0030 oh
mandor
@
-
60,000.00 JUMLAH
G.6.6.24
G.6.6.25
1.0500 m'
waterstop lebar 320 mm
@
0.0500 oh
pekerja
@
45,000.00
0.0350 oh
tukang batu
@
55,000.00
0.0020 oh
mandor
@
60,000.00
-
-
1.0500 Kg
Besi beton
@
11,000.00
11,550.00
0.0150 Kg
Kawat beton
@
10,000.00
150.00
0.0070 OH
pekerja
@
45,000.00
0.0070 OH
tukang besi
@
55,000.00
0.0007 OH
kepala tukang
@
60,000.00
0.0003 OH
mandor
@
60,000.00 JUMLAH
11,700.00
1 KG PEMBESIAN DG BESI ULIR 1.0500 Kg
Besi beton
@
16,000.00
16,800.00
0.0150 Kg
Kawat beton
@
10,000.00
150.00
0.0070 OH
pekerja
@
45,000.00
0.0070 OH
tukang besi
@
55,000.00
0.0007 OH
kepala tukang
@
60,000.00
0.0003 OH
mandor
@ @
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
JUMLAH
1 KG PEMBESIAN DG BESI POLOS
@ G.6.6.25
-
1M' MEMASANG PVC WATERSTOP LEBAR 320 MM
60,000.00 JUMLAH
16,950.00
58/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
G.6.6.26
1 KG KABEL PRESSTRESSED POLOS/STRANDS 1.0500 Kg
besi presstressed polos
@
11,000.00
11,550.00
0.0100 Kg
Kawat beton
@
10,000.00
100.00
0.0050 OH
pekerja
@
45,000.00
0.0050 OH
tukang besi
@
55,000.00
0.0005 OH
kepala tukang
@
60,000.00
0.0003 OH
mandor
@
60,000.00 JUMLAH
G.6.6.27
11,650.00
1 KG JARING KAWAT BAJA 1.0200 Kg
Besi jaring kawat baja
@
11,000.00
11,220.00
0.8050 Kg
Kawat beton
@
10,000.00
8,050.00
0.0250 OH
pekerja
@
45,000.00
0.0250 OH
tukang besi
@
55,000.00
0.0025 OH
kepala tukang
@
60,000.00
0.0015 OH
mandor
@
60,000.00 JUMLAH
G.6.6.28
19,270.00
1M2 PASANG BEKISTING UNTUK PONDASI 0.0400 M3
kayu terentang
@
1,037,571.94
41,502.88
0.3000 Kg 0.1000 lt
paku biasa 2' - 5' minyak bekisting
@ @
11,825.00 5,000.00
3,547.50 500.00
0.3000 OH
pekerja
@
45,000.00
0.2600 OH
tukang besi
@
55,000.00
0.0260 OH
kepala tukang
@
60,000.00
0.0050 OH
mandor
@
60,000.00 JUMLAH
G. 6.6.29
45,550.38
1 M2 PASANG BEKISTING UNTUK SLOOF ( 2 x pakai ) 0.0450 m3
papan kayu kelas 2
@
1,037,571.94
46,690.74
0.3000 kg
paku biasa 2' - 5'
@
11,825.00
3,547.50
0.1000 lt
minyak bekisting
@
5,000.00
500.00
0.3000 OH
pekerja
@
45,000.00
0.2600 OH 0.0260 OH
tukang kayu kepala tukang
@ @
55,000.00 60,000.00
0.0050 OH
mandor
@
60,000.00 JUMLAH
G. 6.6.30
0.0400 m3
papan kayu kelas 2
@
1,037,571.94
41,502.88
0.4000 kg
paku biasa 2' - 5'
@
11,825.00
4,730.00
0.2000 lt
minyak bekisting
@
5,000.00
1,000.00
0.0150 m3
balok kayu meranti
@
1,037,571.94
15,563.58
0.3500 lbr
plywood tebal 9 mm
@
150,000.00
52,500.00
2.0000 btg
dolken kayu galam dia 8 - 10/4
@
9,500.00
19,000.00
0.3000 oh
pekerja
@
45,000.00
0.3300 oh
tukang kayu
@
55,000.00
0.0330 oh
kepala tukang
@
60,000.00
0.0060 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
50,738.24
1 M2 PASANG BEKISTING UNTUK KOLOM ( 2 x pakai )
134,296.46
59/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
G. 6.6.31
1 M2 PASANG BEKISTING UNTUK BALOK ( 2 x pakai ) 0.0400 m3
papan kayu kelas 2
@
1,037,571.94
41,502.88
0.4000 kg
paku biasa 2' - 5'
@
11,825.00
4,730.00
0.2000 lt
minyak bekisting
@
5,000.00
1,000.00
0.0180 m3
balok kayu meranti
@
1,037,571.94
18,676.29
0.3500 lbr
plywood tebal 9 mm
@
150,000.00
2.0000 btg
dolken kayu galam dia 8 - 10/4
@
9,500.00
0.3200 oh
pekerja
@
45,000.00
0.3300 oh
tukang kayu
@
55,000.00
0.0330 oh
kepala tukang
@
60,000.00
0.0060 oh
mandor
@
60,000.00 65,909.17
G. 6.6.32
1 M2 PASANG BEKISTING UNTUK LANTAI ( 2 x pakai ) 0.0400 m3
papan kayu kelas 2
@
1,037,571.94
41,502.88
0.4000 kg
paku biasa 2' - 5'
@
11,825.00
4,730.00
0.2000 lt
minyak bekisting
@
5,000.00
1,000.00
0.0150 m3
balok kayu meranti
@
1,037,571.94
15,563.58
0.3500 lbr
plywood tebal 9 mm
@
150,000.00
6.0000 btg 0.3200 oh
dolken kayu galam dia 8 - 10/4
pekerja
@ @
9,500.00 45,000.00
0.3300 oh
tukang kayu
@
55,000.00
0.0330 oh
kepala tukang
@
60,000.00
0.0060 oh
mandor
@
60,000.00 JUMLAH
G. 6.6.33
0.0300 m3
papan kayu kelas 2
@
1,037,571.94
31,127.16
0.4000 kg
paku biasa 2' - 5'
@
11,825.00
4,730.00
0.2000 lt
minyak bekisting
@
5,000.00
1,000.00
0.0200 m3
balok kayu meranti
@
1,037,571.94
20,751.44
0.3500 lbr
plywood tebal 9 mm
@
150,000.00
52,500.00
3.0000 btg 4.0000 bh
dolken kayu galam dia 8 - 10/4 formtie/penjaga jarak/spacer
@ @
9,500.00 1,500.00
28,500.00 6,000.00
0.3200 oh
pekerja
@
45,000.00
0.3300 oh
tukang kayu
@
55,000.00
0.0330 oh
kepala tukang
@
60,000.00
0.0060 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
62,796.46
1 M2 PASANG BEKISTING UNTUK DINDING ( 2 x pakai )
144,608.60
60/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
G. 6.6.34
1 M2 PASANG BEKISTING UNTUK TANGGA 0.0300 m3
kayu terentang
@
1,037,571.94
31,127.16
0.4000 kg
paku biasa 2' - 5'
@
11,825.00
4,730.00
0.1500 lt
minyak bekisting
@
5,000.00
750.00
0.0150 m3
balok kayu meranti
@
1,037,571.94
15,563.58
0.3500 lbr
plywood tebal 9 mm
@
150,000.00
52,500.00
2.0000 btg
dolken kayu galam dia 8 - 10/4
@
9,500.00
19,000.00
0.3200 oh
pekerja
@
45,000.00
0.3300 oh
tukang kayu
@
55,000.00
0.0330 oh
kepala tukang
@
60,000.00
0.0060 oh
mandor
@
60,000.00 JUMLAH
G. 6.6.35
123,670.74
1M3 MEMBUAT BETON DENGAN MUTU K 225 338.0000 m3
Semen portland
@
860.00
290,680.00
0.6500 kg
Pasir beton
@
324,567.03
210,968.57
0.6500 lt
Koral Beton
@
314,567.03
204,468.57
6.0000 oh
pekerja
@
45,000.00
1.0000 oh
tukang kayu
@
55,000.00
0.1000 oh 0.3000 oh
kepala tukang mandor
@ @
60,000.00 60,000.00 JUMLAH
G. 6.6.36
706,117.14
1M3 MEMBUAT BETON DENGAN MUTU K 275 400.0000 m3
Semen portland
@
860.00
344,000.00
0.4000 kg
Pasir beton
@
324,567.03
129,826.81
0.8200 lt
Koral Beton
@
314,567.03
257,944.96
6.0000 oh
pekerja
@
45,000.00
1.0000 oh
tukang kayu
@
55,000.00
0.1000 oh
kepala tukang
@
60,000.00
0.3000 oh
mandor
@
60,000.00 JUMLAH
G. 6.6.37
1 M2 PASANG JEMBATAN COR 0.0264 m3 kayu terentang
@
1,037,571.94
27,391.90
0.6000 kg
paku biasa 2' - 5'
@
11,825.00
7,095.00
0.5000 btg
dolken kayu galam dia 8 - 10/4
@
9,500.00
4,750.00
0.1500 oh
pekerja
@
45,000.00
0.0500 oh
tukang kayu
@
55,000.00
0.0050 oh
kepala tukang
@
60,000.00
0.0070 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
731,771.78
39,236.90
61/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
G. 6.6.38
1M3 MEMBUAT PONDASI BETON BERTULANG (150KG BESI + BEKISTING) 0.2000 m3
kayu terentang
@
1,037,571.94
207,514.39
1.5000 kg
paku biasa 2' - 5'
@
11,825.00
17,737.50
0.4000 lt
minyak bekisting
@
5,000.00
2,000.00
150.0000 kg
besi beton polos
@
11,000.00
1,650,000.00
2.2500 kg
kawat beton
@
10,000.00
22,500.00
Semen portland
@
860.00
277,780.00
0.5200 m3
Pasir beton
@
324,567.03
168,774.86
0.7800 m3
Koral Beton
@
314,567.03
245,362.28
3.9000 oh
pekerja
@
45,000.00
0.3500 oh
Tukang batu
@
55,000.00
1.0400 oh
tukang kayu
@
55,000.00
1.0500 oh
Tukang Besi
@
55,000.00
0.2450 oh
kepala tukang
@
60,000.00
0.1650 oh
mandor
@
323.0000 kg
60,000.00 JUMLAH
G. 6.6.39
0.2700 m3
kayu terentang
@
1,037,571.94
280,144.42
2.0000 kg 0.6000 lt
paku biasa 2' - 5' minyak bekisting
@ @
11,825.00 5,000.00
23,650.00 3,000.00
200.0000 kg
besi beton polos
@
11,000.00
2,200,000.00
kawat beton
@
10,000.00
30,000.00
Semen portland
@
860.00
277,780.00
0.5200 m3
Pasir beton
@
324,567.03
168,774.86
0.7800 m3
Koral Beton
@
314,567.03
245,362.28
4.8500 oh
pekerja
@
45,000.00
0.3500 oh
Tukang batu
@
55,000.00
1.5600 oh
tukang kayu
@
55,000.00
1.4000 oh
Tukang Besi
@
55,000.00
0.3310 oh
kepala tukang
@
60,000.00
0.1700 oh
mandor
@
60,000.00 JUMLAH
3.0000 kg 323.0000 kg
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
2,591,669.03
1M3 MEMBUAT SLOOF BETON BERTULANG (200KG BESI + BEKISTING)
3,228,711.56
62/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
G. 6.6.40
1M3 MEMBUAT KOLOM BETON BERTULANG (300KG BESI + BEKISTING) 0.4000 m3
kayu terentang
@
1,037,571.94
415,028.78
4.0000 kg
paku biasa 2' - 5'
@
11,825.00
47,300.00
2.0000 lt
minyak bekisting
@
5,000.00
10,000.00
300.0000 kg
besi beton polos
@
11,000.00
3,300,000.00
4.5000 kg
kawat beton
@
10,000.00
45,000.00
Semen portland
@
860.00
277,780.00
0.5200 m3
Pasir beton
@
324,567.03
168,774.86
0.7800 m3
Koral Beton
@
314,567.03
245,362.28
0.1500 m3
Kayu meranti balok
@
1,037,571.94
155,635.79
3.5000 lbr
Plywood 9 mm
@
150,000.00
525,000.00
dolken kayu galam dia 8 - 10/4
@
9,500.00
190,000.00
7.3000 oh
pekerja
@
45,000.00
0.3500 oh
Tukang batu
@
55,000.00
3.3000 oh
tukang kayu
@
55,000.00
2.1000 oh
Tukang Besi
@
55,000.00
0.5700 oh
kepala tukang
@
60,000.00
0.2500 oh
mandor
@
323.0000 kg
20.0000 Btg
60,000.00 JUMLAH
G. 6.6.41
0.3200 m3
kayu terentang
@
1,037,571.94
332,023.02
3.2000 kg
paku biasa 2' - 5'
@
11,825.00
37,840.00
1.6000 lt
minyak bekisting
@
5,000.00
8,000.00
200.0000 kg
besi beton polos
@
11,000.00
2,200,000.00
3.0000 kg
kawat beton
@
10,000.00
30,000.00
Semen portland
@
860.00
277,780.00
0.5200 m3
Pasir beton
@
324,567.03
168,774.86
0.7800 m3
Koral Beton
@
314,567.03
245,362.28
0.1400 m3
Kayu meranti balok
@
1,037,571.94
145,260.07
2.8000 lbr
Plywood 9 mm
@
150,000.00
420,000.00
dolken kayu galam dia 8 - 10/4
@ @
9,500.00 45,000.00
152,000.00
pekerja
0.3500 oh
Tukang batu
@
55,000.00
2.8000 oh
tukang kayu
@
55,000.00
1.4000 oh
Tukang Besi
@
55,000.00
0.4550 oh
kepala tukang
@
60,000.00
0.2080 oh
mandor
@
323.0000 kg
16.0000 Btg 5.9600 oh
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
5,379,881.70
1M3 MEMBUAT BALOK BETON BERTULANG (200KG BESI + BEKISTING)
4,017,040.23
63/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
G. 6.6.42
1M3 MEMBUAT BALOK BETON BERTULANG (150KG BESI + BEKISTING) 0.3200 m3
kayu terentang
@
1,037,571.94
332,023.02
3.2000 kg
paku biasa 2' - 5'
@
11,825.00
37,840.00
1.6000 lt
minyak bekisting
@
5,000.00
8,000.00
150.0000 kg
besi beton polos
@
11,000.00
1,650,000.00
2.2500 kg
kawat beton
@
10,000.00
22,500.00
Semen portland
@
860.00
277,780.00
0.5200 m3
Pasir beton
@
324,567.03
168,774.86
0.7800 m3
Koral Beton
@
314,567.03
245,362.28
0.1200 m3
Kayu meranti balok
@
1,037,571.94
124,508.63
2.8000 lbr
Plywood 9 mm
@
150,000.00
420,000.00
dolken kayu galam dia 8 - 10/4
@
9,500.00
304,000.00
5.8000 oh
pekerja
@
45,000.00
0.3500 oh
Tukang batu
@
55,000.00
2.8000 oh
tukang kayu
@
55,000.00
1.0500 oh
Tukang Besi
@
55,000.00
0.4200 oh
kepala tukang
@
60,000.00
0.1850 oh
mandor
@
323.0000 kg
32.0000 Btg
60,000.00 JUMLAH
G. 6.6.43
0.2400 m3
kayu terentang
@
1,037,571.94
249,017.27
3.2000 kg
paku biasa 2' - 5'
@
11,825.00
37,840.00
1.6000 lt
minyak bekisting
@
5,000.00
8,000.00
150.0000 kg
besi beton polos
@
11,000.00
1,650,000.00
2.2500 kg
kawat beton
@
10,000.00
22,500.00
Semen portland
@
860.00
277,780.00
0.5200 m3
Pasir beton
@
324,567.03
168,774.86
0.7800 m3
Koral Beton
@
314,567.03
245,362.28
0.1600 m3
Kayu meranti balok
@
1,037,571.94
166,011.51
2.8000 lbr
Plywood 9 mm
@
150,000.00
420,000.00
dolken kayu galam dia 8 - 10/4
@ @
9,500.00 45,000.00
228,000.00
pekerja
0.3500 oh
Tukang batu
@
55,000.00
2.6400 oh
tukang kayu
@
55,000.00
1.0500 oh
Tukang Besi
@
55,000.00
0.4000 oh
kepala tukang
@
60,000.00
0.1930 oh
mandor
@
323.0000 kg
24.0000 Btg 5.6000 oh
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
3,590,788.79
1M3 MEMBUAT DINDING BETON BERTULANG (150 KG BESI + BEKISTING)
3,473,285.91
64/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
G. 6.6.44
1M3 MEMBUAT TANGGA BETON BERTULANG (200KG BESI + BEKISTING) 0.2500 m3
kayu terentang
@
1,037,571.94
259,392.98
3.0000 kg
paku biasa 2' - 5'
@
11,825.00
35,475.00
1.2000 lt
minyak bekisting
@
5,000.00
6,000.00
200.0000 kg
besi beton polos
@
11,000.00
2,200,000.00
3.0000 kg
kawat beton
@
10,000.00
30,000.00
Semen portland
@
860.00
277,780.00
0.5200 m3
Pasir beton
@
324,567.03
168,774.86
0.7800 m3
Koral Beton
@
314,567.03
245,362.28
0.1050 m3
Kayu meranti balok
@
1,037,571.94
108,945.05
2.5000 lbr
Plywood 9 mm
@
150,000.00
375,000.00
dolken kayu galam dia 8 - 10/4
@
9,500.00
133,000.00
5.6000 oh
pekerja
@
45,000.00
0.3500 oh
Tukang batu
@
55,000.00
2.3000 oh
tukang kayu
@
55,000.00
1.4000 oh
Tukang Besi
@
55,000.00
0.4050 oh
kepala tukang
@
60,000.00
0.2020 oh
mandor
@
323.0000 kg
14.0000 Btg
60,000.00 JUMLAH
G. 6.6.45
0.0020 m3
kayu terentang
@
1,037,571.94
0.0100 kg
paku biasa 2' - 5'
@
11,825.00
118.25
3.0000 kg
besi beton polos
@
11,000.00
33,000.00
0.4500 kg
kawat beton
@
10,000.00
4,500.00
4.0000 kg
Semen portland
@
860.00
3,440.00
0.0060 m3
Pasir beton
@
324,567.03
1,947.40
0.0090 m3
Koral Beton
@
314,567.03
2,831.10
0.0600 oh
pekerja
@
45,000.00
0.0200 oh
Tukang batu
@
55,000.00
0.0200 oh
tukang kayu
@
55,000.00
0.0200 oh 0.0060 oh
Tukang Besi kepala tukang
@ @
55,000.00 60,000.00
0.0030 oh
mandor
@
2,075.14
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
3,839,730.18
1M3 MEMBUAT KOLOM PENGUAT BETON BERTULANG (11x11) CM
47,911.90
65/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
G. 6.6.46
1M' MEMBUAT RING BALOK BETON BERTULANG (10X15) CM 0.0030 m3
Kayu meranti, balok
@
1,037,571.94
0.0200 kg
paku biasa 2' - 5'
@
11,825.00
3,112.72 236.50
3.6000 kg
besi beton polos
@
11,000.00
39,600.00
0.0500 kg
kawat beton
@
10,000.00
500.00
5.5000 kg
Semen portland
@
860.00
4,730.00
0.0090 m3
Pasir beton
@
324,567.03
2,921.10
0.0150 m3
Koral Beton
@
314,567.03
4,718.51
0.1000 oh
pekerja
@
45,000.00
0.0330 oh
Tukang batu
@
55,000.00
0.0330 oh
tukang kayu
@
55,000.00
0.0330 oh
Tukang Besi
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0050 oh
mandor
@
60,000.00 JUMLAH
55,818.82
H. PEKERJAAN PENUTUP ATAP
H. 6.6.1
1M2 PASANG ATAP GENTENG PALENTONG KECIL 25.0000 bh
genteng palentong
@
0.1500 oh 0.0750 oh
pekerja tukang kayu
@ @
45,000.00 55,000.00
0.0080 oh
kepala tukang
@
60,000.00
0.0080 oh
mandor
@
-
60,000.00 JUMLAH
H. 6.6.2
-
1M2 PASANG ATAP GENTENG KODOK /GLAZZUR 25.0000 bh
genteng kodok
@
1,550.00
0.1500 oh
pekerja
@
45,000.00
0.0750 oh
tukang kayu
@
55,000.00
0.0080 oh
kepala tukang
@
60,000.00
0.0080 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.3
1M2 PASANG ATAP GENTENG PALENTONG SUPER / BESAR 12.0000 bh genteng palentong super
38,750.00
38,750.00
@
-
0.1500 oh
pekerja
@
45,000.00
0.0600 oh
tukang kayu
@
55,000.00
0.0060 oh
kepala tukang
@
60,000.00
0.0080 oh
mandor
@
-
60,000.00 JUMLAH
H. 6.6.4
5.0000 bh
genteng bubung palentong
@
-
-
8.0000 kg
Semen Portland
@
860.00
6,880.00
0.0320 m3
Pasir pasang
@
249,567.03
7,986.14
0.4000 oh
pekerja
@
45,000.00
0.2000 oh
tukang kayu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0020 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
-
1M2 PASANG ATAP GENTENG BUBUNG PALENTONG
14,866.14
66/160
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SNI LENGKAP 2006 - slide pdf.c om
H. 6.6.5
1M' PASANG BUBUNG GENTENG KODOK 5.0000 bh
genteng bubung kodok
@
2,000.00
10,000.00
8.0000 kg
Semen Portland
@
860.00
6,880.00
0.0320 m3
Pasir pasang
@
249,567.03
7,986.14
0.4000 oh
pekerja
@
45,000.00
0.2000 oh
tukang kayu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0020 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.6
24,866.14
1M2 PASANG BUBUNG GENTENG PALENTONG BESAR 4.0000 bh
genteng bubung palentong
@
-
-
8.0000 kg
Semen Portland
@
860.00
6,880.00
0.0320 m3
Pasir pasang
@
249,567.03
7,986.14
0.4000 oh
pekerja
@
45,000.00
0.2000 oh
tukang kayu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0020 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.7
1M2 PASANG ROOFLIGHT FIBREGLASS (180X90) CM 0.6000 bh Roof light fibreglass
14,866.14
@
-
-
0.0500 kg
paku biasa 1/2" - 1"
@
11,825.00
591.25
0.1400 oh
pekerja
@
45,000.00
0.0670 oh
tukang kayu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0070 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.8
591.25
1m2 PASANG ATAP ASBES GELOMBANG (2,50X0,92)X5MM 0.5000 lbr
asbes gelombang
@
23,000.00
11,500.00
0.1200 kg
paku pancing 60 x 230
@
16,000.00
1,920.00
0.1400 oh
pekerja
@
45,000.00
0.0750 oh 0.0080 oh
tukang kayu kepala tukang
@ @
55,000.00 60,000.00
0.0080 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.9
0.6000 lbr
asbes gelombang
@
23,000.00
13,800.00
0.1200 kg
paku pancing 60 x 230
@
16,000.00
1,920.00
0.1400 oh
pekerja
@
45,000.00
0.0750 oh
tukang kayu
@
55,000.00
0.0080 oh
kepala tukang
@
60,000.00
0.0080 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
13,420.00
1m2 PASANG ATAP ASBES GELOMBANG (2,25X0,92)X5MM
15,720.00
67/160
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SNI LENGKAP 2006 - slide pdf.c om
H. 6.6.10
1m2 PASANG ATAP ASBES GELOMBANG (2,00X0,92)X5MM 0.6000 lbr
asbes gelombang
@
23,000.00
13,800.00
0.1200 kg
paku pancing 60 x 230
@
16,000.00
1,920.00
0.1400 oh
pekerja
@
45,000.00
0.0750 oh
tukang kayu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0070 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.11
15,720.00
1m2 PASANG ATAP ASBES GELOMBANG (1,80X0,92)X5MM 0.7500 lbr
asbes gelombang
@
23,000.00
17,250.00
0.1200 kg
paku pancing 60 x 230
@
16,000.00
1,920.00
0.1400 oh
pekerja
@
45,000.00
0.0750 oh
tukang kayu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0070 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.12
19,170.00
1m2 PASANG ATAP ASBES GELOMBANG (3,00X1,05)X4 MM 0.3500 lbr
asbes gelombang
@
23,000.00
8,050.00
0.1200 kg 0.1400 oh
paku pancing 60 x 230 pekerja
@ @
16,000.00 45,000.00
1,920.00
0.0750 oh
tukang kayu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0070 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.13
H. 6.6.14
0.4200 lbr
asbes gelombang
@
23,000.00
9,660.00
0.1200 kg
paku pancing 60 x 230
@
16,000.00
1,920.00
0.1400 oh
pekerja
@
45,000.00
0.0750 oh
tukang kayu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0070 oh
mandor
@
60,000.00 JUMLAH
11,580.00
1m2 PASANG ATAP ASBES GELOMBANG (2,40X1,05)X4 MM 0.4400 lbr
asbes gelombang
@
23,000.00
10,120.00
0.1200 kg
paku pancing 60 x 230
@
16,000.00
1,920.00
0.1400 oh
pekerja
@
45,000.00
0.0670 oh
tukang kayu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0070 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
9,970.00
1m2 PASANG ATAP ASBES GELOMBANG (2,70X1,05)X4 MM
12,040.00
68/160
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SNI LENGKAP 2006 - slide pdf.c om
H. 6.6.15
1m2 PASANG ATAP ASBES GELOMBANG (2,10X1,05)X4 MM 0.5100 lbr
asbes gelombang
@
23,000.00
11,730.00
0.1200 kg
paku pancing 60 x 230
@
16,000.00
1,920.00
0.1400 oh
pekerja
@
45,000.00
0.0670 oh
tukang kayu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0070 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.16
13,650.00
1m2 PASANG ATAP ASBES GELOMBANG (1,5X1,05)X4 MM 0.8000 lbr
asbes gelombang
@
23,000.00
18,400.00
0.1200 kg
paku pancing 60 x 230
@
16,000.00
1,920.00
0.1400 oh
pekerja
@
45,000.00
0.0670 oh
tukang kayu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0070 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.17
20,320.00
1m2 PASANG ATAP ASBES GELOMBANG (3,00X1,08)X6 MM 0.3700 lbr
asbes gelombang
@
23,000.00
8,510.00
0.1200 kg 0.1400 oh
paku pancing 60 x 230 pekerja
@ @
16,000.00 45,000.00
1,920.00
0.0670 oh
tukang kayu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0070 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.18
H. 6.6.19
0.3800 lbr
asbes gelombang
@
23,000.00
8,740.00
0.1200 kg
paku pancing 60 x 230
@
16,000.00
1,920.00
0.1400 oh
pekerja
@
45,000.00
0.0670 oh
tukang kayu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0070 oh
mandor
@
60,000.00 JUMLAH
10,660.00
1m2 PASANG ATAP ASBES GELOMBANG (2,40X1,08)X6 MM 0.4600 lbr
asbes gelombang
@
23,000.00
10,580.00
0.1200 kg
paku pancing 60 x 230
@
16,000.00
1,920.00
0.1400 oh
pekerja
@
45,000.00
0.0670 oh
tukang kayu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0070 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
10,430.00
1m2 PASANG ATAP ASBES GELOMBANG (2,70X1,08)X6 MM
12,500.00
69/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
H. 6.6.20
1m2 PASANG ATAP ASBES GELOMBANG (2,10X1,08)X6 MM 0.4900 lbr
asbes gelombang
@
23,000.00
11,270.00
0.1200 kg
paku pancing 60 x 230
@
16,000.00
1,920.00
0.1400 oh
pekerja
@
45,000.00
0.0670 oh
tukang kayu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0070 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.21
13,190.00
1m2 PASANG ATAP ASBES GELOMBANG (1,80X1,08)X6 MM 0.5700 lbr
asbes gelombang
@
23,000.00
13,110.00
0.1200 kg
paku pancing 60 x 230
@
16,000.00
1,920.00
0.1400 oh
pekerja
@
45,000.00
0.0670 oh
tukang kayu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0070 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.22
15,030.00
1M' PASANG BUBUNG STEL GELOMBANG 0,92 M 2.4000 lbr
bubung stel gelombang
@
-
-
6.0000 bh 0.0840 oh
paku skrup 3,5" pekerja
@ @
14,300.00 45,000.00
85,800.00
0.1250 oh
tukang kayu
@
55,000.00
0.0130 oh
kepala tukang
@
60,000.00
0.0040 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.23
H. 6.6.24
2.1000 lbr
nok stel gelombang
@
-
-
6.0000 bh
paku skrup 3,5"
@
14,300.00
85,800.00
0.0840 oh
pekerja
@
45,000.00
0.1250 oh
tukang kayu
@
55,000.00
0.0130 oh
kepala tukang
@
60,000.00
0.0040 oh
mandor
@
60,000.00 JUMLAH
85,800.00
1M' PASANG NOK STEL GELOMBANG 1,08 M 2.0500 lbr
nok stel gelombang
@
-
-
6.0000 bh
paku skrup 3,5"
@
14,300.00
85,800.00
0.0840 oh
pekerja
@
45,000.00
0.1250 oh
tukang kayu
@
55,000.00
0.0130 oh
kepala tukang
@
60,000.00
0.0040 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
85,800.00
1M' PASANG NOK STEL GELOMBANG 1,05 M
85,800.00
70/160
5/11/2018
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H. 6.6.25
1M' PASANG NOK paten 0,92 m 1.2000 lbr
nok paten
@
-
-
6.0000 bh
paku skrup 3,5"
@
14,300.00
85,800.00
0.0840 oh
pekerja
@
45,000.00
0.1250 oh
tukang kayu
@
55,000.00
0.0130 oh
kepala tukang
@
60,000.00
0.0040 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.26
85,800.00
1M' PASANG NOK PATEN 1,05 M 1.2000 lbr
nok paten
@
-
-
6.0000 bh
paku skrup 3,5"
@
14,300.00
85,800.00
0.0840 oh
pekerja
@
45,000.00
0.1250 oh
tukang kayu
@
55,000.00
0.0130 oh
kepala tukang
@
60,000.00
0.0040 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.27
85,800.00
1M' PASANG NOK PATEN 1,08 M 1.2000 lbr
nok paten
@
-
-
6.0000 bh 0.0840 oh
paku skrup 3,5" pekerja
@ @
14,300.00 45,000.00
85,800.00
0.1250 oh
tukang kayu
@
55,000.00
0.0130 oh
kepala tukang
@
60,000.00
0.0040 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.28
H. 6.6.29
1.1000 lbr
nok stel rata
@
-
-
6.0000 bh
paku skrup 3,5"
@
14,300.00
85,800.00
0.1000 oh
pekerja
@
45,000.00
0.1500 oh
tukang kayu
@
55,000.00
0.0130 oh
kepala tukang
@
60,000.00
0.0040 oh
mandor
@
60,000.00 JUMLAH
85,800.00
1M' PASANG NOK STEL RATA 1,05 M 1.1000 lbr
nok stel rata
@
-
-
6.0000 bh
paku skrup 3,5"
@
14,300.00
85,800.00
0.1000 oh
pekerja
@
45,000.00
0.1500 oh
tukang kayu
@
55,000.00
0.0130 oh
kepala tukang
@
60,000.00
0.0040 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
85,800.00
1M' PASANG NOK STEL RATA 0,92 M
85,800.00
71/160
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H. 6.6.30
1M2 PASANG ATAP GENTENG BETON 11.0000 bh
genteng beton
@
3,500.00
38,500.00
0.0300 kg
Paku biasa 2" - 5"
@
11,825.00
354.75
0.2000 oh
pekerja
@
45,000.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.31
38,854.75
1M2 PASANG ATAP GENTENG ASPAL 6.9000 lbr
genteng aspal
@
2,500.00
17,250.00
0.3500 lbr
Plywood 4" x 8" x 6 mm
@
92,000.00
32,200.00
0.0300 kg
paku biasa 1/2" - 1"
@
11,825.00
354.75
0.5000 bh
Plastic aerator
@
1,000.00
500.00
0.2000 oh
pekerja
@
45,000.00
0.3000 oh
tukang kayu
@
55,000.00
0.0030 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.32
1M2 PASANG ATAP GENTENG METAL 1.4200 lbr genteng metal
50,304.75
@
40,000.00
56,800.00
0.2000 kg
Paku paku atap metal
@
27,500.00
5,500.00
0.2000 oh
pekerja
@
45,000.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0010 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.33
62,300.00
1M' PASANG ATAP SIRAP 60.0000 bh
genteng sirap
@
500.00
30,000.00
0.2000 kg
paku biasa 1/2" - 1"
@
11,825.00
2,365.00
0.1660 oh
pekerja
@
45,000.00
0.2500 oh 0.0250 oh
tukang kayu kepala tukang
@ @
55,000.00 60,000.00
0.0080 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.34
3.5000 bh
nok genteng beton
@
5,000.00
0.0500 kg
Paku pancing
@
16,000.00
800.00
Semen abu - abu
@
860.00
9,288.00
0.0320 m3
Pasir pasang
@
249,567.03
7,986.14
1.0000 kg
Semen warna
@
1,600.00
1,600.00
0.4000 oh
pekerja
@
45,000.00
0.2000 oh
tukang kayu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0200 oh
mandor
@
10.8000 kg
17,500.00
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
32,365.00
1M' PASANG NOK GENTENG BETON
37,174.14
72/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
H. 6.6.35
1M' PASANG NOK GENTENG ASPAL 2.0000 bh
genteng aspal
@
2,500.00
0.0500 kg
paku seng
@
14,300.00
715.00
0.0035 m3
kayu meranti, balok
@
1,037,571.94
3,631.50
0.1250 oh
pekerja
@
45,000.00
0.2500 oh
tukang kayu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0060 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.36
9,346.50
1M' PASANG NOK GENTENG METAL 1.1000 bh
genteng decra bond
@
-
-
0.0500 kg
paku biasa 1/2" - 1"
@
11,825.00
591.25
0.2500 oh
pekerja
@
45,000.00
0.1500 oh
tukang kayu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0130 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.37
591.25
1 M' MEMASANG BUBUNGAN ATAP SIRAP L 40 cm 0.4000 lbr 0.1100 kg
seng plat paku seng
@ @
35,000.00 14,300.00
14,000.00 1,573.00
0.0040 oh
kayu meranti papan 3 cm
@
1,187,571.94
4,750.29
0.1250 oh
pekerja
@
45,000.00
0.2500 oh
tukang kayu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0060 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.38
20,323.29
1 M2 MEMASANG ATAP SENG 0.7000 lbr
seng gelombang bjls
@
30,000.00
21,000.00
0.0200 kg
paku seng
@
14,300.00
286.00
0.1200 oh
pekerja
@
45,000.00
0.0600 oh 0.0060 oh
tukang kayu kepala tukang
@ @
55,000.00 60,000.00
0.0060 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.39
21,286.00
1 M2 MEMASANG BUBUNGAN ATAP SENG 1.1000 lbr
seng plat
@
35,000.00
38,500.00
0.0500 kg
paku seng
@
14,300.00
715.00
0.1500 oh
pekerja
@
45,000.00
0.2500 oh
tukang kayu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0130 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
5,000.00
39,215.00
73/160
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H. 6.6.40
1 M2 PASANG ATAP ALUMUNIUM 1.0500 m2
atap alumunium gelombang tebal 0,55
@
-
-
0.0200 kg
paku hak panjang 15 cm
@
25,000.00
500.00
0.1500 oh
pekerja
@
45,000.00
0.7500 oh
tukang kayu
@
55,000.00
0.0080 oh
kepala tukang
@
60,000.00
0.0060 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.41
500.00
1 M2 PASANG NOK ALUMUNIUM 1.2000 m2
Nok standar 40 cm 18, swg 22
@
-
-
0.0400 kg
paku hak panjang 15 cm
@
25,000.00
1,000.00
0.1000 oh
pekerja
@
45,000.00
1.0000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
H. 6.6.42
1,000.00
1 M2 PASANG ALUMUNIUM FOIL /SISALATION 1.0500 lbr
Sisalation / alumunium foil
@
450,000.00
0.1500 oh 0.0500 oh
pekerja tukang kayu
@ @
45,000.00 55,000.00
0.0050 oh
kepala tukang
@
60,000.00
0.0080 oh
mandor
@
472,500.00
60,000.00 JUMLAH
472,500.00
I. PEKERJAAN PLAFOND
I. 6.6.1
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 6 MM 1.1000 lbr
pelat asbes tebal 6 mm
@
29,400.00
32,340.00
0.0100 kg
paku plywood
@
20,000.00
200.00
0.0300 oh
pekerja
@
45,000.00
0.0700 oh
tukang kayu
@
55,000.00
0.0070 oh 0.0015 oh
kepala tukang mandor
@ @
60,000.00 60,000.00 JUMLAH
I. 6.6.2
1.1000 lbr
pelat asbes tebal 5 mm
@
21,000.00
23,100.00
0.0100 kg
paku plywood
@
20,000.00
200.00
0.0300 oh
pekerja
@
45,000.00
0.0700 oh
tukang kayu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0015 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
32,540.00
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 5 MM
23,300.00
74/160
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I. 6.6.3
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 4 MM 1.1000 lbr
pelat asbes tebal 4 mm
@
22,000.00
24,200.00
0.0100 kg
paku plywood
@
20,000.00
200.00
0.0300 oh
pekerja
@
45,000.00
0.0700 oh
tukang kayu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0015 oh
mandor
@
60,000.00 JUMLAH
I. 6.6.4
24,400.00
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 3,5 MM 1.1000 lbr
pelat asbes tebal 5 mm
@
21,000.00
23,100.00
0.0100 kg
paku plywood
@
20,000.00
200.00
0.0300 oh
pekerja
@
45,000.00
0.0700 oh
tukang kayu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0015 oh
mandor
@
60,000.00 JUMLAH
I. 6.6.5
23,300.00
1 M2 PLAFOND AKUSTIK (30 X 30) CM 11.5000 lbr
akustik ukuran 30 x 30 cm
@
0.0500 kg 0.0600 oh
paku plywood pekerja
@ @
20,000.00 45,000.00
0.1200 oh
tukang kayu
@
55,000.00
0.1200 oh
kepala tukang
@
60,000.00
0.0030 oh
mandor
@
-
1,000.00
60,000.00 JUMLAH
I. 6.6.6
I. 6.6.7
5.8000 lbr
akustik ukuran 30 x 60 cm
@
0.0500 kg
paku plywood
@
20,000.00
0.0600 oh
pekerja
@
45,000.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0030 oh
mandor
@
60,000.00 JUMLAH
-
1,000.00
1,000.00
1 M2 PLAFOND AKUSTIK (60 X 120) CM 1.5000 lbr
akustik arm strong 60 x 120 cm
@
0.0500 kg
paku plywood
@
20,000.00
0.0600 oh
pekerja
@
45,000.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0030 oh
mandor
@
-
1,000.00
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
1,000.00
1 M2 PLAFOND AKUSTIK (30 X 60) CM
1,000.00
75/160
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SNI LENGKAP 2006 - slide pdf.c om
I. 6.6.8
1 M2 PLAFOND PLYWOOD ( 30 X 60 ) cm, TEBAL 4 MM 0.3600 lbr
Plywood 4mm
@
61,500.00
22,140.00
0.0300 kg
paku plywood
@
20,000.00
600.00
0.0700 oh
pekerja
@
45,000.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0035 oh
mandor
@
60,000.00 JUMLAH
I. 6.6.9
22,740.00
1 M2 PLAFOND PLYWOOD ( 30 X 60 ) cm, TEBAL 6 MM 0.3600 lbr
Plywood 6mm
@
92,000.00
33,120.00
0.0300 kg
paku plywood
@
20,000.00
600.00
0.0700 oh
pekerja
@
45,000.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0035 oh
mandor
@
60,000.00 JUMLAH
I. 6.6.10
33,720.00
1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 2 MM 0.3750 lbr
Plywood 2mm
@
30,666.67
11,500.00
0.0300 kg 0.0700 oh
paku plywood pekerja
@ @
20,000.00 45,000.00
600.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0035 oh
mandor
@
60,000.00 JUMLAH
I. 6.6.11
I. 6.6.12
0.3750 lbr
Plywood 6mm
@
92,000.00
34,500.00
0.0300 kg
paku plywood
@
20,000.00
600.00
0.0700 oh
pekerja
@
45,000.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0035 oh
mandor
@
60,000.00 JUMLAH
35,100.00
1 M2 PLAFOND TEAKWOOD ( 30 x 60 ) cm, TEBAL 4 MM 0.3600 lbr
Teakwood 4 mm
@
113,500.00
40,860.00
0.0300 kg
paku plywood
@
20,000.00
600.00
0.0700 oh
pekerja
@
45,000.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0035 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
12,100.00
1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 6 MM
41,460.00
76/160
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I. 6.6.13
1 M2 PLAFOND TEAKWOOD ( 60 x 120 ) cm, TEBAL 4 MM 0.3750 lbr
Teakwood 4 mm
@
113,500.00
42,562.50
0.0300 kg
paku plywood
@
20,000.00
600.00
0.0700 oh
pekerja
@
45,000.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0035 oh
mandor
@
60,000.00 JUMLAH
I. 6.6.14
43,162.50
1M2 PLAFOND LAT KAYU JATI, PAPAN 0.0240 lbr
Kayu jati, papan
@
7,000,000.00
168,000.00
0.0100 Kg
paku biasa
@
11,825.00
118.25
0.0500 kg
paku sekrup
@
14,300.00
715.00
0.2000 oh
pekerja
@
45,000.00
0.2000 oh
tukang kayu
@
55,000.00
0.0600 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
I. 6.6.15
168,833.25
1M2 PLAFOND LAT KAYU MERANTI 0.0240 lbr 0.0100 Kg
Kayu meranti, papan paku biasa
@ @
1,187,571.94 11,825.00
28,501.73 118.25
0.0500 kg
paku sekrup
@
14,300.00
715.00
0.2000 oh
pekerja
@
45,000.00
0.2000 oh
tukang kayu
@
55,000.00
0.0600 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
I. 6.6.16
29,334.98
1M2 PLAFOND LAT KAYU BENGKIRAI 0.0240 lbr
Kayu bengkirai, papan
@
2,137,571.94
51,301.73
0.0100 Kg
paku biasa
@
11,825.00
118.25
0.0500 kg
paku sekrup
@
14,300.00
715.00
0.2000 oh 0.2000 oh
pekerja tukang kayu
@ @
45,000.00 55,000.00
0.0600 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
60,000.00 JUMLAH
I. 6.6.17
0.3500 lbr
Softboard 4' x 8' x 4 mm
@
0.0300 Kg
paku biasa
@
11,825.00
0.6000 oh
pekerja
@
45,000.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0030 oh
mandor
@
-
354.75
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
52,134.98
1M2 PLAFOND SOFTBOARD
354.75
77/160
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I. 6.6.18
1M2 PLAFOND AKUSTIK 60 X 120 CM + RANGKA ALUMUNIUM 3.6000 M'
Profil alumunium T
@
-
0.1500 kg
Kawat seng polos
@
-
1.0000 bh
Ramset / dina bold
@
-
1.5000 lbr
akustik arm strong 60 x 120 cm
@
-
-
0.1500 oh
pekerja
@
45,000.00
0.5000 oh
tukang kayu
@
55,000.00
0.0500 oh
kepala tukang
@
60,000.00
0.0075 oh
mandor
@
60,000.00 JUMLAH
I. 6.6.19
-
1M2 PLAFOND KAYU PROFIL 1.1000 lbr
List kayu profil bengkirai
@
4,250.00
4,675.00
0.0100 Kg
paku biasa
@
11,825.00
118.25
0.0500 oh
pekerja
@
45,000.00
0.0500 oh
tukang kayu
@
55,000.00
0.0050 oh
kepala tukang
@
60,000.00
0.0030 oh
mandor
@
60,000.00 JUMLAH
I. 6.6.20
1M2 PLAFOND ASBES ( 1,00 X 1,00 ) M, TEBAL 3,2MM RANGKA MERANTI 0.0120 m3 kayu meranti @
4,793.25
1,037,571.94
12,450.86
11,825.00
709.50
0.0600 Kg
paku biasa
@
1.1000 lbr
asbes 1,00 x 1,00 m
@
0.1800 oh
pekerja
@
45,000.00
0.3200 oh
tukang kayu
@
55,000.00
0.0320 oh
kepala tukang
@
60,000.00
0.0090 oh
mandor
@
21,000.00
60,000.00 JUMLAH
I. 6.6.21
13,160.36
1M2 PLAFOND PLYWOOD 4 MM + RANGKA KAYU MERANTI 0.0230 m3
kayu meranti
@
1,037,571.94
23,864.15
0.0600 kg
paku biasa
@
11,825.00
709.50
0.3900 lbr 0.2700 oh
Plywood 4' x 8' x 4mm pekerja
@ @
61,500.00 45,000.00
23,985.00
0.4000 oh
tukang kayu
@
55,000.00
0.0400 oh
kepala tukang
@
60,000.00
0.0135 oh
mandor
@
60,000.00 JUMLAH
I. 6.6.22
0.0230 m3
kayu meranti
@
1,037,571.94
23,864.15
0.0600 kg
paku biasa
@
11,825.00
709.50
5.8000 bh
akustik 30 x 60 cm
@
-
-
0.2600 oh
pekerja
@
45,000.00
0.4000 oh
tukang kayu
@
55,000.00
0.0400 oh
kepala tukang
@
60,000.00
0.0130 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
48,558.65
1M2 PLAFOND AKUSTIK (30 X 60 ) CM + RANGKA KAYU MERANTI
24,573.65
78/160
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I. 6.6.23
1M2 PLAFOND AKUSTIK (30 X 30 ) CM + RANGKA KAYU MERANTI 0.0270 m3
kayu meranti, balok
@
1,037,571.94
28,014.44
0.0600 kg
paku
@
11,825.00
709.50
akustik 30 x30 cm
@
-
-
0.3100 oh
pekerja
@
45,000.00
0.4700 oh
tukang kayu
@
55,000.00
0.0470 oh
kepala tukang
@
60,000.00
0.0155 oh
mandor
@
11.5000 bh
60,000.00 JUMLAH
I. 6.6.24
28,723.94
1M2 PLAFOND GYPSUM BOARD, TEBAL 9 MM 0.3640 lbr
Gypsum board ( 120 x 240 x 9 ) mm
@
45,000.00
16,380.00
0.1100 kg
paku sekrup
@
14,300.00
1,573.00
0.1000 oh
pekerja
@
45,000.00
0.0500 oh
tukang kayu
@
55,000.00
0.0050 oh
kepala tukang
@
60,000.00
0.0050 oh
mandor
@
60,000.00 JUMLAH
17,953.00
J. PEKERJAAN SANITAIR
J. 6.6.1
MEMASANG 1 BH CLOSED DUDUK / MONOBLOK 1.0000 bh closed duduk monoblok
@
1,200,000.00
1,200,000.00
6.0000 %
perlengkapan (6 % harga klosed)
@
72,000.00
72,000.00
3.3000 oh
pekerja
@
45,000.00
1.1000 oh
tukang kayu
@
55,000.00
0.0010 oh
kepala tukang
@
60,000.00
0.1600 oh
mandor
@
60,000.00 JUMLAH
J. 6.6.2
1,272,000.00
MEMASANG 1 BH CLOSED JONGKOK KERAMIK 1.0000 bh
closed jongkok keramik
@
120,000.00
120,000.00
6.0000 kg
semen portland
@
860.00
5,160.00
0.0100 m3 1.0000 oh
pasir pasang pekerja
@ @
249,567.03 45,000.00
2,495.67
1.5000 oh
tukang kayu
@
55,000.00
1.5000 oh
kepala tukang
@
60,000.00
0.1600 oh
mandor
@
60,000.00 JUMLAH
J. 6.6.3
1.0000 bh
closed jongkok teraso
@
80,000.00
80,000.00
7.0000 bh
Bata Merah
@
550.00
3,850.00
6.0000 Kg
semen portland
@
860.00
5,160.00
0.0100 m3
pasir pasang
@
249,567.03
2,495.67
1.0000 oh
Pekerja
@
45,000.00
1.5000 oh
Tukang Batu
@
55,000.00
0.3000 oh
kepala tukang
@
60,000.00
0.1100 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
127,655.67
MEMASANG 1 BH CLOSED JONGKOK TERASO
91,505.67
79/160
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J. 6.6.4
MEMASANG 1 BH URINOIR 1.0000 bh
urinoir
@
1,500,000.00
1,500,000.00
Perlengkapan
@
450,000.00
450,000.00
6.0000 Kg
Semen Portland
@
860.00
5,160.00
0.0100 m3
Pasir Pasang
@
249,567.03
2,495.67
1.0000 oh
pekerja
@
45,000.00
1.0000 oh
Tukang Batu
@
55,000.00
0.1000 oh
kepala tukang
@
60,000.00
0.1000 oh
mandor
@
30.0000 %
60,000.00 JUMLAH
J. 6.6.5
1,957,655.67
MEMASANG 1 BH WASTAFEL 1.0000 bh
Wastafel
@
450,000.00
450,000.00
Perlengkapan
@
54,000.00
648,000.00
6.0000 Kg
Semen Portland
@
860.00
5,160.00
0.0100 m3
pasir pasang
@
249,567.03
2,495.67
1.2000 oh
pekerja
@
45,000.00
1.4500 oh
Tukang Batu
@
55,000.00
0.1500 oh
kepala tukang
@
60,000.00
0.1000 oh
mandor
@
12.0000 %
60,000.00 JUMLAH
J. 6.6.6
1,105,655.67
MEMASANG 1 BH BAK MANDI TERASO VOLUME 0.30 M3 1.0000 bh
Bak Teraso
@
185,000.00
185,000.00
6.0000 Kg
semen portland
@
860.00
5,160.00
0.0100 m3
pasir pasang
@
249,567.03
2,495.67
2.1000 oh
pekerja
@
45,000.00
0.7500 oh
Tukang Batu
@
55,000.00
0.0700 oh
kepala tukang
@
60,000.00
0.1100 oh
mandor
@
60,000.00 JUMLAH
J. 6.6.7
192,655.67
MEMASANG 1 BH BAK MANDI FIBREGLASS VOLUME 0,30 M3 1.0000 bh
Bak Fiberglass
@
145,000.00
145,000.00
18.0000 % 1.8000 oh
Perlengkapan pekerja
@ @
26,100.00 45,000.00
469,800.00
2.7000 oh
Tukang Batu
@
55,000.00
0.5400 oh
kepala tukang
@
60,000.00
0.1100 oh
mandor
@
60,000.00 JUMLAH
J. 6.6.8
2.4000 0.012
0.4000 bh
batu bata
@
550.00
220.00
semen portland
@
860.00
103,200.00
pasir pasang
@
249,567.03
74,870.11
Porselen ( 11x11)cm
@
2,500.00
900,000.00
6.0000 kg
Semen nat
@
1,600.00
9,600.00
6.0000 oh 3.0000 oh
pekerja tukang batu
@ @
45,000.00 55,000.00
0.3000 oh
kepala tukang
@
60,000.00
0.3000 oh
mandor
@
120.0000 kg 0.3000 m3 360.0000 Bh
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
614,800.00
MEMASANG 1 BH BAK AIR BATU BATA VOLUME 0,3 M3 ( 60 x 60 )
1,087,890.11
80/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
J. 6.6.9
MEMASANG 1 BH BADKIP PORSELEN 1.0000 bh
Badkip
@
6.0000 %
Perlengkapan
@
-
pekerja
@
45,000.00
0.0750 oh
Tukang Batu
@
55,000.00
0.7500 oh
kepala tukang
@
60,000.00
0.2500 oh
mandor
@
-
oh
-
-
60,000.00 JUMLAH
J. 6.6.9
-
MEMASANG 1 BH BADKIP PORSELEN 1.0000 bh
Badkip
@
-
-
6.0000 %
Perlengkapan
@
-
-
pekerja
@
45,000.00
0.0750 oh
Tukang Batu
@
55,000.00
0.7500 oh
kepala tukang
@
60,000.00
0.2500 oh
mandor
@
-
oh
60,000.00 JUMLAH
J. 6.6.9
-
MEMASANG 1 BH BADKIP PORSELEN 1.0000 bh
Badkip
@
-
-
6.0000 % oh
Perlengkapan pekerja
@ @
45,000.00
-
0.0750 oh
Tukang Batu
@
55,000.00
0.7500 oh
kepala tukang
@
60,000.00
0.2500 oh
mandor
@
60,000.00 JUMLAH
J. 6.6.10
-
MEMASANG 1 BH BAK BETON VOLUME 1 M3 AIR 0.9000 m3
Beton 1 : 1,5 : 2,5
@
922,795.80
830,516.22
Besi Beton
@
11,000.00
1,980,000.00
8.0000 m3
kayu cetakan
@
1,037,571.94
8,300,575.51
5.0000 m2
Ubin Porselen
@
62,500.00
312,500.00
Perlengkapan
@
6,250.00
62,500.00
3.5000 oh 4.5000 oh
pekerja Tukang Batu
@ @
45,000.00 55,000.00
0.9000 oh
kepala tukang
@
60,000.00
0.9000 oh
mandor
@
180.0000 kg
10.0000 %
60,000.00 JUMLAH
J. 6.6.11
1.0000 bh
Bak Fiberglass
@
450,000.00
450,000.00
Perlengkapan
@
54,000.00
648,000.00
3.0000 oh
pekerja
@
45,000.00
4.5000 oh
Tukang Batu
@
55,000.00
0.9000 oh
kepala tukang
@
60,000.00
0.9000 oh
mandor
@
12.0000 %
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
11,486,091.72
MEMASANG 1 BH BAK FIBERGLASS VOLUME 1 M3 AIR
1,098,000.00
81/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
J. 6.6.12
MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.15 CM 1.6000 bh
Pipa tanah
@
-
0.6800 kg
Semen Portland
@
860.00
584.80
0.0130 m3
pasir pasang
@
249,567.03
3,244.37
0.0110 m3
pasir urug
@
199,567.03
2,195.24
0.0600 oh
pekerja
@
45,000.00
0.0300 oh
Tukang Batu
@
55,000.00
0.0030 oh
kepala tukang
@
60,000.00
0.0025 oh
mandor
@
60,000.00 JUMLAH
J. 6.6.13
J. 6.6.14
J. 6.6.15
1.6000 bh
Pipa tanah
@
-
0.8700 kg
Semen Portland
@
860.00
748.20
0.0140 m3
pasir pasang
@
249,567.03
3,493.94
0.0140 m3
pasir urug
@
199,567.03
2,793.94
0.0800 oh
pekerja
@
45,000.00
0.0400 oh
Tukang Batu
@
55,000.00
0.0040 oh
kepala tukang
@
60,000.00
0.0070 oh
mandor
@
60,000.00 JUMLAH
7,036.08
MEMASANG 1M' PIPA BETON, DIAMETER 15 - 20 CM 1.1000 bh
p ipa beton
@
0.0270 m3
Batu bata
@
-
550.00
14.85
3.9200 kg
Semen Portland
0.0560 m3
pasir pasang
@
860.00
3,371.20
@
249,567.03
13,975.75
0.0240 m3 0.1400 oh
pasir urug
@
199,567.03
4,789.61
pekerja
@
45,000.00
0.0700 oh
Tukang Batu
@
55,000.00
0.0070 oh
kepala tukang
@
60,000.00
0.0070 oh
mandor
@
60,000.00 JUMLAH
MEMASANG 1M' PIPA BETON, DIAMETER 30 - 100 CM 1.1000 bh
p ipa beton
@
0.5500 m3
Batu bata
@
10.3000 kg
22,151.41
-
550.00
302.50
Semen Portland
@
860.00
8,858.00
0.0610 m3
pasir pasang
@
249,567.03
15,223.59
0.0690 m3
pasir urug
@
199,567.03
13,770.12
0.3800 oh
pekerja
@
45,000.00
0.1900 oh
Tukang Batu
@
55,000.00
0.0190 oh
kepala tukang
@
60,000.00
0.0190 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
6,024.41
MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.20 CM
38,154.21
82/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
J. 6.6.16
MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (30X30)CM TINGGI 35 CM 0.1450 bh
Batu bata
@
550.00
79.75
Semen Portland
@
860.00
37,840.00
0.0700 kg
pasir pasang
@
249,567.03
17,469.69
0.0700 m3
Batu kerikil
@
314,567.03
22,019.69
1.6000 kg
Besi Beton
@
11,000.00
17,600.00
0.0600 m3
Pasir Beton
@
324,567.03
3.2000 oh
pekerja
@
45,000.00
1.0150 oh
Tukang Batu
@
55,000.00
0.0015 oh
kepala tukang
@
60,000.00
0.0160 oh
mandor
@
44.0000 m3
60,000.00 JUMLAH
J. 6.6.17
95,009.13
MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (45X45)CM TINGGI 50 CM 0.2500 bh
Batu bata
@
550.00
137.50
Semen Portland
@
860.00
66,220.00
0.1300 kg
pasir pasang
@
249,567.03
32,443.71
0.0200 m3
Batu kerikil
@
314,567.03
6,291.34
2.6000 kg
Besi Beton
@
11,000.00
28,600.00
0.0900 m3 1.4200 oh
Pasir Beton pekerja
@ @
324,567.03 45,000.00
29,211.03
0.4730 oh
Tukang Batu
@
55,000.00
0.0470 oh
kepala tukang
@
60,000.00
0.0710 oh
mandor
@
77.0000 m3
60,000.00 JUMLAH
J. 6.6.18
162,903.59
MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (60 x 60)CM TINGGI 65 CM 0.3710 bh
Batu bata
@
550.00
204.05
Semen Portland
@
860.00
98,040.00
0.1840 kg
pasir pasang
@
249,567.03
45,920.33
0.0330 m3
Batu koral
@
314,567.03
10,380.71
4.8500 kg
Besi Beton
@
11,000.00
53,350.00
0.1200 m3 2.1600 oh
Pasir Beton pekerja
@ @
324,567.03 45,000.00
38,948.04
0.7200 oh
Tukang Batu
@
55,000.00
0.0720 oh
kepala tukang
@
60,000.00
0.1080 oh
mandor
@
60,000.00
0.1000 oh
Tukang gali
@
114.0000 m3
45,000.00 JUMLAH
J. 6.6.19
1.2000 m'
Pipa galvanis
@
7,500.00
9,000.00
Perlengkapan
@
2,625.00
91,875.00
0.0540 oh
pekerja
@
45,000.00
0.0900 oh
Tukang Batu
@
55,000.00
0.0090 oh
kepala tukang
@
60,000.00
0.0270 oh
mandor
@
35.0000 %
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
246,843.14
MEMASANG 1M' PIPA GALVANIS DIAMETER 1/2"
100,875.00
83/160
5/11/2018
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J. 6.6.20
MEMASANG 1M' PIPA GALVANIS DIAMETER 3/4" 1.2000 m'
Pipa galvanis
@
11,250.00
13,500.00
Perlengkapan
@
3,937.50
137,812.50
0.0540 oh
pekerja
@
45,000.00
0.0900 oh
Tukang Batu
@
55,000.00
0.0090 oh
kepala tukang
@
60,000.00
0.0270 oh
mandor
@
35.0000 %
60,000.00 JUMLAH
J. 6.6.21
151,312.50
MEMASANG 1M' PIPA GALVANIS DIAMETER 1 " 1.2000 m'
Pipa galvanis
@
15,000.00
18,000.00
Perlengkapan
@
5,250.00
183,750.00
0.0540 oh
pekerja
@
45,000.00
0.0900 oh
Tukang Batu
@
55,000.00
0.0090 oh
kepala tukang
@
60,000.00
0.0270 oh
mandor
@
35.0000 %
60,000.00 JUMLAH
J. 6.6.22
201,750.00
MEMASANG 1M' PIPA GALVANIS DIAMETER 1 1/2 " 1.2000 m'
Pipa galvanis
@
22,500.00
27,000.00
35.0000 % 0.1080 oh
Perlengkapan pekerja
@ @
7,875.00 45,000.00
275,625.00
0.1800 oh
Tukang Batu
@
55,000.00
0.0180 oh
kepala tukang
@
60,000.00
0.0054 oh
mandor
@
60,000.00 JUMLAH
J. 6.6.23
1.2000 m'
Pipa galvanis
@
93,000.00
111,600.00
Perlengkapan
@
32,550.00
1,139,250.00
0.1080 oh
pekerja
@
45,000.00
0.1800 oh
Tukang Batu
@
55,000.00
0.0180 oh
kepala tukang
@
60,000.00
0.0054 oh
mandor
@
60,000.00 JUMLAH
Pipa galvanis
@
110,000.00
132,000.00
Perlengkapan
@
38,500.00
1,347,500.00
0.1350 oh
pekerja
@
45,000.00
0.2250 oh
Tukang Batu
@
55,000.00
0.0225 oh
kepala tukang
@
60,000.00
0.0068 oh
mandor
@
35.0000 %
J. 6.6.24
1,250,850.00
MEMASANG 1M' PIPA GALVANIS DIAMETER 4 " 1.2000 m' 35.0000 %
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
302,625.00
MEMASANG 1M' PIPA GALVANIS DIAMETER 3"
1,479,500.00
84/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
J. 6.6.25
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1/2 " 1.2000 m'
Pipa PVC
@
3,125.00
3,750.00
Perlengkapan
@
1,093.75
38,281.25
0.0360 oh
pekerja
@
45,000.00
0.0600 oh
Tukang Batu
@
55,000.00
0.0060 oh
kepala tukang
@
60,000.00
0.0018 oh
mandor
@
35.0000 %
60,000.00 JUMLAH
J. 6.6.26
42,031.25
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3/4" 1.2000 m'
Pipa PVC
@
3,750.00
4,500.00
Perlengkapan
@
1,312.50
45,937.50
0.0360 oh
pekerja
@
45,000.00
0.0600 oh
Tukang Batu
@
55,000.00
0.0060 oh
kepala tukang
@
60,000.00
0.0018 oh
mandor
@
35.0000 %
60,000.00 JUMLAH
J. 6.6.27
50,437.50
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 " 1.2000 m'
Pipa PVC
@
6,250.00
7,500.00
Perlengkapan pekerja
@ @
2,187.50 45,000.00
76,562.50
0.0600 oh
Tukang Batu
@
55,000.00
0.0060 oh
kepala tukang
@
60,000.00
0.0018 oh
mandor
@
35.0000 % 0.0360 oh
60,000.00 JUMLAH
J. 6.6.28
1.2000 m'
Pipa PVC
@
9,375.00
11,250.00
Perlengkapan
@
3,281.25
114,843.75
0.0360 oh
pekerja
@
45,000.00
0.0600 oh
Tukang Batu
@
55,000.00
0.0060 oh
kepala tukang
@
60,000.00
0.0018 oh
mandor
@
60,000.00 JUMLAH
Pipa PVC
@
12,500.00
15,000.00
Perlengkapan
@
4,375.00
153,125.00
0.0360 oh
pekerja
@
45,000.00
0.0600 oh
Tukang Batu
@
55,000.00
0.0060 oh
kepala tukang
@
60,000.00
0.0018 oh
mandor
@
35.0000 %
J. 6.6.29
126,093.75
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2" 1.2000 m' 35.0000 %
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
84,062.50
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 1/2 "
168,125.00
85/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
J. 6.6.30
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2 1/2" 1.2000 m'
Pipa PVC
@
15,625.00
18,750.00
Perlengkapan
@
5,468.75
191,406.25
0.0360 oh
pekerja
@
45,000.00
0.0600 oh
Tukang Batu
@
55,000.00
0.0060 oh
kepala tukang
@
60,000.00
0.0018 oh
mandor
@
35.0000 %
60,000.00 JUMLAH
J. 6.6.31
210,156.25
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3" 1.2000 m'
Pipa PVC
@
18,750.00
22,500.00
Perlengkapan
@
6,562.50
229,687.50
0.0810 oh
pekerja
@
45,000.00
0.1350 oh
Tukang Batu
@
55,000.00
0.0135 oh
kepala tukang
@
60,000.00
0.0041 oh
mandor
@
35.0000 %
60,000.00 JUMLAH
J. 6.6.32
252,187.50
MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 4" 1.2000 m'
Pipa PVC
@
21,250.00
25,500.00
Perlengkapan pekerja
@ @
7,437.50 45,000.00
260,312.50
0.1350 oh
Tukang Batu
@
55,000.00
0.0135 oh
kepala tukang
@
60,000.00
0.0041 oh
mandor
@
35.0000 % 0.0810 oh
60,000.00 JUMLAH
J. 6.6.33
J. 6.6.34
1.0000 bh
Bak cuci stainless steel
@
195,000.00
195,000.00
1.0000 set
Water drain + Asseories
@
35,000.00
35,000.00
0.0300 oh
pekerja
@
45,000.00
0.3000 oh
Tukang Batu
@
55,000.00
0.0300 oh
kepala tukang
@
60,000.00
0.0015 oh
mandor
@
60,000.00 JUMLAH
230,000.00
MEMASANG 1 BH BAK CUCI PIRING TERASO 1.0000 bh
bak cuci teraso
@
150,000.00
150,000.00
1.0000 set
Water drain + Asseories
@
35,000.00
35,000.00
Semen Portland
@
860.00
17,200.00
0.0500 m3
Pasir
@
249,567.03
12,478.35
0.0500 oh
Pekerja
@
45,000.00
0.5000 oh
Tukang Batu
@
55,000.00
0.0500 oh
kepala tukang
@
60,000.00
0.0025 oh
mandor
@
20.0000 Kg
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
285,812.50
MEMASANG 1BH BAK CUCI PIRING STAINLES STEEL
214,678.35
86/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
J. 6.6.35
MEMASANG 1BH KRAN DIAMETER 3/4" ATAU 1/2" 1.0000 Bh
Kran Air
@
20,000.00
20,000.00
0.0250 Bh
Seal Tape
@
3,500.00
87.50
0.0100 oh
pekerja
@
45,000.00
0.1000 oh
Tukang Batu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0050 oh
mandor
@
60,000.00 JUMLAH
J. 6.6.36
20,087.50
MEMASANG 1BH FLOOR DRAIN 1.0000 Bh
Floor drain
@
17,500.00
0.0100 oh
pekerja
@
45,000.00
0.1000 oh
Tukang Batu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0050 oh
mandor
@
17,500.00
60,000.00 JUMLAH
17,500.00
K. PEKERJAAN BESI
K. 6.6.1
1 KG PASANG RANGKA ATAP BAJA 1.1000 Kg
Besi Profil WF
@
0.0800 Kg 0.0060 oh
Meni Besi Tukang Besi
@ @
25,000.00 55,000.00
0.0600 oh
Pekerja
@
45,000.00
0.0060 oh
kepala tukang
@
60,000.00
0.0003 oh
mandor
@
-
2,000.00
60,000.00 JUMLAH
K. 6.6.2
K. 6.6.3
2,000.00
1 M2 PASANG PINTU BESI BAJA 1.1000 m2
Pintu Besi Baja
@
0.0060 oh
Tukang Besi Konstruksi
@
55,000.00
0.0600 oh
Pekerja
@
45,000.00
0.0060 oh
kepala tukang
@
60,000.00
0.0003 oh
mandor
@
60,000.00
-
JUMLAH
1 M2 PASANG JENDELA BESI 1.0000 m2
Jendela Besi
@
1.0500 oh
Tukang Besi Konstruksi
@
55,000.00
1.0500 oh
Pekerja
@
45,000.00
0.1050 oh
kepala tukang
@
60,000.00
0.0053 oh
mandor
@
-
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
-
87/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
K. 6.6.4
1 M2 PASANG JENDELA BESI TAHAN API 1.0000 m2
Jendela Besi tahan api
@
1.2000 oh
Tukang Besi Konstruksi
@
55,000.00
1.0220 oh
Pekerja
@
45,000.00
0.1200 oh
kepala tukang
@
60,000.00
0.0060 oh
mandor
@
-
60,000.00 JUMLAH
K. 6.6.5
-
1 M2 PASANG PINTU GULUNG BESI 1.0000 m2
Pintu Gulung besi
@
1.2000 oh
Tukang Besi Konstruksi
@
55,000.00
1.2000 oh
Pekerja
@
45,000.00
0.1200 oh
kepala tukang
@
60,000.00
0.0060 oh
mandor
@
-
60,000.00 JUMLAH
K. 6.6.6
-
1 M2 PASANG PINTU LIPAT 1.1000 m2
Pintu Lipat
@
0.0060 oh
Tukang Besi Konstruksi
@
55,000.00
0.0600 oh
Pekerja
@
45,000.00
0.0060 oh 0.0003 oh
kepala tukang mandor
@ @
60,000.00 60,000.00
-
JUMLAH K. 6.6.7
-
1 M2 PASANG PINTU SUNSCREEN ALLUMUNIUM 1.0000 m2
Sunscreen Allumunium
@
0.8000 oh
Tukang Besi Konstruksi
@
55,000.00
0.0800 oh
Pekerja
@
45,000.00
0.0800 oh
kepala tukang
@
60,000.00
0.0040 oh
mandor
@
-
60,000.00 JUMLAH
K. 6.6.8
-
1 M2 PASANG ROLLING DOOR 1.0000 m2
Roll Door
@
1.5000 oh 1.0500 oh
Tukang Besi Konstruksi Pekerja
@ @
55,000.00 45,000.00
0.1050 oh
kepala tukang
@
60,000.00
0.0052 oh
mandor
@
-
60,000.00 JUMLAH
K. 6.6.9
-
1 M2 PASANG PINTU ALLUMUNIUM 1.0000 m2
Pintu Allumunium
@
1.0500 oh
Tukang Besi Konstruksi
@
55,000.00
1.0500 oh
Pekerja
@
45,000.00
0.1050 oh
kepala tukang
@
60,000.00
0.0052 oh
mandor
@
-
60,000.00 JUMLAH
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-
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K. 6.6.10
1 M2 PASANG VENETIONS BLINDS 1.0000 m2
Venetions Blinds
@
0.3500 oh
Tukang kayu
@
55,000.00
0.3500 oh
Pekerja
@
45,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0018 oh
mandor
@
-
60,000.00 JUMLAH
K. 6.6.11
-
1 M2 PASANG VERTIKALS BLINDS 1.0000 m2
Vertikals blinds
@
0.3500 oh
Tukang Kayu
@
55,000.00
0.3500 oh
Pekerja
@
45,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0018 oh
mandor
@
-
60,000.00 JUMLAH
K. 6.6.12
-
1 M2 PASANG TERALI BESI 11.5000 m2
Besi Strip 2 x 3
@
18,000.00
1.2000 oh
Tukang Besi Konstruksi
@
55,000.00
1.2000 oh
Pekerja
@
45,000.00
0.0120 oh
kepala tukang
@
60,000.00
0.0006 oh
mandor
@
60,000.00 JUMLAH
K. 6.6.13
207,000.00
1 M2 PASANG KAWAT HARMONIKA 1.1000 m2
kawat harmonika
@
37,500.00
0.0200 kg
paku biasa 1/2" - 1"
@
11,825.00
236.50
0.0018 m3
papan ky meranti
@
1,187,571.94
2,137.63
0.1000 oh
pekerja
@
45,000.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0005 oh
mandor
@
43,624.13
1 M2 PASANG KAWAT NYAMUK 1.1000 m2 0.0200 kg
kawat nyamuk paku biasa 1/2" - 1"
@ @
10,000.00 11,825.00
11,000.00 236.50
0.0018 m3
papan ky meranti
@
1,187,571.94
2,137.63
0.1000 oh
pekerja
@
45,000.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0005 oh
mandor
@
60,000.00 JUMLAH
K. 6.6.15
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
41,250.00
60,000.00 JUMLAH
K. 6.6.14
207,000.00
13,374.13
1 M2 PASANG KAWAT KASSA 1.1000 m2
kawat kassa
@
10,000.00
0.0200 kg
paku biasa 1/2" - 1"
@
11,825.00
11,000.00 236.50
0.0018 m3
kayu bengkirai papan
@
2,137,571.94
3,847.63
0.1000 oh 0.1000 oh
pekerja tukang kayu
@ @
45,000.00 55,000.00
0.0100 oh .
kepala tukang
@
60,000.00 , . JUMLAH
15,084.13
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K. 6.6.16
1 M2 PASANG KAWAT BURUNG 1.1000 m2
kawat Burung
@
15,000.00
0.0200 kg
paku biasa 1/2" - 1"
@
11,825.00
236.50
0.0018 m3
kayu bengkirai papan
@
2,137,571.94
3,847.63
0.1000 oh
pekerja
@
45,000.00
0.1000 oh
tukang kayu
@
55,000.00
0.0100 oh 0.0005 oh
kepala tukang mandor
@ @
60,000.00 60,000.00 JUMLAH
K. 6.6.17
20,584.13
1 M2 PASANG JENDELA NAKO & TRALIS 1.1000 m2
Jendela Nako
@
150,000.00
165,000.00
0.0200 kg
paku biasa 1/2" - 1"
@
11,825.00
236.50
0.0250 m3
Besi Strip
@
18,000.00
450.00
0.2000 oh
pekerja
@
45,000.00
0.2000 oh
tukang kayu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0010 oh
mandor
@
60,000.00 JUMLAH
K. 6.6.18
1 M' PASANG TALANG DATAR, SENG BLJS 28 0.5000 Lbr Seng plat 3' x 6' bljs 28
165,686.50
@
35,000.00
0.0150 kg
paku biasa 1/2" - 1"
@
11,825.00
177.38
0.0096 m3
Kayu ulin, papan
@
1,737,571.94
16,680.69
0.2500 kg
Flincote / Meni Besi
@
25,000.00
6,250.00
0.1500 oh
pekerja
@
45,000.00
0.4000 oh
tukang kayu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0013 oh
mandor
@
40,608.07
1 M' PASANG TALANG MIRING, SENG BLJS 28 0.5000 Lbr
Seng plat 3' x 6' bljs 28
@
35,000.00
0.0150 kg
paku biasa 1/2" - 1"
@
11,825.00
177.38
0.0190 m3
Kayu ulin, papan
@
1,737,571.94
33,013.87
0.3000 kg
Flincote / Meni Besi
@
25,000.00
7,500.00
0.0400 oh
pekerja
@
45,000.00
0.4000 oh
tukang kayu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0013 oh
mandor
@
58,191.24
1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 28 0.3000 lbr
Seng plat 3' x 6' bljs 28
@
35,000.00
0.1000 kg
paku biasa 1/2" - 1"
@
11,825.00
1,182.50
0.0190 m3
Kayu ulin, papan
@
1,737,571.94
33,013.87
0.5000 kg
besi Strip
@
18,000.00
9,000.00
0.1500 oh
pekerja
@
45,000.00
0.2500 oh
tukang kayu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0013 oh
mandor
@
10,500.00
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
17,500.00
60,000.00 JUMLAH
K. 6.6.20
17,500.00
60,000.00 JUMLAH
K. 6.6.19
16,500.00
53,696.37
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K. 6.6.21
1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 24 0.5000 m2
Seng plat 3' x 6' bljs 28
@
35,000.00
0.0150 kg
paku biasa 1/2" - 1"
@
11,825.00
17,500.00 177.38
0.0190 m3
Kayu ulin, papan
@
1,737,571.94
33,013.87
0.3000 kg
besi Strip
@
18,000.00
5,400.00
0.0400 oh
pekerja
@
45,000.00
0.4000 oh
tukang kayu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0013 oh
mandor
@
60,000.00 JUMLAH
56,091.24
L. PEKERJAAN KUNCI DAN KACA
L. 6.6.1
1 BUAH PASANG KUNCI TANAM ANTIK 1.0000 Bh
Kunci tanam antik
@
125,000.00
0.0600 oh
Pekerja
@
45,000.00
0.6000 oh
Tukang Kayu
@
55,000.00
0.0600 oh
kepala tukang
@
60,000.00
0.0030 oh
mandor
@
60,000.00 JUMLAH
L. 6.6.2
1 BUAH PASANG KUNCI TANAM BIASA 1.0000 Bh Kunci tanam biasa
@
150,000.00
0.0100 oh
Pekerja
@
45,000.00
0.0500 oh
Tukang Kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0050 oh
mandor
@
125,000.00
L. 6.6.4
150,000.00
60,000.00 JUMLAH
L. 6.6.3
125,000.00
150,000.00
1 BUAH PASANG KUNCI KAMAR MANDI 1.0000 Bh
Kunci tanam kamar mandi
@
65,000.00
0.0050 oh
Pekerja
@
45,000.00
0.5000 oh
Tukang Kayu
@
55,000.00
0.0050 oh
kepala tukang
@
60,000.00
0.0025 oh
mandor
@
60,000.00 JUMLAH
65,000.00
65,000.00
1 BUAH PASANG KUNCI SILINDER 1.0000 Bh
Kunci Silinder
@
0.0050 oh
Pekerja
@
45,000.00
0.5000 oh
Tukang Kayu
@
55,000.00
0.0050 oh
kepala tukang
@
60,000.00
0.0003 oh
mandor
@
-
60,000.00 JUMLAH
L. 6.6.5
1.0000 Bh
Engsel Pintu
@
25,000.00
0.0150 oh
Pekerja
@
45,000.00
0.1500 oh
Tukang Kayu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0008 oh
mandor
@
25,000.00
60,000.00 JUMLAH
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-
1 BUAH PASANG ENGSEL PINTU
25,000.00
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L. 6.6.6
1 BUAH PASANG ENGSEL JENDELA KUPU - KUPU 1.0000 Bh
Engsel Jendela
@
20,000.00
0.0100 oh
Pekerja
@
45,000.00
0.1000 oh
Tukang Kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0005 oh
mandor
@
60,000.00 JUMLAH
L. 6.6.7
20,000.00
20,000.00
1 BUAH PASANG ENGSEL ANGIN 1.0000 Bh
Engsel angin
@
0.0200 oh
Pekerja
@
45,000.00
0.2000 oh
Tukang Kayu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0100 oh
mandor
@
-
60,000.00 JUMLAH
L. 6.6.8
-
1 BUAH PASANG SPRING KNIP/GRNDEL JENDELA 1.0000 Bh
Spring Knip
@
0.0150 oh
Pekerja
@
45,000.00
0.1500 oh
Tukang Kayu
@
55,000.00
0.0150 oh 0.0008 oh
kepala tukang mandor
@ @
60,000.00 60,000.00
-
JUMLAH L. 6.6.9
-
1 BUAH PASANG KAIT ANGIN 1.0000 Bh
Kait angin
@
8,000.00
0.0150 oh
Pekerja
@
45,000.00
0.1500 oh
Tukang Kayu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0008 oh
mandor
@
60,000.00 JUMLAH
L. 6.6.10
8,000.00
8,000.00
1 BUAH PASANG DOOR CLOSER 1.0000 Bh
Door Closer
@
0.0500 oh 0.5000 oh
Pekerja Tukang Kayu
@ @
45,000.00 55,000.00
0.0500 oh
kepala tukang
@
60,000.00
0.0025 oh
mandor
@
-
60,000.00 JUMLAH
L. 6.6.11
-
1 BUAH PASANG KUNCI SELOT 1.0000 Bh
Kunci selot
@
0.0200 oh
Pekerja
@
45,000.00
0.2000 oh
Tukang Kayu
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0010 oh
mandor
@
-
60,000.00 JUMLAH
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L. 6.6.12
1 BUAH PASANG PEGANGAN PINTU / DOOR HOLDER 1.0000 Bh
Door Holder
@
0.0500 oh
Pekerja
@
45,000.00
0.5000 oh
Tukang Kayu
@
55,000.00
0.0500 oh
kepala tukang
@
60,000.00
0.0025 oh
mandor
@
-
60,000.00 JUMLAH
L. 6.6.13
-
1 BUAH PASANG DOOR STOP 1.0000 Bh
Door Stop
@
0.0100 oh
Pekerja
@
45,000.00
0.1000 oh
Tukang Kayu
@
55,000.00
0.0100 oh
kepala tukang
@
60,000.00
0.0005 oh
mandor
@
-
60,000.00 JUMLAH
L. 6.6.14
-
1 BUAH PASANG REL PINTU DORONG 1.0000 Bh
Rel pintu dorong
@
0.0600 oh
Pekerja
@
45,000.00
0.6000 oh
Tukang Kayu
@
55,000.00
0.0600 oh 0.0030 oh
kepala tukang mandor
@ @
60,000.00 60,000.00
-
JUMLAH L. 6.6.15
-
1 BUAH PASANG KUNCI LEMARI 1.0000 Bh
Kunci Lemari
@
25,000.00
0.0250 oh
Pekerja
@
45,000.00
0.2500 oh
Tukang Kayu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0013 oh
mandor
@
60,000.00 JUMLAH
L. 6.6.16
25,000.00
1 M2 PASANG KACA, TEBAL 3 MM 1.1000 m2
kaca
@
48,000.00
0.0150 oh 0.1500 oh
Pekerja Tukang Kayu
@ @
45,000.00 55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0008 oh
mandor
@
52,800.00
1 M2 PASANG KACA, TEBAL 5 MM 1.1000 m2
Kaca
@
80,000.00
0.0150 oh
Pekerja
@
45,000.00
0.1500 oh
Tukang Kayu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0008 oh
mandor
@
88,000.00
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
52,800.00
60,000.00 JUMLAH
L. 6.6.17
25,000.00
88,000.00
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L. 6.6.18
1 M2 PASANG KACA, TEBAL 8 MM
16,000.00
1.1000 m2
Kaca
@
128,000.00
0.0165 oh
Pekerja
@
45,000.00
0.1650 oh
Tukang Kayu
@
55,000.00
0.0165 oh
kepala tukang
@
60,000.00
0.0008 oh
mandor
@
60,000.00 JUMLAH
L. 6.6.19
140,800.00
1 M2 PASANG KACA GELAP, TEBAL 5 MM 1.1000 m2
kaca gelap
@
0.0500 kg
Sealent
@
95,000.00
0.0250 oh
Pekerja
@
45,000.00
0.2500 oh
Tukang Kayu
@
55,000.00
0.0250 oh
kepala tukang
@
60,000.00
0.0013 oh
mandor
@
104,500.00
-
60,000.00 JUMLAH
L. 6.6.20
104,500.00
1 M2 PASANG KACA CERMIN, TEBAL 5 MM 1.1000 m2
Kaca cermin
@
95,000.00
0.0150 oh
Pekerja
@
45,000.00
0.1500 oh 0.0150 oh
Tukang Kayu kepala tukang
@ @
55,000.00 60,000.00
0.0008 oh
mandor
@
104,500.00
1 M2 PASANG KACA CERMIN, TEBAL 6 MM 1.1000 m2
Kaca cermin
@
114,000.00
0.0150 oh
Pekerja
@
45,000.00
0.1500 oh
Tukang Kayu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0008 oh
mandor
@
125,400.00
1 M2 PASANG KACA CERMIN, TEBAL 8 MM 1.0000 m2 0.0165 oh
Kaca cermin Pekerja
@ @
152,000.00 45,000.00
0.1650 oh
Tukang Kayu
@
55,000.00
0.0165 oh
kepala tukang
@
60,000.00
0.0008 oh
mandor
@
152,000.00
60,000.00 JUMLAH
L. 6.6.23
125,400.00
60,000.00 JUMLAH
L. 6.6.22
104,500.00
60,000.00 JUMLAH
L. 6.6.21
140,800.00
152,000.00
1 M2 PASANG KACA " WIREGLASS", TEBAL 5 MM 1.1000 m2
Kaca Wireglass
@
0.0150 oh
Pekerja
@
45,000.00
0.1500 oh
Tukang Kayu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0008 oh
mandor
@
-
60,000.00 JUMLAH
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L. 6.6.24
1 M2 PASANG KACA PATRI, TEBAL 5 MM 1.1000 m2
Kaca Patri
@
250,000.00
0.0150 oh
Pekerja
@
45,000.00
0.1500 oh
Tukang Kayu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0008 oh
mandor
@
275,000.00
60,000.00 JUMLAH
275,000.00
M. PEKERJAAN PENUTUP LANTAI & D INDING
M.6.6.1 0.04
1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 40 X 40 CM 6.6300 Bh
Ubin abu-abu 40 x 40 cm
@
7,466.06
49,500.00
9.8000 kg
Semen portland
@
860.00
8,428.00
0.0215 m3
Pasir pasang
@
249,567.03
5,365.69
0.2500 oh
pekerja
@
45,000.00
0.1200 oh
tukang batu
@
55,000.00
0.0120 oh
kepala tukang
@
60,000.00
0.0125 oh
mandor
@
60,000.00 JUMLAH
M.6.6.2 0.09
63,293.69
1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 30 X 30 CM 11.8700 Bh
Ubin abu-abu 30 x 30 cm
@
3,454.09
41,000.00
10.0000 kg
semen portland
@
860.00
8,600.00
0.0215 m3
pasir pasang
@
249,567.03
5,365.69
0.2600 oh
pekerja
@
45,000.00
0.1250 oh
tukang batu
@
55,000.00
0.0125 oh
kepala tukang
@
60,000.00
0.0130 oh
mandor
@
60,000.00 JUMLAH
M.6.6.3 0.09
1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 20 X 20 CM 26.5000 Bh 10.4000 kg
Ubin abu-abu 20 x 20 cm semen portland
@ @
1,660.38 860.00
44,000.00 8,944.00
0.0135 m3
pasir pasang
@
249,567.03
3,369.15
0.2700 oh
pekerja
@
45,000.00
0.1300 oh
tukang batu
@
55,000.00
0.0130 oh
kepala tukang
@
60,000.00
0.0135 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
54,965.69
56,313.15
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M.6.6.4 0.09
1 M2 PASANG LANTAI UBIN WARNA UKURAN 40 X 40 CM 6.6300 Bh
Ubin Warna 40 x 40 cm
@
7,466.06
49,500.00
8.1600 kg
semen portland
@
860.00
7,017.60
0.0230 m3
pasir pasang
@
249,567.03
5,740.04
0.9000 kg
Semen warna
@
1,600.00
1,440.00
0.2500 oh
pekerja
@
45,000.00
0.1200 oh
tukang batu
@
55,000.00
0.0120 oh
kepala tukang
@
60,000.00
0.0125 oh
mandor
@
60,000.00 JUMLAH
M.6.6.5 0.09
M.6.6.6 0.09
63,697.64
1 M2 PASANG LANTAI UBIN WARNA UKURAN 30 x 30 CM 11.8700 Bh
Ubin Warna 30 x 30 cm
@
3,117.10
37,000.00
8.3600 kg
semen portland
@
860.00
7,189.60
0.0230 m3
pasir pasang
@
249,567.03
5,740.04
0.9000 kg
Semen warna
@
1,600.00
1,440.00
0.2500 oh
pekerja
@
45,000.00
0.1200 oh
tukang batu
@
55,000.00
0.0120 oh
kepala tukang
@
60,000.00
0.0125 oh
mandor
@
60,000.00 JUMLAH
51,369.64
1 M2 PASANG LANTAI UBIN WARNA UKURAN 20 x 20 CM 26.5000 Bh
Ubin Warna 20 x 20 cm
@
1,660.38
44,000.00
8.7600 kg
semen portland
@
860.00
7,533.60
0.0230 m3
pasir pasang
@
249,567.03
5,740.04
0.9000 kg
Semen warna
@
1,600.00
1,440.00
0.2700 oh
pekerja
@
45,000.00
0.1300 oh
tukang batu
@
55,000.00
0.0130 oh
kepala tukang
@
60,000.00
0.0135 oh
mandor
@
60,000.00 JUMLAH
M.6.6.7 0.09
1 M2 PASANG LANTAI UBIN TERASO UKURAN 40 x 40 CM 6.2500 Bh Ubin teraso 40 x 40 cm
@
10,000.00
62,500.00
8.8000 kg
semen portland
@
860.00
7,568.00
0.0215 m3
pasir pasang
@
249,567.03
5,365.69
0.9000 kg
Semen warna
@
1,600.00
1,440.00
0.2500 oh
pekerja
@
45,000.00
0.1200 oh
tukang batu
@
55,000.00
0.0120 oh
kepala tukang
@
60,000.00
0.0125 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
58,713.64
76,873.69
96/160
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SNI LENGKAP 2006 - slide pdf.c om
M.6.6.8 0.09
1 M2 PASANG LANTAI UBIN TERASO UKURAN 30 x 30 CM 11.8700 Bh
Ubin teraso 30 x 30 cm
@
6,000.00
71,220.00
10.0000 kg
semen portland
@
860.00
8,600.00
0.0215 m3
pasir pasang
@
249,567.03
5,365.69
1.5400 kg
Semen warna
@
1,600.00
2,464.00
0.2600 oh
pekerja
@
45,000.00
0.1250 oh
tukang batu
@
55,000.00
0.0125 oh
kepala tukang
@
60,000.00
0.0130 oh
mandor
@
60,000.00 JUMLAH
M.6.6.9 0.09
M.6.6.10 0.09
87,649.69
1 M2 PASANG LANTAI UBIN GRANITO UKURAN 40 X 40 CM 6.9300 Bh
Ubin granito 40 x 40 cm
@
15,000.00
103,950.00
9.8000 kg
semen portland
@
860.00
8,428.00
0.0215 m3
pasir pasang
@
249,567.03
5,365.69
1.3000 kg
Semen warna
@
1,600.00
2,080.00
0.2500 oh
pekerja
@
45,000.00
0.1200 oh
tukang batu
@
55,000.00
0.0120 oh
kepala tukang
@
60,000.00
0.0125 oh
mandor
@
60,000.00 JUMLAH
119,823.69
1 M2 PASANG LANTAI UBIN GRANITO UKURAN 30 X 30 CM 11.8700 Bh
Ubin granito 30 x 30 cm
@
9,000.00
106,830.00
10.0000 kg
semen portland
@
860.00
8,600.00
0.0215 m3
pasir pasang
@
249,567.03
5,365.69
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.2600 oh
pekerja
@
45,000.00
0.1250 oh
tukang batu
@
55,000.00
0.0125 oh
kepala tukang
@
60,000.00
0.0130 oh
mandor
@
60,000.00 JUMLAH
M.6.6.11 0.09
1 M2 PASANG LANTAI UBIN TERALUX KERANG UKURAN 40 X 40 CM 6.2500 Bh Ubin teralux terang 40 x 40 cm
@
-
8.8000 kg
semen portland
@
860.00
7,568.00
0.0215 m3
pasir pasang
@
249,567.03
5,365.69
1.3000 kg
Semen warna
@
1,600.00
2,080.00
0.2500 oh
pekerja
@
45,000.00
0.1200 oh
tukang batu
@
55,000.00
0.0120 oh
kepala tukang
@
60,000.00
0.0125 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
123,195.69
15,013.69
97/160
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SNI LENGKAP 2006 - slide pdf.c om
M.6.6.12 0.09
1 M2 PASANG LANTAI UBIN TERALUX TERANG UKURAN 30 X 30 CM 11.8070 Bh
Ubin teralux terang 30 x 30 cm
@
-
10.0000 kg
semen portland
@
860.00
8,600.00
0.0215 m3
pasir pasang
@
249,567.03
5,365.69
1.1250 kg
Semen warna
@
1,600.00
1,800.00
0.2500 oh
pekerja
@
45,000.00
0.1200 oh
tukang batu
@
55,000.00
0.0120 oh
kepala tukang
@
60,000.00
0.0125 oh
mandor
@
60,000.00 JUMLAH
M.6.6.13 0.09
M.6.6.14 0.09
15,765.69
1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 60 X 60 CM 5.6000 Bh
Ubin teralux marmer 60 x 60 cm
@
-
8.1900 kg
semen portland
@
860.00
7,043.40
0.0450 m3
pasir pasang
@
249,567.03
11,230.52
1.0000 kg
Semen warna
@
1,600.00
1,600.00
0.2500 oh
pekerja
@
45,000.00
0.1200 oh
tukang batu
@
55,000.00
0.0120 oh
kepala tukang
@
60,000.00
0.0125 oh
mandor
@
60,000.00 JUMLAH
19,873.92
1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 40 X 40 CM 6.2500 Bh
Ubin teralux marmer 40 x 40 cm
@
-
8.8000 kg
semen portland
@
860.00
7,568.00
0.0215 m3
pasir pasang
@
249,567.03
5,365.69
1.3000 kg
Semen warna
@
1,600.00
2,080.00
0.6720 oh
pekerja
@
45,000.00
0.2240 oh
tukang batu
@
55,000.00
0.0220 oh
kepala tukang
@
60,000.00
0.0340 oh
mandor
@
60,000.00 JUMLAH
M.6.6.15 0.09
1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 30 X 30 CM 11.8700 Bh Ubin teralux marmer 30 x 30 cm
-
semen portland
@
860.00
8,600.00
0.0250 m3
pasir pasang
@
249,567.03
6,239.18
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.7000 oh
pekerja
@
45,000.00
0.3400 oh
tukang batu
@
55,000.00
0.0340 oh
kepala tukang
@
60,000.00
0.0350 oh
mandor
@
10.0000 kg
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
15,013.69
17,239.18
98/160
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M.6.6.16 0.09
1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 15 X 20 CM 5.3000 Bh
Plint Ubin 15 x 20 cm
@
1,660.38
8,800.00
1.5600 kg
semen portland
@
860.00
1,341.60
0.0040 m3
pasir pasang
@
249,567.03
998.27
0.0600 oh
pekerja
@
45,000.00
0.0300 oh
tukang batu
@
55,000.00
0.0030 oh
kepala tukang
@
60,000.00
0.0030 oh
mandor
@
60,000.00 JUMLAH
M.6.6.17 0.09
11,139.87
1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 10 X 30 CM 3.5300 Bh
Plint Ubin 10 x 30 cm
@
1,151.36
4,064.31
1.5600 kg
semen portland
@
860.00
1,341.60
0.0030 m3
pasir pasang
@
249,567.03
748.70
0.0600 oh
pekerja
@
45,000.00
0.0300 oh
tukang batu
@
55,000.00
0.0030 oh
kepala tukang
@
60,000.00
0.0030 oh
mandor
@
60,000.00 JUMLAH
M.6.6.18 0.09
1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 10 X 40 CM 2.6500 Bh Plint Ubin 10 x 40 cm
6,154.61
@
1,866.52
4,946.27
1.5600 kg
semen portland
@
860.00
1,341.60
0.0030 m3
pasir pasang
@
249,567.03
748.70
0.0600 oh
pekerja
@
45,000.00
0.0300 oh
tukang batu
@
55,000.00
0.0030 oh
kepala tukang
@
60,000.00
0.0030 oh
mandor
@
60,000.00 JUMLAH
M.6.6.19 0.09
7,036.57
1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 20 CM 5.3000 Bh
Plint Ubin Pc Warna 10 x 20 cm
@
830.19
4,400.00
1.2000 kg
semen portland
@
860.00
1,032.00
0.0030 m3 0.1900 kg
pasir pasang Semen warna
@ @
249,567.03 1,600.00
748.70 304.00
0.0600 oh
pekerja
@
45,000.00
0.0300 oh
tukang batu
@
55,000.00
0.0030 oh
kepala tukang
@
60,000.00
0.0030 oh
mandor
@
60,000.00 JUMLAH
M.6.6.20 0.09
3.3300 Bh
Plint Ubin Pc Warna 10 x 30 cm
@
1,039.03
3,459.98
1.6500 kg
semen portland
@
860.00
1,419.00
0.0032 m3
pasir pasang
@
249,567.03
798.61
0.1000 kg
Semen warna
@
1,600.00
160.00
0.0600 oh
pekerja
@
45,000.00
0.0300 oh
tukang batu
@
55,000.00
0.0030 oh
kepala tukang
@
60,000.00
0.0030 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
6,484.70
1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 30 CM
5,837.60
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M.6.6.21 0.09
1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 40 CM 2.6500 Bh
Plint Ubin Pc Warna 10 x 40 cm
@
1,866.52
4,946.27
1.2000 kg
semen portland
@
860.00
1,032.00
0.0030 m3
pasir pasang
@
249,567.03
748.70
0.1000 kg
Semen warna
@
1,600.00
160.00
0.0800 oh
pekerja
@
45,000.00
0.0400 oh
tukang batu
@
55,000.00
0.0040 oh
kepala tukang
@
60,000.00
0.0040 oh
mandor
@
60,000.00 JUMLAH
M.6.6.22 0.09
M.6.6.23 0.09
6,886.97
1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 30 CM 3.5300 Bh
Plint Ubin Teraso 10 x 30 cm
@
2,000.00
7,060.00
1.5600 kg
semen portland
@
860.00
1,341.60
0.0030 m3
pasir pasang
@
249,567.03
748.70
0.1900 kg
Semen warna
@
1,600.00
304.00
0.0800 oh
pekerja
@
45,000.00
0.0400 oh
tukang batu
@
55,000.00
0.0040 oh
kepala tukang
@
60,000.00
0.0040 oh
mandor
@
60,000.00 JUMLAH
9,454.30
1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 40 CM 2.6500 Bh
Plint Ubin Teraso 10 x 40 cm
@
2,500.00
6,625.00
1.2000 kg
semen portland
@
860.00
1,032.00
0.0030 m3
pasir pasang
@
249,567.03
748.70
1.0000 kg
Semen warna
@
1,600.00
1,600.00
0.0800 oh
pekerja
@
45,000.00
0.0400 oh
tukang batu
@
55,000.00
0.0040 oh
kepala tukang
@
60,000.00
0.0040 oh
mandor
@
60,000.00 JUMLAH
M.6.6.24 0.09
1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 40 CM 2.6500 Bh Plint Ubin Granito 10 x 40 cm
@
3,750.00
9,937.50
1.2000 kg
semen portland
@
860.00
1,032.00
0.0030 m3
pasir pasang
@
249,567.03
748.70
1.0000 kg
Semen warna
@
1,600.00
1,600.00
0.0600 oh
pekerja
@
45,000.00
0.0300 oh
tukang batu
@
55,000.00
0.0030 oh
kepala tukang
@
60,000.00
0.0030 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
10,005.70
13,318.20
100/160
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M.6.6.25 0.09
1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 30 CM 3.3300 Bh
Plint Ubin Granito 10 x 30 cm
@
3,000.00
9,990.00
1.6500 kg
semen portland
@
860.00
1,419.00
0.0032 m3
pasir pasang
@
249,567.03
798.61
0.1000 kg
Semen warna
@
1,600.00
160.00
0.9000 oh
pekerja
@
45,000.00
0.0900 oh
tukang batu
@
55,000.00
0.0090 oh
kepala tukang
@
60,000.00
0.0045 oh
mandor
@
60,000.00 JUMLAH
M.6.6.26 0.09
M.6.6.27 0.09
12,367.61
1M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 40 CM 2.5000 Bh
plint Ubin teralux kerang 10 x 40 cm
@
-
-
1.6500 kg
semen portland
@
860.00
1,419.00
0.0032 m3
pasir pasang
@
249,567.03
798.61
0.1000 kg
Semen warna
@
1,600.00
160.00
0.9000 oh
pekerja
@
45,000.00
0.0900 oh
tukang batu
@
55,000.00
0.0090 oh
kepala tukang
@
60,000.00
0.0045 oh
mandor
@
60,000.00 JUMLAH
2,377.61
1 M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 30 CM 3.3300 Bh
plint Ubin teralux kerang 10 x 30 cm
@
-
-
1.6500 kg
semen portland
@
860.00
1,419.00
0.0032 m3
pasir pasang
@
249,567.03
798.61
0.1000 kg
Semen warna
@
1,600.00
160.00
0.9000 oh
pekerja
@
45,000.00
0.0900 oh
tukang batu
@
55,000.00
0.0090 oh
kepala tukang
@
60,000.00
0.0045 oh
mandor
@
60,000.00 JUMLAH
M.6.6.28 0.09
1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 60 CM 1.7000 Bh Plint Ubin teralux marmer 10 x 60 cm
@
-
-
1.6500 kg
semen portland
@
860.00
1,419.00
0.0032 m3
pasir pasang
@
249,567.03
798.61
0.1000 kg
Semen warna
@
1,600.00
160.00
0.9000 oh
pekerja
@
45,000.00
0.0900 oh
tukang batu
@
55,000.00
0.0090 oh
kepala tukang
@
60,000.00
0.0045 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
2,377.61
2,377.61
101/160
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M.6.6.29 0.09
1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 40 CM 2.5000 Bh
Plint Ubin teralux marmer 10 x 40 cm
@
-
-
1.6500 kg
semen portland
@
860.00
1,419.00
0.0032 m3
pasir pasang
@
249,567.03
798.61
0.1000 kg
Semen warna
@
1,600.00
160.00
0.9000 oh
pekerja
@
45,000.00
0.0900 oh
tukang batu
@
55,000.00
0.0090 oh
kepala tukang
@
60,000.00
0.0045 oh
mandor
@
60,000.00 JUMLAH
M.6.6.30 0.09
M.6.6.31 0.09
2,377.61
1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 30 CM 3.3000 Bh
Plint Ubin teralux marmer 10 x 30 cm
@
-
-
1.6500 kg
semen portland
@
860.00
1,419.00
0.0032 m3
pasir pasang
@
249,567.03
798.61
0.1000 kg
Semen warna
@
1,600.00
160.00
0.9000 oh
pekerja
@
45,000.00
0.0900 oh
tukang batu
@
55,000.00
0.0090 oh
kepala tukang
@
60,000.00
0.0045 oh
mandor
@
60,000.00 JUMLAH
2,377.61
1 M2 PASANG TERASO COR DITEMPAT 0.0036 m3
Bahan Teraso Cor
@
0.9000 oh
pekerja
@
45,000.00
0.0900 oh
tukang batu
@
55,000.00
0.0090 oh
kepala tukang
@
60,000.00
0.0045 oh
mandor
@
-
60,000.00 JUMLAH
M.6.6.32 0.09
-
1 M2 PASANG TERALUC COR DITEMPAT, TEBAL 3 CM 0.0036 m3
Bahan Teraluc cor
@
0.9000 oh
pekerja
@
45,000.00
0.0900 oh 0.0090 oh
tukang batu kepala tukang
@ @
55,000.00 60,000.00
0.0045 oh
mandor
@
-
60,000.00 JUMLAH
M.6.6.33 0.09
1.0500 m2
Ubin tahan asam
@
semen tahan asam
@
-
0.0400 m2
pasir pasang
@
249,567.03
9,982.68
0.2700 oh
pekerja
@
45,000.00
0.1500 oh
tukang batu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0135 oh
mandor
@
14.1400 kg
-
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
-
1 M2 PASANG UBIN TAHAN ASAM
9,982.68
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M.6.6.34 0.09
1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 20 CM 50.0000 bh
ubin keramik artistik 10 x 20 cm
@
1,200.00
11.3800 kg
semen portland
@
860.00
9,786.80
0.0420 m2
pasir pasang
@
249,567.03
10,481.82
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6200 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
0.09 M.6.6.35 0.09
100.0000 bh
ubin keramik artistik 10 x 10 cm
@
750.00
semen portland
@
860.00
9,786.80
0.0420 m2
pasir pasang
@
249,567.03
10,481.82
2.0000 kg
Semen warna
@
1,600.00
3,200.00
0.6200 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
60,000.00 JUMLAH
100.0000 m2
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
98,468.62
ubin keramik artistik 5 x 20 cm
@
600.00
semen portland
@
860.00
9,786.80
0.0420 m2
pasir pasang
@
249,567.03
10,481.82
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6200 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
0.09
0.09
75,000.00
1 M2 PASANG LANTAI KERAMIK ARTISTIK 5 X 20 CM 11.3800 kg
M.6.6.37 0.09
82,668.62
1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 10 CM
0.09 0.09
60,000.00 JUMLAH
11.3800 kg
M.6.6.36
60,000.00
60,000.00 JUMLAH
1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 20 CM 5.0000 m2 Plint keramik artistik 10 x 20 cm
60,000.00
82,668.62
@
1,200.00
6,000.00
1.6500 kg
semen portland
@
860.00
1,419.00
0.0032 m2
pasir pasang
@
249,567.03
798.61
0.1000 kg
Semen warna
@
1,600.00
160.00
0.0900 oh
pekerja
@
45,000.00
0.0900 oh
tukang batu
@
55,000.00
0.0090 oh
kepala tukang
@
60,000.00
0.0045 oh
mandor
@
60,000.00 JUMLAH
8,377.61
103/160
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SNI LENGKAP 2006 - slide pdf.c om
M.6.6.38 0.09
1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 10 CM 5.0000 m2
Plint keramik artistik 10 x 10 cm
@
750.00
3,750.00
1.6500 kg
semen portland
@
860.00
1,419.00
0.0032 m2
pasir pasang
@
249,567.03
798.61
0.1200 kg
Semen warna
@
1,600.00
192.00
0.0900 oh
pekerja
@
45,000.00
0.0900 oh
tukang batu
@
55,000.00
0.0090 oh
kepala tukang
@
60,000.00
0.0045 oh
mandor
@
0.09 M.6.6.39 0.09
0.09 M.6.6.40 0.09
0.09
5.0000 m2
Plint keramik artistik 5 x 20 cm
@
600.00
3,000.00
0.8500 kg
semen portland
@
860.00
731.00
0.0022 m2
pasir pasang
@
249,567.03
549.05
0.0800 kg
Semen warna
@
1,600.00
128.00
0.0900 oh
pekerja
@
45,000.00
0.0900 oh
tukang batu
@
55,000.00
0.0090 oh
kepala tukang
@
60,000.00
0.0045 oh
mandor
@
0.09
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
60,000.00 JUMLAH
4,408.05
1 M' INTERNAL COVE ARTISTIK ( 5 X 5 X 20 ) CM 10.0000 m2
Interval cove ( 5 x 5 x 20 ) cm
@
-
1.4150 kg
semen portland
@
860.00
1,216.90
0.0390 m2
pasir pasang
@
249,567.03
9,733.11
1.2000 kg
Semen warna
@
1,600.00
1,920.00
0.7500 oh
pekerja
@
45,000.00
0.4500 oh
tukang batu
@
55,000.00
0.0450 oh
kepala tukang
@
60,000.00
0.0375 oh
mandor
@
60,000.00 JUMLAH
12,870.01
1 M' PASANG PLINT VINYL TANPA ADUKAN 3.5000 Bh 0.0800 kg
Lt vinyl karet 30 x 30 kwl Lem vinyl
@ @
0.0800 oh
pekerja
@
45,000.00
0.0800 oh
tukang batu
@
55,000.00
0.0080 oh
kepala tukang
@
60,000.00
0.0040 oh
mandor
@
0.09 M.6.6.42
6,159.61
1 M2 PASANG PLINT KERAMIK ARTISTIK 5 X 20 CM
0.09 M.6.6.41
60,000.00 JUMLAH
-
60,000.00 JUMLAH
-
1 M2 PASANG LANTAI KERAMIK 10 X 20 CM 50.0000 Bh
Ubin keramik artistik 10 x 20 cm
@
700.00
11.3000 kg
semen portland
@
860.00
35,000.00 9,718.00
0.0420 m2
pasir pasang
@
249,567.03
10,481.82
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6200 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
60,000.00 JUMLAH
57,599.82
104/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
M.6.6.43 0.09
1 M2 PASANG LANTAI KERAMIK 15 X 15 CM 44.0000 Bh
Ubin keramik 15 x 15 cm
@
850.00
11.3800 kg
semen portland
@
860.00
9,786.80
0.0420 m2
pasir pasang
@
249,567.03
10,481.82
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6200 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
0.09 M.6.6.44 0.09
0.09
25.0000 Bh
Ubin keramik 20 x 20 cm
@
1,760.00
11.3800 kg
semen portland
@
860.00
9,786.80
0.0420 m2
pasir pasang
@
249,567.03
10,481.82
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6200 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
44,000.00
66,668.62
1 M2 PASANG LANTAI KERAMIK 25 X 25 CM 16.0000 Bh
Ubin keramik 25 x 25 cm
@
2,750.00
11.3800 kg
semen portland
@
860.00
9,786.80
0.0420 m2
pasir pasang
@
249,567.03
10,481.82
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6200 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
1 M2 PASANG LANTAI KERAMIK 15 X 20 CM 35.0000 Bh Ubin keramik 15 x 20 cm
44,000.00
60,000.00 JUMLAH
66,668.62
@
1,257.14
semen portland
@
860.00
9,786.80
0.0420 m2
pasir pasang
@
249,567.03
10,481.82
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6200 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
11.3800 kg
0.09
60,068.62
1 M2 PASANG LANTAI KERAMIK 20 X 20 CM
0.09 M.6.6.46 0.09
60,000.00 JUMLAH
0.09 M.6.6.45
37,400.00
44,000.00
60,000.00 JUMLAH
66,668.62
105/160
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SNI LENGKAP 2006 - slide pdf.c om
M.6.6.47 0.09
1 M2 PASANG LANTAI KERAMIK 30 x 30 CM 11.1111 Bh
Ubin keramik 30 x 30 cm
@
3,330.00
11.3800 kg
semen portland
@
860.00
9,786.80
0.0420 m2
pasir pasang
@
249,567.03
10,481.82
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6200 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
0.09 M.6.6.48 0.09
0.09
11.1111 Bh
Ubin keramik 30 X 30 cm Anti slip
@
3,690.00
11.3800 kg
semen portland
@
860.00
9,786.80
0.0420 m2
pasir pasang
@
249,567.03
10,481.82
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6200 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
41,000.00
63,668.62
1 M2 PASANG LANTAI KERAMIK 10 x 33 CM 33.0000 Bh
Ubin keramik 10 x 33 cm
@
1,121.21
11.3800 kg
semen portland
@
860.00
9,786.80
0.0420 m2
pasir pasang
@
249,567.03
10,481.82
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6200 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
1 M2 PASANG LANTAI MOSAIK 30 X 30 CM, EX. LOKAL 12.0000 Bh Mosaik 30 x 30 cm
37,000.00
60,000.00 JUMLAH
@
59,668.62
-
semen portland
@
860.00
12,169.00
0.0390 m2
pasir pasang
@
249,567.03
9,733.11
2.0000 kg
Semen warna
@
1,600.00
3,200.00
0.6200 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
14.1500 kg
0.09
59,668.62
1 M2 PASANG LANTAI KERAMIK 30 x 30 CM ANTI SLIP
0.09 M.6.6.50 0.09
60,000.00 JUMLAH
0.09 M.6.6.49
37,000.00
60,000.00 JUMLAH
25,102.11
106/160
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M.6.6.51 0.09
1 M2 PASANG LANTAI MARMER 1.0520 Bh
Marmer
@
-
-
semen portland
@
860.00
12,169.00
0.0390 m2
pasir pasang
@
249,567.03
9,733.11
2.0000 kg
Semen warna
@
1,600.00
3,200.00
0.6200 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
14.1500 kg
0.09 M.6.6.52 0.09
1.0500 Bh
Feltex carpet 100% wool T-21
@
0.3500 kg
Lem Vinyl
@
-
0.1700 oh
pekerja
@
45,000.00
0.1700 oh
tukang batu
@
55,000.00
0.0170 oh
kepala tukang
@
60,000.00
0.0085 oh
mandor
@
0.09
1 M2 PASANG LANTAI KARPET 80 % WOOL, 20% NYLON 1.0500 Bh Carpet 80%, 20% nylon
0.09
0.09
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
-
-
60,000.00 -
@
0.3500 kg
Lem Vinyl
@
-
0.1700 oh
pekerja
@
45,000.00
0.1700 oh
tukang batu
@
55,000.00
0.0170 oh
kepala tukang
@
60,000.00
0.0085 oh
mandor
@
-
-
60,000.00 JUMLAH
-
1 M2 PASANG UNDRLYER, TEBAL 6 MM 1.0500 Bh
Underlyer tebal 6 mm / rubber corrugated
@
0.1200 oh
pekerja
@
45,000.00
0.1200 oh
tukang batu
@
55,000.00
0.0120 oh 0.0060 oh
kepala tukang mandor
@ @
60,000.00 60,000.00
0.09 M.6.6.55
JUMLAH
0.09 M.6.6.54
25,102.11
1 M2 PASANG LANTAI KARPET 100 % WOOL
0.09 M.6.6.53 0.09
60,000.00 JUMLAH
-
JUMLAH
-
1 M2 PASANG LANTAI KARPET 1.0500 Bh
Carpet
@
0.3500 kg
Lem Vinyl
@
-
0.1700 oh
pekerja
@
45,000.00
0.1700 oh
tukang batu
@
55,000.00
0.0170 oh
kepala tukang
@
60,000.00
0.0085 oh
mandor
@
-
-
60,000.00 JUMLAH
-
107/160
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M.6.6.56 0.09
1 M2 PASANG LANTAI PARQUET JATI 1.0500 Bh
Parquet jati
@
0.3500 kg
Lem Vinyl
@
-
0.1700 oh
pekerja
@
45,000.00
0.1700 oh
tukang batu
@
55,000.00
0.0170 oh
kepala tukang
@
60,000.00
0.0085 oh
mandor
@
0.09 M.6.6.57 0.09
0.09
0.09
0.09
0.09
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
60,000.00 -
1.0500 Bh
Gymfloor
@
0.6000 kg
Lem Vinyl
@
-
0.6500 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0325 oh
mandor
@
-
-
60,000.00 JUMLAH
-
1 M2 PASANG DINDING PORSELIN 11 X 11 CM, PUTIH 83.0000 Bh
porselin 11 x 11 cm
@
1,250.00
103,750.00
9.3000 kg 0.0180 m3
Semen abu-abu pasir pasang
@ @
860.00 249,567.03
7,998.00 4,492.21
1.5000 Kg
Semen warna
@
1,600.00
2,400.00
0.6200 oh
pekerja
@
45,000.00
0.5000 oh
tukang batu
@
55,000.00
0.0500 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
60,000.00 JUMLAH
111,748.00
1 M2 PASANG DINDING PORSELIN 11 X 11 CM, WARNA 83.0000 Bh
porselin 11 x 11 cm warna
@
1,750.00
145,250.00
9.3000 Kg
Semen abu-abu
@
860.00
7,998.00
0.0180 m3
pasir pasang
@
249,567.03
4,492.21
1.5000 kg 0.6200 oh
Semen warna pekerja
@ @
1,600.00 45,000.00
2,400.00
0.5000 oh
tukang batu
@
55,000.00
0.0500 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
0.09 M.6.6.60
-
1 M2 PASANG GYMFLOOR
0.09 M.6.6.59
-
JUMLAH
0.09 M.6.6.58
60,000.00 JUMLAH
160,140.21
1 M2 PASANG DINDING PORSELIN 15 X 15 CM, PUTIH 45.0000 Bh
porselin 15 x 15 cm putih
@
2,300.00
103,500.00
9.3000 Kg
Semen abu-abu
@
860.00
7,998.00
0.0180 m3
pasir pasang
@
249,567.03
4,492.21
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6000 oh
pekerja
@
45,000.00
0.4500 oh
tukang batu
@
55,000.00
0.0450 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
60,000.00 JUMLAH
118,390.21
108/160
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M.6.6.61 0.09
1 M2 PASANG DINDING PORSELIN 15 X 15 CM, WARNA 45.0000 Bh
porselin 15 x 15 cm putih
@
2,800.00
126,000.00
9.3000 Kg
Semen abu-abu
@
860.00
7,998.00
0.0180 m3
pasir pasang
@
249,567.03
4,492.21
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6000 oh
pekerja
@
45,000.00
0.4500 oh
tukang batu
@
55,000.00
0.0450 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
0.09 M.6.6.62 0.09
0.09
50.0000 Bh
porselin 10 x 20 cm, warna
@
2,500.00
125,000.00
9.3000 Kg
Semen abu-abu
@
860.00
7,998.00
0.0180 m3
pasir pasang
@
249,567.03
4,492.21
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6000 oh
pekerja
@
45,000.00
0.4500 oh
tukang batu
@
55,000.00
0.0450 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
60,000.00 JUMLAH
0.09
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
139,890.21
1 M2 PASANG DINDING PORSELIN 20 X 20 CM, WARNA 25.0000 Bh
porselin 20 x 20 cm, warna
@
3,000.00
9.3000 Kg
Semen abu-abu
@
860.00
7,998.00
0.1800 m3
pasir pasang
@
249,567.03
44,922.07
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6000 oh
pekerja
@
45,000.00
0.4500 oh
tukang batu
@
55,000.00
0.0450 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
0.09 M.6.6.64 0.09
140,890.21
1 M2 PASANG DINDING PORSELIN 10 X 20 CM, WARNA
0.09 M.6.6.63
60,000.00 JUMLAH
60,000.00 JUMLAH
1 M2 PASANG DINDING KERAMIK ARTISTIK 10 X 20 CM 100.0000 Bh Keramik artistik 10 x 20 cm
75,000.00
130,320.07
@
1,000.00
100,000.00
9.3000 Kg
Semen abu-abu
@
860.00
7,998.00
0.0180 m3
pasir pasang
@
249,567.03
4,492.21
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6000 oh
pekerja
@
45,000.00
0.4500 oh
tukang batu
@
55,000.00
0.0450 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
60,000.00 JUMLAH
114,890.21
109/160
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SNI LENGKAP 2006 - slide pdf.c om
M.6.6.65 0.09
1 M2 PASANG DINDING KERAMIK ARTISTIK 5 X 20 CM 100.0000 Bh
Keramik artistik 5 x 20 cm
@
500.00
50,000.00
9.3000 Kg
Semen abu-abu
@
860.00
7,998.00
0.0180 m3
pasir pasang
@
249,567.03
4,492.21
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6000 oh
pekerja
@
45,000.00
0.4500 oh
tukang batu
@
55,000.00
0.0450 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
0.09 M.6.6.66 0.09
0.09
50.0000 Bh
Keramik 10 x 20 cm
@
700.00
35,000.00
9.3000 Kg
Semen abu-abu
@
860.00
7,998.00
0.0180 m3
pasir pasang
@
249,567.03
4,492.21
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6000 oh
pekerja
@
45,000.00
0.4500 oh
tukang batu
@
55,000.00
0.0450 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
60,000.00 JUMLAH
0.09
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
49,890.21
1 M2 PASANG DINDING KERAMIK 15 x 15 CM 45.0000 Bh
Keramik 15 x 15 cm
@
850.00
38,250.00
9.3000 Kg
Semen abu-abu
@
860.00
7,998.00
0.0180 m3
pasir pasang
@
249,567.03
4,492.21
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6000 oh
pekerja
@
45,000.00
0.4500 oh
tukang batu
@
55,000.00
0.0450 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
0.09 M.6.6.68 0.09
64,890.21
1 M2 PASANG DINDING KERAMIK 10 X 20 CM
0.09 M.6.6.67
60,000.00 JUMLAH
60,000.00 JUMLAH
1 M2 PASANG DINDING KERAMIK 20 x 20 CM 25.0000 Bh Keramik 20 x 20 cm
53,140.21
@
1,760.00
44,000.00
9.3000 Kg
Semen abu-abu
@
860.00
7,998.00
0.0180 m3
pasir pasang
@
249,567.03
4,492.21
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6000 oh
pekerja
@
45,000.00
0.4500 oh
tukang batu
@
55,000.00
0.0450 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
60,000.00 JUMLAH
58,890.21
110/160
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M.6.6.69 0.09
1 M2 PASANG DINDING KERAMIK 10 x 20 CM 50.0000 Bh
Keramik 10 x 20 cm
@
700.00
35,000.00
9.3000 Kg
Semen abu-abu
@
860.00
7,998.00
0.0180 m3
pasir pasang
@
249,567.03
4,492.21
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.6000 oh
pekerja
@
45,000.00
0.1250 oh
tukang batu
@
55,000.00
0.0125 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
0.09 M.6.6.70 0.09
1.0200 m2
marmer
@
-
-
2.0000 Kg
Pacu Pancing 60 x 230
@
25,000.00
50,000.00
Semen abu-abu
@
860.00
10,698.40
0.0250 m3
pasir pasang
@
249,567.03
6,239.18
1.5000 kg
Semen warna
@
1,600.00
2,400.00
0.7200 oh
pekerja
@
45,000.00
0.6500 oh
tukang batu
@
55,000.00
0.0650 oh
kepala tukang
@
60,000.00
0.0350 oh
mandor
@
60,000.00 JUMLAH
0.09 0.09
0.09
60.0000 Bh
Bata Pelapis dinding
@
550.00
33,000.00
12.4400 Kg
Semen abu-abu
@
860.00
10,698.40
0.0250 m3
pasir pasang
@
249,567.03
6,239.18
0.6500 oh
pekerja
@
45,000.00
0.5000 oh
tukang batu
@
55,000.00
0.0500 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
0.09
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
49,937.58
1 M2 PASANG DINDING BATA KLINKER 5 X 5 X 24 CM 80.0000 Bh 12.4400 Kg
Bata Pelapis klinker Semen abu-abu
@ @
550.00 860.00
44,000.00 10,698.40
0.0250 m3
pasir pasang
@
249,567.03
6,239.18
0.6200 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0350 oh
mandor
@
60,000.00 JUMLAH
60,937.58
1 M2 PASANG DINDING BATU PAROS 1.0500 m2
Batu paros
@
-
Semen abu-abu
@
860.00
10,105.00
0.0350 m3
pasir pasang
@
249,567.03
8,734.85
0.6200 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
11.7500 Kg
0.09
60,000.00 JUMLAH
0.09 M.6.6.73
69,337.58
1 M2 PASANG DINDING BATA PELAPIS 7 X 3 X 24 CM
0.09 M.6.6.72
49,890.21
1 M2 PASANG DINDING MARMER
12.4400 Kg
M.6.6.71
60,000.00 JUMLAH
60,000.00 JUMLAH
18,839.85
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M.6.6.74 0.09
1 M2 PASANG DINDING BATU TEMPEL HITAM 1.0500 m2
Batu tempel hitam
@
-
Semen abu-abu
@
860.00
10,105.00
0.0350 m3
pasir pasang
@
249,567.03
8,734.85
0.6200 oh
pekerja
@
45,000.00
0.3500 oh
tukang batu
@
55,000.00
0.0350 oh
kepala tukang
@
60,000.00
0.0300 oh
mandor
@
11.7500 Kg
0.09 M.6.6.75 0.09
0.09
11.0500 m2
Vinyl karet 30 x 30 cm KL I
@
0.3500 Kg
Lem Vinyl
@
-
0.1500 oh
pekerja
@
45,000.00
0.1500 oh
tukang batu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0075 oh
mandor
@
0.09
0.09
0.09
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
-
-
60,000.00 -
1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL II 11.0500 m2 0.3500 Kg
Vinyl karet 30 x 30 cm KL II Lem Vinyl
@ @
-
0.1500 oh
pekerja
@
45,000.00
0.1500 oh
tukang batu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0075 oh
mandor
@
-
60,000.00 JUMLAH
-
1 M2 PASANG LANTAI VINYL ASBES 30 X 30 CM 11.0500 m2
Vinyl asbes 30 x 30 cm
@
0.3500 Kg
Lem Vinyl
@
-
0.1500 oh
pekerja
@
45,000.00
0.1500 oh
tukang batu
@
55,000.00
0.0150 oh 0.0075 oh
kepala tukang mandor
@ @
60,000.00 60,000.00
0.09 M.6.6.78
JUMLAH
0.09 M.6.6.77
18,839.85
1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL I
0.09 M.6.6.76
60,000.00 JUMLAH
-
-
JUMLAH
-
1 M2 PASANG LANTAI VINYL MOTIF KEMBANG 30 X 30 CM 11.0500 m2
Vinyl motif kembang 30 x 30 cm
@
0.3500 Kg
Lem Vinyl
@
-
0.1500 oh
pekerja
@
45,000.00
0.1500 oh
tukang batu
@
55,000.00
0.0150 oh
kepala tukang
@
60,000.00
0.0075 oh
mandor
@
-
-
60,000.00 JUMLAH
-
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M.6.6.79 0.09
1 M2 PASANG WALL COVERING LEBAR 50 CM 1.1000 m2
Vinyl Wall covering, lebar 50 cm
@
0.2500 Kg
Lem
@
-
0.7500 oh
pekerja
@
45,000.00
0.1700 oh
tukang batu
@
55,000.00
0.0170 oh
kepala tukang
@
60,000.00
0.0085 oh
mandor
@
0.09 M.6.6.80 0.09
0.09
0.09
-
60,000.00 -
1 M2 FLOOR HARDENER FERROVAX 3.0000 Kg
Floor hardener ferrovax
@
0.1200 oh
pekerja
@
45,000.00
0.1200 oh
tukang batu
@
55,000.00
0.0120 oh
kepala tukang
@
60,000.00
0.0060 oh
mandor
@
-
60,000.00 JUMLAH
-
1 M2 FLOOR HARDENER MASTERCRON 5.0000 Kg
Mastercron "S"
@
0.1200 oh
pekerja
@
45,000.00
0.1200 oh 0.0120 oh
tukang batu kepala tukang
@ @
55,000.00 60,000.00
0.0060 oh
mandor
@
0.09 M.6.6.82
-
JUMLAH
0.09 M.6.6.81
-
60,000.00 JUMLAH
-
1 M2 PLINT KAYU 2 X 10 CM 0.0024 m3
kayu Jati papan
@
7,000,000.00
0.0500 Kg
Paku skrup 3,5 "
@
14,300.00
0.1200 oh
pekerja
@
45,000.00
0.1200 oh
tukang batu
@
55,000.00
0.0120 oh
kepala tukang
@
60,000.00
0.0060 oh
mandor
@
0.09
16,800.00
60,000.00 JUMLAH
16,800.00
N. PEKERJAAN CAT - CATAN N. 6.6.1 1 M2 MENGIKIS/MENGEROK PERMUKAAN CAT TEMBOK LAMA
0.0500 kg
Soda Api
@
0.1500 oh
pekerja
@
45,000.00
0.0750 oh
tukang cat
@
55,000.00
0.0075 oh
kepala tukang
@
60,000.00
0.0025 oh
mandor
@
-
60,000.00 JUMLAH
N. 6.6.2
0.0500 kg
Sabun
@
10,500.00
0.1500 oh
pekerja
@
45,000.00
0.0750 oh
tukang cat
@
55,000.00
0.0075 oh
kepala tukang
@
60,000.00
0.0025 oh
mandor
@
525.00
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
-
1 M2 MENCUCI BIDANG PERMUKAAN TEMBOK YANG PERNAH DICAT
525.00
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N. 6.6.3
1 M2 MENGEROK KARAT CAT LAMA PERMUKAAN BAJA DENGAN CARA MANUAL 0.0500 kg
Sabun
@
10,500.00
0.1500 oh
pekerja
@
45,000.00
0.0750 oh
tukang cat
@
55,000.00
0.0075 oh
kepala tukang
@
60,000.00
0.0025 oh
mandor
@
60,000.00 JUMLAH
N. 6.6.4
525.00
1 M2 MENYABUN PERMUKAAN TEMBOK LAMA 0.0500 kg
Sabun
@
10,500.00
0.1500 oh
pekerja
@
45,000.00
0.0750 oh
tukang cat
@
55,000.00
0.0075 oh
kepala tukang
@
60,000.00
0.0025 oh
mandor
@
525.00
60,000.00 JUMLAH
N. 6.6.5
525.00
525.00
1 M2 MENGEROK KARAT ATAU CAT LAMA PERMUKAAN BAJA DENGAN PANCAR PASIR ( SANBLASTING ) DENGAN TINGKAT KEBERSIHAN Sa 2 1/2 40.0000 kg
Pasir silika
@
10.0000 Ltr
BBM, solar
@
6,321.00
1.0000 Hr
Kompressor, blasting pot Selang dan Nozzle
@
425,197.11
1.6000 oh
pekerja
@
45,000.00
1.6000 oh
tukang cat
@
55,000.00
0.8000 oh
kepala tukang
@
60,000.00
0.5000 oh
mandor
@
-
60,000.00 JUMLAH
N. 6.6.6
-
1 M2 MENDEMPUL DAN MENGGOSOK KAYU 0.0800 kg
Dempul jadi
@
12,500.00
1,000.00
0.0200 kg
Minyak cat
@
12,500.00
250.00
0.0100 kg
Batu apung
@
15,125.00
151.25
0.0400 oh
pekerja
@
45,000.00
0.0400 oh 0.0040 oh
tukang cat kepala tukang
@ @
55,000.00 60,000.00
0.0025 oh
mandor
@
60,000.00 JUMLAH
N. 6.6.7
0.1500 kg
plamir
@
22,500.00
3,375.00
0.1700 kg
cat dasar
@
22,500.00
3,825.00
0.1700 kg
cat penutup/kilap
@
35,000.00
5,950.00
0.0700 oh
pekerja
@
45,000.00
0.0750 oh
tukang cat
@
55,000.00
0.0075 oh
kepala tukang
@
60,000.00
0.0025 oh
mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
1,401.25
1 M2 PENGECATAN BIDANG KAYU LAMA
13,150.00
114/160
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N. 6.6.8
1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR ), 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP 0.2000 kg
cat meni
@
13,000.00
2,600.00
0.1200 kg
Plamir
@
22,500.00
2,700.00
0.1700 kg
cat dasar
@
22,500.00
3,825.00
0.2600 kg
cat penutup 2 kali
@
35,000.00
9,100.00
0.0700 oh
pekerja
@
45,000.00
0.0090 oh
tukang cat
@
55,000.00
0.0060 oh
kepala tukang
@
60,000.00
0.0025 oh
mandor
@
60,000.00 JUMLAH
N. 6.6.9
18,225.00
1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR ) 1 LAPIS CAT DASAR, 3 LAPIS CAT PENUTUP 0.2000 kg
cat meni
@
13,000.00
2,600.00
0.1500 kg
plamir
@
22,500.00
3,375.00
0.1700 kg
cat dasar
@
22,500.00
3,825.00
0.3500 oh
cat penutup 3 kali
@
35,000.00
12,250.00
0.0700 oh
pekerja
@
45,000.00
0.1050 oh 0.0040 oh
tukang cat kepala tukang
@ @
55,000.00 60,000.00
0.0025 oh
mandor
@
60,000.00 JUMLAH
N. 6.6.10
22,050.00
1 M2 PELABURAN BIDANG KAYU DENGAN OLI BEKAS 0.3600 ltr
oli bekas
@
5,000.00
0.0400 oh
pekerja
@
45,000.00
0.0630 oh
tukang cat
@
55,000.00
0.0630 oh
kepala tukang
@
60,000.00
0.0025 oh
mandor
@
60,000.00 JUMLAH
N. 6.6.11
1,800.00
1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR 0.1500 ltr 0.3720 ltr
plitur plitur jadi
@ @
8,500.00 8,500.00
1,275.00 3,162.00
2.0000 lbr
ampelas
@
2,500.00
5,000.00
pekerja
@
0.0600 oh
tukang cat
@
55,000.00
0.0160 oh
kepala tukang
@
60,000.00
0.0025 oh
mandor
@
-
oh
60,000.00 JUMLAH
N. 6.6.12
9,437.00
1 M2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER 0.3500 ltr
Residu atau ter
@
5,000.00
1,750.00
0.1000 oh
pekerja
@
45,000.00
4,500.00
-
oh
tukang cat
@
-
oh
kepala tukang
@
mandor
@
0.0060 oh
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
1,800.00
6,250.00
115/160
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N. 6.6.13
1 M2 PELABURAN BIDANG KAYU DENGAN VERNIS 0.1500 ltr
Vernis
@
10,000.00
1,500.00
0.0500 Kg
Dempul
@
25,000.00
1,250.00
0.1000 Ltr
ampelas
@
2,500.00
250.00
0.0100 bh
Kuas
@
7,500.00
75.00
0.1600 oh
pekerja
@
45,000.00
0.1600 oh
tukang cat
@
55,000.00
0.0160 oh
kepala tukang
@
60,000.00
0.0025 oh
mandor
@
60,000.00 JUMLAH
N. 6.6.14
3,075.00
1 M2 PENGECATAN TEMBOK BARU ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup )
N. 6.6.15
0.1000 kg
plamir
@
22,500.00
2,250.00
0.1000 kg
cat dasar
@
22,500.00
2,250.00
0.2600 kg
cat penutup
@
15,400.00
4,004.00
0.0200 oh
pekerja
@
45,000.00
0.0630 oh
tukang cat
@
55,000.00
0.0063 oh
kepala tukang
@
60,000.00
0.0025 oh
mandor
@
60,000.00 JUMLAH
8,504.00
1 M2 PENGECATAN TEMBOK LAMA ( 1 lapis cat dasar, 2 lapis cat penutup )
0.1200 kg
cat dasar
@
22,500.00
2,700.00
0.1800 kg
cat penutup 2 x
@
15,400.00
2,772.00
0.0280 oh
pekerja
@
45,000.00
0.0420 oh
tukang cat
@
55,000.00
0.0042 oh
kepala tukang
@
60,000.00
0.0025 oh
mandor
@
60,000.00 JUMLAH
N. 6.6.16
5,472.00
1 M2 MELABUR TEMBOK DENGAN KALKARIUM 0.1000 ltr 0.0280 oh
Kalkarium pekerja
@ @
45,000.00
0.0420 oh
tukang cat
@
55,000.00
0.0042 oh
kepala tukang
@
60,000.00
0.0025 oh
mandor
@
-
60,000.00 JUMLAH
N. 6.6.17
0.1000 lbr
Ampelas
@
2,500.00
0.2500 Ikat
Alang-alang
@
500.00
125.00
0.0020 m3
Perancah kayu
@
1,037,571.94
2,075.14
0.1500 kg
kapur sirih
@
10,000.00
1,500.00
0.1500 oh
pekerja
@
45,000.00
0.0010 oh
tukang cat
@
55,000.00
0.0001 oh
kepala tukang
@
60,000.00
0.0025 oh
mandor
@
250.00
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
-
1 M2 MELABUR TEMBOK DENGAN KAPUR SIRIH
3,950.14
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N. 6.6.18
1 M2 MELABUR TEMBOK LAMA DENGAN KAPUR SIRIH ( UNTUK PEMELILHARAAN ) 0.0020 lbr
Perancah kayu
@
1,037,571.94
2,075.14
0.3000 kg
kapur sirih
@
10,000.00
3,000.00
0.0400 oh
pekerja
@
45,000.00
0.0050 oh
tukang cat
@
55,000.00
0.0005 oh
kepala tukang
@
60,000.00
0.0025 oh
Mandor
@
60,000.00 JUMLAH
N. 6.6.19
5,075.14
1 M2 PEMASANGAN WALL PAPER 1.2000 lbr
Wall paper
@
30,000.00
36,000.00
0.2000 kg
Perekat
@
10,000.00
2,000.00
0.0200 oh
pekerja
@
45,000.00
0.2000 oh
tukang cat
@
55,000.00
0.0020 oh
kepala tukang
@
60,000.00
0.0025 oh
Mandor
@
60,000.00 JUMLAH
N. 6.6.20
38,000.00
1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI 0.1000 kg
meni besi
@
25,000.00
2,500.00
0.0100 Ikat 0.0200 oh
Kuas pekerja
@ @
7,500.00 45,000.00
75.00
0.2000 oh
tukang cat
@
55,000.00
0.0200 oh
kepala tukang
@
60,000.00
0.0100 oh
Mandor
@
60,000.00 JUMLAH
N. 6.6.21
2,575.00
1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI DAN PERANCAH 0.1000 kg
meni besi
@
25,000.00
0.0100 Ikat
Kuas
@
7,500.00
75.00
0.0020 m3
Perancah kayu
@
1,037,571.94
2,075.14
0.2500 oh
pekerja
@
45,000.00
0.2250 oh
tukang cat
@
55,000.00
0.0225 oh 0.0075 oh
kepala tukang Mandor
@ @
60,000.00 60,000.00 JUMLAH
N. 6.6.22
2,500.00
4,650.14
1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL SISTEM 4 LAPIS CAT KONVENSIONAL DENGAN TEBAL 200 UM 0.1000 kg
meni ( read lead ) A
@
-
0.1000 kg
meni ( read lead ) B
@
-
0.0400 kg
Alumunium C
@
-
0.0400 kg
Alumunium C
@
-
0.0100 Ltr
Pengencer
@
-
0.0020 m3
Perancah kayu
@
1,037,571.94
2,075.14
0.0060 oh
pekerja
@
45,000.00
0.0060 oh
tukang cat
@
55,000.00
0.0225 oh
kepala tukang
@
60,000.00
0.0075 oh
Mandor
@
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
2,075.14
117/160
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N. 6.6.23
1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL SISTEM 1 LAPIS CAT MUTAKHIR DENGAN TEBAL 200 UM 0.3000 kg
cat
@
0.0060 oh
pekerja
@
45,000.00
0.0600 oh
tukang cat
@
55,000.00
0.0120 oh
kepala tukang
@
60,000.00
0.0060 oh
Mandor
@
-
60,000.00 JUMLAH
N. 6.6.24
-
1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL SISTEM 3 LAPIS CAT KONVENSIONAL DENGAN TEBAL 200 UM 0.1100 Kg
Cat dasar
@
-
0.1700 kg
cat antara
@
-
0.0800 kg
cat penutup
@
-
0.5000 oh
pekerja
@
45,000.00
0.8000 oh
tukang cat
@
55,000.00
0.3000 oh
kepala tukang
@
60,000.00
0.2000 oh
Mandor
@
60,000.00 JUMLAH
N. 6.6.25
-
1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA SEMPROT ( AIRLESS SPRAY ) SISTEM 1 LAPIS CAT MUTAKHIR DENGAN TEBAL 200 UM 0.3000 kg
cat dasar
@
0.4000 oh
pekerja
@
45,000.00
0.7000 oh
tukang cat
@
55,000.00
0.2000 oh
kepala tukang
@
60,000.00
0.2000 oh
Mandor
@
-
60,000.00 JUMLAH
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
-
118/160
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NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
G. PEKERJAAN BETON
G.6.6.1
1 M3 BETON TUMBUK 1 pc ; 3 ps ; 5 kr
724,228.17
G.6.6.2
1 M3 BETON TUMBUK 1 pc ; 3 ps ; 6 kr
711,959.51
G.6.6.3
1 M3 BETON TUMBUK 1 pc ; 4 ps ; 6 kr
701,756.52
G.6.6.4
1 M3 MEMBUAT LANTAI KERJA BETON TUMBUK 1 pc ; 3 ps ; 5 kr
84,209.69
G.6.6.5.
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr)
890,375.49
G.6.6.6
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr)
764,265.49
G.6.6.7
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;2,5 kr)
798,974.46
G.6.6.8
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 3 kr)
707,504.35
G.6.6.9
1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;2,5 kr)
824,168.79
G.6.6.10 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ; 2 kr)
859,109.40
G.6.6.11 1M3 MEMBUAT TIANG PANCANG PRESTRESSED BETON
886,637.14
G.6.6.12 1M3 MEMBUAT BETON DENGAN PUZZDITH - 100 XR
813,325.49
G.6.6.13 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;3 kr)
890,375.49
G.6.6.14 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr) G.6.6.15 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;3kr)
866,703.84 906,598.48
G.6.6.16 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 2,5 kr)
922,795.80
G.6.6.17 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ;1kr)
1,032,599.71
G.6.6.18 1M3 MEMBUAT BETON KEDAP AIR DENGAN STROROX - 100
922,795.80
G.6.6.19 1M' MEMASANG PVC WATERSTOP LEBAR 150 MM
4,200.00
G.6.6.20 1M' MEMASANG PVC WATERSTOP LEBAR 200 MM
4,505.00
G.6.6.21 1M' MEMASANG PVC WATERSTOP LEBAR 230 MM
26,855.00
G.6.6.22 1M' MEMASANG PVC WATERSTOP LEBAR 250 MM
26,855.00
G.6.6.23 1M' MEMASANG PVC WATERSTOP LEBAR 300 MM
26,855.00
G.6.6.24 1M' MEMASANG PVC WATERSTOP LEBAR 320 MM G.6.6.25 1 KG PEMBESIAN DG BESI POLOS
4,295.00 12,460.00
G.6.6.25 1 KG PEMBESIAN DG BESI ULIR
17,710.00
G.6.6.26 1 KG KABEL PRESSTRESSED POLOS/STRANDS
12,198.00
G.6.6.27 1 KG JARING KAWAT BAJA
22,010.00 75,210.38
G.6.6.28 1M2 PASANG BEKISTING UNTUK PONDASI
G. 6.6.29 1 M2 PASANG BEKISTING UNTUK SLOOF ( 2 x pakai )
80,398.24
G. 6.6.30 1 M2 PASANG BEKISTING UNTUK KOLOM ( 2 x pakai )
168,286.46
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URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
G. 6.6.31 1 M2 PASANG BEKISTING UNTUK BALOK ( 2 x pakai )
172,299.17
G. 6.6.32 1 M2 PASANG BEKISTING UNTUK LANTAI ( 2 x pakai )
207,186.46
G. 6.6.33 1 M2 PASANG BEKISTING UNTUK DINDING ( 2 x pakai )
179,498.60
G. 6.6.34 1 M2 PASANG BEKISTING UNTUK TANGGA
158,560.74
G. 6.6.35 1M3 MEMBUAT BETON DENGAN MUTU K 225
1,055,117.14
G. 6.6.36 1M3 MEMBUAT BETON DENGAN MUTU K 275
1,080,771.78
G. 6.6.37 1 M2 PASANG JEMBATAN COR
49,456.90
G. 6.6.38 1M3 MEMBUAT PONDASI BETON BERTULANG (150KG BESI + BEKISTING)
2,925,969.03
G. 6.6.39 1M3 MEMBUAT SLOOF BETON BERTULANG (200KG BESI + BEKISTING)
3,659,071.56
G. 6.6.40 1M3 MEMBUAT KOLOM BETON BERTULANG (300KG BESI + BEKISTING)
6,073,831.70
G. 6.6.41 1M3 MEMBUAT BALOK BETON BERTULANG (200KG BESI + BEKISTING)
4,575,270.23
G. 6.6.42 1M3 MEMBUAT BALOK BETON BERTULANG (150KG BESI + BEKISTING)
4,119,088.79
G. 6.6.43 1M3 MEMBUAT DINDING BETON BERTULANG (150 KG BESI + BEKISTING)
3,983,065.91
G. 6.6.44 1M3 MEMBUAT TANGGA BETON BERTULANG (200KG BESI + BEKISTING)
4,350,900.18
G. 6.6.45 1M3 MEMBUAT KOLOM PENGUAT BETON BERTULANG (11x11) CM
54,451.90
G. 6.6.46 1M' MEMBUAT RING BALOK BETON BERTULANG (10X15) CM
66,663.82
H. PEKERJAAN PENUTUP ATAP
H. 6.6.1
1M2 PASANG ATAP GENTENG PALENTONG KECIL
11,835.00
H. 6.6.2
1M2 PASANG ATAP GENTENG KODOK /GLAZZUR
50,585.00
H. 6.6.3
1M2 PASANG ATAP GENTENG PALENTONG SUPER / BESAR
10,890.00
H. 6.6.4
1M2 PASANG ATAP GENTENG BUBUNG PALENTONG
45,186.14
H. 6.6.5
1M' PASANG BUBUNG GENTENG KODOK
55,186.14
H. 6.6.6
1M2 PASANG BUBUNG GENTENG PALENTONG BESAR
45,186.14
H. 6.6.7
1M2 PASANG ROOFLIGHT FIBREGLASS (180X90) CM
11,416.25
H. 6.6.8
1m2 PASANG ATAP ASBES GELOMBANG (2,50X0,92)X5MM
24,805.00
H. 6.6.9
1m2 PASANG ATAP ASBES GELOMBANG (2,25X0,92)X5MM
27,105.00
H. 6.6.10 1m2 PASANG ATAP ASBES GELOMBANG (2,00X0,92)X5MM
26,985.00
H. 6.6.11 1m2 PASANG ATAP ASBES GELOMBANG (1,80X0,92)X5MM
30,435.00
H. 6.6.12 1m2 PASANG ATAP ASBES GELOMBANG (3,00X1,05)X4 MM
21,235.00
H. 6.6.13 1m2 PASANG ATAP ASBES GELOMBANG (2,70X1,05)X4 MM
22,845.00
H. 6.6.14 1m2 PASANG ATAP ASBES GELOMBANG (2,40X1,05)X4 MM
22,865.00
H. 6.6.15 1m2 PASANG ATAP ASBES GELOMBANG (2,10X1,05)X4 MM
24,475.00
H. 6.6.16 1m2 PASANG ATAP ASBES GELOMBANG (1,5X1,05)X4 MM
31,145.00
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URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
H. 6.6.17 1m2 PASANG ATAP ASBES GELOMBANG (3,00X1,08)X6 MM
21,255.00
H. 6.6.18 1m2 PASANG ATAP ASBES GELOMBANG (2,70X1,08)X6 MM
21,485.00
H. 6.6.19 1m2 PASANG ATAP ASBES GELOMBANG (2,40X1,08)X6 MM
23,325.00
H. 6.6.20 1m2 PASANG ATAP ASBES GELOMBANG (2,10X1,08)X6 MM
24,015.00
H. 6.6.21 1m2 PASANG ATAP ASBES GELOMBANG (1,80X1,08)X6 MM
25,855.00
H. 6.6.22 1M' PASANG BUBUNG STEL GELOMBANG 0,92 M
97,475.00
H. 6.6.23 1M' PASANG NOK STEL GELOMBANG 1,05 M
97,475.00
H. 6.6.24 1M' PASANG NOK STEL GELOMBANG 1,08 M
97,475.00
H. 6.6.25 1M' PASANG NOK paten 0,92 m
97,475.00
H. 6.6.26 1M' PASANG NOK PATEN 1,05 M
97,475.00
H. 6.6.27 1M' PASANG NOK PATEN 1,08 M
97,475.00
H. 6.6.28 1M' PASANG NOK STEL RATA 0,92 M
99,570.00
H. 6.6.29 1M' PASANG NOK STEL RATA 1,05 M
99,570.00
H. 6.6.30 1M2 PASANG ATAP GENTENG BETON
54,554.75
H. 6.6.31 1M2 PASANG ATAP GENTENG ASPAL
76,584.75
H. 6.6.32 1M2 PASANG ATAP GENTENG METAL
77,460.00
H. 6.6.33 1M' PASANG ATAP SIRAP
55,565.00
H. 6.6.34 1M' PASANG NOK GENTENG BETON
68,574.14
H. 6.6.35 1M' PASANG NOK GENTENG ASPAL
30,581.50
H. 6.6.36 1M' PASANG NOK GENTENG METAL
21,771.25
H. 6.6.37 1 M' MEMASANG BUBUNGAN ATAP SIRAP L 40 cm
41,558.29
H. 6.6.38 1 M2 MEMASANG ATAP SENG
30,706.00
H. 6.6.39 1 M2 MEMASANG BUBUNGAN ATAP SENG
61,395.00
H. 6.6.40 1 M2 PASANG ATAP ALUMUNIUM
49,340.00
H. 6.6.41 1 M2 PASANG NOK ALUMUNIUM
61,700.00
H. 6.6.42 1 M2 PASANG ALUMUNIUM FOIL /SISALATION
482,780.00
I. PEKERJAAN PLAFOND
I. 6.6.1
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 6 MM
38,250.00
I. 6.6.2
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 5 MM
29,010.00
I. 6.6.3
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 4 MM
30,110.00
I. 6.6.4
1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 3,5 MM
29,010.00
I. 6.6.5
1 M2 PLAFOND AKUSTIK (30 X 30) CM
17,680.00
I. 6.6.6
1 M2 PLAFOND AKUSTIK (30 X 60) CM
9,980.00
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URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
I. 6.6.7
1 M2 PLAFOND AKUSTIK (60 X 120) CM
9,980.00
I. 6.6.8
1 M2 PLAFOND PLYWOOD ( 30 X 60 ) cm, TEBAL 4 MM
32,200.00
I. 6.6.9
1 M2 PLAFOND PLYWOOD ( 30 X 60 ) cm, TEBAL 6 MM
43,180.00
I. 6.6.10 1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 2 MM
21,560.00
I. 6.6.11 1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 6 MM
44,560.00
I. 6.6.12 1 M2 PLAFOND TEAKWOOD ( 30 x 60 ) cm, TEBAL 4 MM
50,920.00
I. 6.6.13 1 M2 PLAFOND TEAKWOOD ( 60 x 120 ) cm, TEBAL 4 MM
52,622.50
I. 6.6.14 1M2 PLAFOND LAT KAYU JATI
193,033.25
I. 6.6.15 1M2 PLAFOND LAT KAYU MERANTI
53,534.98
I. 6.6.16 1M2 PLAFOND LAT KAYU BENGKIRAI
76,334.98
I. 6.6.17
33,634.75
I. 6.6.18 1M2 PLAFOND AKUSTIK 60 X 120 CM + RANGKA ALUMUNIUM
37,700.00
I. 6.6.19 1M2 PLAFOND KAYU PROFIL
10,273.25
I. 6.6.20 1M2 PLAFOND ASBES ( 1,00 X 1,00 ) M, TEBAL 3,2MM RANGKA MERANTI
41,320.36
I. 6.6.21 1M2 PLAFOND PLYWOOD 4 MM + RANGKA KAYU MERANTI
85,918.65
I. 6.6.22 1M2 PLAFOND AKUSTIK (30 X 60 ) CM + RANGKA KAYU MERANTI
61,453.65
I. 6.6.23 1M2 PLAFOND AKUSTIK (30 X 30 ) CM + RANGKA KAYU MERANTI
72,273.94
I. 6.6.24 1M2 PLAFOND GYPSUM BOARD, TEBAL 9 MM
25,803.00
1M2 PLAFOND SOFTBOARD
J. PEKERJAAN SANITAIR
J. 6.6.1
MEMASANG 1 BH CLOSED DUDUK / MONOBLOK
1,490,660.00
J. 6.6.2
MEMASANG 1 BH CLOSED JONGKOK KERAMIK
354,755.67
J. 6.6.3
MEMASANG 1 BH CLOSED JONGKOK TERASO
243,605.67
J. 6.6.4
MEMASANG 1 BH URINOIR
2,069,655.67
J. 6.6.5
MEMASANG 1 BH WASTAFEL
1,254,405.67
J. 6.6.6
MEMASANG 1 BH BAK MANDI TERASO VOLUME 0.30 M3
339,205.67
J. 6.6.7
MEMASANG 1 BH BAK MANDI FIBREGLASS VOLUME 0,30 M3
883,300.00
J. 6.6.8
MEMASANG 1 BH BAK AIR BATU BATA VOLUME 0,3 M3 ( 60 x 60 )
1,558,890.11
J. 6.6.9
MEMASANG 1 BH BADKIP PORSELEN
64,125.00
J. 6.6.10 MEMASANG 1 BH BAK BETON VOLUME 1 M3 AIR
11,999,091.72
J. 6.6.11 MEMASANG 1 BH BAK FIBERGLASS VOLUME 1 M3 AIR
1,588,500.00
J. 6.6.12 MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.15 CM
10,704.41
J. 6.6.13 MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.20 CM
13,496.08
J. 6.6.14 MEMASANG 1M' PIPA BETON, DIAMETER 15 - 20 CM
33,141.41
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URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
J. 6.6.15 MEMASANG 1M' PIPA BETON, DIAMETER 30 - 100 CM
67,984.21
J. 6.6.16 MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (30X30)CM TINGGI 35
315,358.16
J. 6.6.17 MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (45X45)CM TINGGI 50
259,898.59
J. 6.6.18 MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (60 x 60)CM TINGGI 6
398,943.14
J. 6.6.19 MEMASANG 1M' PIPA GALVANIS DIAMETER 1/2"
110,415.00
J. 6.6.20 MEMASANG 1M' PIPA GALVANIS DIAMETER 3/4"
160,852.50
J. 6.6.21 MEMASANG 1M' PIPA GALVANIS DIAMETER 1 "
211,290.00
J. 6.6.22 MEMASANG 1M' PIPA GALVANIS DIAMETER 1 1/2 "
318,789.00
J. 6.6.23 MEMASANG 1M' PIPA GALVANIS DIAMETER 3"
1,267,014.00
J. 6.6.24 MEMASANG 1M' PIPA GALVANIS DIAMETER 4 "
1,499,708.00
J. 6.6.25 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1/2 "
47,419.25
J. 6.6.26 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3/4"
55,825.50
J. 6.6.27 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 "
89,450.50
J. 6.6.28 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 1/2 "
131,481.75
J. 6.6.29 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2"
173,513.00
J. 6.6.30 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2 1/2"
215,544.25
J. 6.6.31 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3"
264,313.50
J. 6.6.32 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 4"
297,938.50
J. 6.6.33 MEMASANG 1BH BAK CUCI PIRING STAINLES STEEL
249,740.00
J. 6.6.34 MEMASANG 1 BH BAK CUCI PIRING TERASO
247,578.35
J. 6.6.35 MEMASANG 1BH KRAN DIAMETER 3/4" ATAU 1/2"
26,937.50
J. 6.6.36 MEMASANG 1BH FLOOR DRAIN
24,350.00
5,408.00
K. PEKERJAAN BESI
K. 6.6.1
1 KG PASANG RANGKA ATAP BAJA
K. 6.6.2
1 M2 PASANG PINTU BESI BAJA
3,408.00
K. 6.6.3
1 M2 PASANG JENDELA BESI
111,615.00
K. 6.6.4
1 M2 PASANG JENDELA BESI TAHAN API
119,550.00
K. 6.6.5
1 M2 PASANG PINTU GULUNG BESI
127,560.00
K. 6.6.6
1 M2 PASANG PINTU LIPAT
3,408.00
K. 6.6.7
1 M2 PASANG PINTU SUNSCREEN ALLUMUNIUM
52,640.00
K. 6.6.8
1 M2 PASANG ROLLING DOOR
136,362.00
K. 6.6.9
1 M2 PASANG PINTU ALLUMUNIUM
111,612.00
37,205.00
K. 6.6.10 1 M2 PASANG VENETIONS BLINDS
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URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
K. 6.6.11 1 M2 PASANG VERTIKALS BLINDS
37,205.00
K. 6.6.12 1 M2 PASANG TERALI BESI
327,756.00
K. 6.6.13 1 M2 PASANG KAWAT HARMONIKA
54,254.13
K. 6.6.14 1 M2 PASANG KAWAT NYAMUK
24,004.13
K. 6.6.15 1 M2 PASANG KAWAT KASSA
25,714.13
K. 6.6.16 1 M2 PASANG KAWAT BURUNG
31,214.13
K. 6.6.17 1 M2 PASANG JENDELA NAKO & TRALIS
186,946.50
K. 6.6.18 1 M' PASANG TALANG DATAR, SENG BLJS 28
70,933.07
K. 6.6.19 1 M' PASANG TALANG MIRING, SENG BLJS 28
83,566.24
K. 6.6.20 1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 28
75,771.37
K. 6.6.21 1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 24
81,466.24
L. PEKERJAAN KUNCI DAN KACA
L. 6.6.1
1 BUAH PASANG KUNCI TANAM ANTIK
164,480.00
L. 6.6.2
1 BUAH PASANG KUNCI TANAM BIASA
154,100.00
L. 6.6.3
1 BUAH PASANG KUNCI KAMAR MANDI
93,175.00
L. 6.6.4
1 BUAH PASANG KUNCI SILINDER
28,040.00
L. 6.6.5
1 BUAH PASANG ENGSEL PINTU
34,870.00
L. 6.6.6
1 BUAH PASANG ENGSEL JENDELA KUPU - KUPU
26,580.00
L. 6.6.7
1 BUAH PASANG ENGSEL ANGIN
13,700.00
L. 6.6.8
1 BUAH PASANG SPRING KNIP
9,870.00
L. 6.6.9
1 BUAH PASANG KAIT ANGIN
17,870.00
L. 6.6.10 1 BUAH PASANG DOOR CLOSER
32,900.00
L. 6.6.11 1 BUAH PASANG KUNCI SELOT
13,160.00
L. 6.6.12 1 BUAH PASANG PEGANGAN PINTU / DOOR HOLDER
32,900.00
L. 6.6.13 1 BUAH PASANG DOOR STOP
6,580.00
L. 6.6.14 1 BUAH PASANG REL PINTU DORONG
39,480.00
L. 6.6.15 1 BUAH PASANG KUNCI LEMARI
41,450.00
L. 6.6.16 1 M2 PASANG KACA, TEBAL 3 MM
62,670.00
L. 6.6.17 1 M2 PASANG KACA, TEBAL 5 MM
97,870.00
L. 6.6.18 1 M2 PASANG KACA, TEBAL 8 MM
151,652.50
L. 6.6.19 1 M2 PASANG KACA GELAP, TEBAL 5 MM
120,950.00
L. 6.6.20 1 M2 PASANG KACA CERMIN, TEBAL 5 MM
114,370.00
L. 6.6.21 1 M2 PASANG KACA CERMIN, TEBAL 6 MM
135,270.00
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URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
L. 6.6.22 1 M2 PASANG KACA CERMIN, TEBAL 8 MM
162,855.50
L. 6.6.23 1 M2 PASANG KACA " WIREGLASS", TEBAL 5 MM
9,870.00
L. 6.6.24 1 M2 PASANG KACA PATRI, TEBAL 5 MM
284,870.00
M. PEKERJAAN PENUTUP LANTAI & DINDING
M.6.6.1
1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 40 X 40 CM
82,613.69
M.6.6.2
1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 30 X 30 CM
75,070.69
M.6.6.3
1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 20 X 20 CM
65,053.15
M.6.6.4
1 M2 PASANG LANTAI UBIN WARNA UKURAN 40 X 40 CM
83,017.64
M.6.6.5
1 M2 PASANG LANTAI UBIN WARNA UKURAN 30 x 30 CM
70,689.64
M.6.6.6
1 M2 PASANG LANTAI UBIN WARNA UKURAN 20 x 20 CM
79,603.64
M.6.6.7
1 M2 PASANG LANTAI UBIN TERASO UKURAN 40 x 40 CM
96,193.69
M.6.6.8
1 M2 PASANG LANTAI UBIN TERASO UKURAN 30 x 30 CM
107,754.69
M.6.6.9
1 M2 PASANG LANTAI UBIN GRANITO UKURAN 40 X 40 CM
139,143.69
M.6.6.10 1 M2 PASANG LANTAI UBIN GRANITO UKURAN 30 X 30 CM
143,300.69
M.6.6.11 1 M2 PASANG LANTAI UBIN TERALUX TERANG UKURAN 40 X 40 CM
34,333.69
M.6.6.12 1 M2 PASANG LANTAI UBIN TERALUX TERANG UKURAN 30 X 30 CM
35,085.69
M.6.6.13 1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 60 X 60 CM
39,193.92
M.6.6.14 1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 40 X 40 CM
60,933.69
M.6.6.15 1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 30 X 30 CM
71,579.18
M.6.6.16 1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 15 X 20 CM
15,849.87
M.6.6.17 1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 10 X 30 CM
10,864.61
M.6.6.18 1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 10 X 40 CM
11,746.57
M.6.6.19 1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 20 CM
11,194.70
M.6.6.20 1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 30 CM
10,547.60
M.6.6.21 1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 40 CM
13,166.97
M.6.6.22 1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 30 CM
15,734.30
M.6.6.23 1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 40 CM
16,285.70
M.6.6.24 1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 40 CM
18,028.20
M.6.6.25 1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 30 CM
58,627.61
M.6.6.26 1 M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 40 CM
48,637.61
M.6.6.27 1 M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 30 CM
48,637.61
M.6.6.28 1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 60 CM
48,637.61
M.6.6.29 1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 40 CM
48,637.61
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URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
M.6.6.30 1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 30 CM
48,637.61
M.6.6.31 1 M2 PASANG TERASO COR DITEMPAT
46,260.00
M.6.6.32 1 M2 PASANG TERALUC COR DITEMPAT, TEBAL 3 CM
46,260.00
M.6.6.33 1 M2 PASANG UBIN TAHAN ASAM
32,092.68
M.6.6.34 1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 20 CM
133,718.62
M.6.6.35 1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 10 CM
149,518.62
M.6.6.36 1 M2 PASANG LANTAI KERAMIK ARTISTIK 5 X 20 CM
133,718.62
M.6.6.37 1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 20 CM
18,187.61
M.6.6.38 1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 10 CM
15,969.61
M.6.6.39 1 M2 PASANG PLINT KERAMIK ARTISTIK 5 X 20 CM
14,218.05
M.6.6.40 1 M' INTERNAL COVE ARTISTIK ( 5 X 5 X 20 ) CM
76,320.01
M.6.6.41 1 M' PASANG PLINT VINYL TANPA ADUKAN
8,720.00
M.6.6.42 1 M2 PASANG LANTAI KERAMIK 10 X 20 CM
108,649.82
M.6.6.43 1 M2 PASANG LANTAI KERAMIK 15 X 15 CM
111,118.62
M.6.6.44 1 M2 PASANG LANTAI KERAMIK 20 X 20 CM
117,718.62
M.6.6.45 1 M2 PASANG LANTAI KERAMIK 25 X 25 CM
117,718.62
M.6.6.46 1 M2 PASANG LANTAI KERAMIK 15 X 20 CM
117,718.62
M.6.6.47 1 M2 PASANG LANTAI KERAMIK 30 x 30 CM
110,718.62
M.6.6.48 1 M2 PASANG LANTAI KERAMIK 30 x 30 CM ANTI SLIP
114,718.62
M.6.6.49 1 M2 PASANG LANTAI KERAMIK 10 x 33 CM
110,718.62
M.6.6.50 1 M2 PASANG LANTAI MOSAIK 30 X 30 CM, EX. LOKAL
76,152.11
M.6.6.51 1 M2 PASANG LANTAI MARMER
76,152.11
M.6.6.52 1 M2 PASANG LANTAI KARPET 100 % WOOL
18,530.00
M.6.6.53 1 M2 PASANG LANTAI KARPET 80 % WOOL, 20% NYLON
18,530.00
M.6.6.54 1 M2 PASANG UNDRLYER, TEBAL 6 MM
13,080.00
M.6.6.55 1 M2 PASANG LANTAI KARPET
18,530.00
M.6.6.56 1 M2 PASANG LANTAI PARQUET JATI
18,530.00
M.6.6.57 1 M2 PASANG GYMFLOOR
52,550.00
M.6.6.58 1 M2 PASANG DINDING PORSELIN 11 X 11 CM, PUTIH
171,948.00
M.6.6.59 1 M2 PASANG DINDING PORSELIN 11 X 11 CM, WARNA
220,340.21
M.6.6.60 1 M2 PASANG DINDING PORSELIN 15 X 15 CM, PUTIH
174,640.21
M.6.6.61 1 M2 PASANG DINDING PORSELIN 15 X 15 CM, WARNA
197,140.21
M.6.6.62 1 M2 PASANG DINDING PORSELIN 10 X 20 CM, WARNA
196,140.21
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URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
M.6.6.63 1 M2 PASANG DINDING PORSELIN 20 X 20 CM, WARNA
186,570.07
M.6.6.64 1 M2 PASANG DINDING KERAMIK ARTISTIK 10 X 20 CM
171,140.21
M.6.6.65 1 M2 PASANG DINDING KERAMIK ARTISTIK 5 X 20 CM
121,140.21
M.6.6.66 1 M2 PASANG DINDING KERAMIK 10 X 20 CM
106,140.21
M.6.6.67 1 M2 PASANG DINDING KERAMIK 15 x 15 CM
109,390.21
M.6.6.68 1 M2 PASANG DINDING KERAMIK 20 x 20 CM
115,140.21
M.6.6.69 1 M2 PASANG DINDING KERAMIK 10 x 20 CM
86,315.21
M.6.6.70 1 M2 PASANG DINDING MARMER
143,487.58
M.6.6.71 1 M2 PASANG DINDING BATA PELAPIS 7 X 3 X 24 CM
111,487.58
M.6.6.72 1 M2 PASANG DINDING BATA KLINKER 5 X 5 X 24 CM
112,287.58
M.6.6.73 1 M2 PASANG DINDING BATU PAROS
69,889.85
M.6.6.74 1 M2 PASANG DINDING BATU TEMPEL HITAM
69,889.85
M.6.6.75 1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL I
16,350.00
M.6.6.76 1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL II
16,350.00
M.6.6.77 1 M2 PASANG LANTAI VINYL ASBES 30 X 30 CM
16,350.00
M.6.6.78 1 M2 PASANG LANTAI VINYL MOTIF KEMBANG 30 X 30 CM
16,350.00
M.6.6.79 1 M2 PASANG WALL COVERING LEBAR 50 CM
44,630.00
M.6.6.80 1 M2 FLOOR HARDENER FERROVAX
13,080.00
M.6.6.81 1 M2 FLOOR HARDENER MASTERCRON
13,080.00
M.6.6.82 1 M2 PLINT KAYU 2 X 10 CM
30,595.00
N. PEKERJAAN CAT - CATAN
N. 6.6.1
1 M2 MENGIKIS/MENGEROK PERMUKAAN CAT TEMBOK LAMA
11,475.00
N. 6.6.2
1 M2 MENCUCI BIDANG PERMUKAAN TEMBOK YANG PERNAH DICAT
12,000.00
N. 6.6.3
1 M2 MENGEROK KARAT CAT LAMA PERMUKAAN BAJA DENGAN CARA MANUAL
12,000.00
N. 6.6.4
1 M2 MENYABUN PERMUKAAN TEMBOK LAMA
12,000.00
N. 6.6.5
1 M2 MENGEROK KARAT ATAU CAT LAMA PERMUKAAN BAJA DENGAN PANCAR
726,407.11
N. 6.6.6
1 M2 MENDEMPUL DAN MENGGOSOK KAYU
5,791.25
N. 6.6.7
1 M2 PENGECATAN BIDANG KAYU LAMA
21,025.00
N. 6.6.8
1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR ), 1 LAPIS CAT DASAR,
22,380.00
N. 6.6.9
1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR )
31,365.00
N. 6.6.10 1 M2 PELABURAN BIDANG KAYU DENGAN TEAK OIL
10,995.00
N. 6.6.11 1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR
13,847.00
N. 6.6.12 1 M2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER
6,610.00
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URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
N. 6.6.13 1 M2 PELABURAN BIDANG KAYU DENGAN VERNIS
20,185.00
N. 6.6.14 1 M2 PENGECATAN TEMBOK BARU ( 1 lapis plamir,
13,397.00
N. 6.6.15 1 M2 PENGECATAN TEMBOK LAMA
9,444.00
N. 6.6.16 1 M2 MELABUR TEMBOK DENGAN KALKARIUM
3,972.00
N. 6.6.17 1 M2 MELABUR TEMBOK DENGAN KAPUR SIRIH
10,911.14
N. 6.6.18 1 M2 MELABUR TEMBOK LAMA DENGAN KAPUR SIRIH ( UNTUK PEMELILHARAAN )
7,330.14
N. 6.6.19 1 M2 PEMASANGAN WALL PAPER
50,170.00
N. 6.6.20 1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI
16,275.00
N. 6.6.21 1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI DAN PERANCAH
30,075.14
N. 6.6.22 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL
4,475.14
N. 6.6.23 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL
4,650.00
N. 6.6.24 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL
96,500.00
N. 6.6.25 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA SEMPROT
80,500.00
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724,228.17
TRUE
711,959.51
TRUE
701,756.52
TRUE
84,209.69
TRUE
890,375.49
TRUE
764,265.49
TRUE
798,974.46
TRUE
707,504.35
TRUE
824,168.79
TRUE
859,109.40
TRUE
886,637.14
TRUE
813,325.49
TRUE
890,375.49
TRUE
866,703.84
TRUE
906,598.48
TRUE
922,795.80
TRUE
1,032,599.71
TRUE
922,795.80
TRUE
4,200.00
TRUE
4,505.00
TRUE
26,855.00
TRUE
26,855.00
TRUE
26,855.00
TRUE
4,295.00
TRUE
12,460.00
TRUE
17,710.00
TRUE
12,198.00
TRUE
22,010.00
TRUE
75,210.38
TRUE
80,398.24
TRUE
168,286.46
TRUE TRUE
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TRUE FALSE 172,299.17
TRUE
207,186.46
TRUE
179,498.60
TRUE
158,560.74
TRUE
1,055,117.14
TRUE
1,080,771.78
TRUE
49,456.90
TRUE
2,925,969.03
TRUE
3,659,071.56
TRUE
6,073,831.70
TRUE
4,575,270.23
TRUE
4,119,088.79
TRUE
3,983,065.91
TRUE
4,350,900.18
TRUE
54,451.90
TRUE
66,663.82
TRUE TRUE
11,835.00
TRUE
50,585.00
TRUE
10,890.00
TRUE
45,186.14
TRUE
55,186.14
TRUE
45,186.14
TRUE
11,416.25
TRUE
24,805.00
TRUE
27,105.00
TRUE
26,985.00
TRUE
30,435.00
TRUE
21,235.00
TRUE
22,845.00
TRUE
22,865.00
TRUE
24,475.00
TRUE
31,145.00
TRUE TRUE
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TRUE FALSE 21,255.00
TRUE
21,485.00
TRUE
23,325.00
TRUE
24,015.00
TRUE
25,855.00
TRUE
97,475.00
TRUE
97,475.00
TRUE
97,475.00
TRUE
97,475.00
TRUE
97,475.00
TRUE
97,475.00
TRUE
99,570.00
TRUE
99,570.00
TRUE
54,554.75
TRUE
76,584.75
TRUE
77,460.00
TRUE
55,565.00
TRUE
68,574.14
TRUE
30,581.50
TRUE
21,771.25
TRUE
41,558.29
TRUE
30,706.00
TRUE
61,395.00
TRUE
49,340.00
TRUE
61,700.00
TRUE
482,780.00
TRUE TRUE
38,250.00
TRUE
29,010.00
TRUE
30,110.00
TRUE
29,010.00
TRUE
17,680.00
TRUE
9,980.00
TRUE TRUE
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TRUE FALSE 9,980.00
TRUE
32,200.00
TRUE
43,180.00
TRUE
21,560.00
TRUE
44,560.00
TRUE
50,920.00
TRUE
52,622.50
TRUE
193,033.25
TRUE
53,534.98
TRUE
76,334.98
TRUE
33,634.75
TRUE
37,700.00
TRUE
10,273.25
TRUE
41,320.36
TRUE
85,918.65
TRUE
61,453.65
TRUE
72,273.94
TRUE
25,803.00
TRUE TRUE
1,490,660.00
TRUE
354,755.67
TRUE
243,605.67
TRUE
2,069,655.67
TRUE
1,254,405.67
TRUE
339,205.67
TRUE
883,300.00
TRUE
1,558,890.11
TRUE
64,125.00
TRUE
11,999,091.72
TRUE
1,588,500.00
TRUE
10,704.41
TRUE
13,496.08
TRUE
33,141.41
TRUE TRUE
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TRUE FALSE 67,984.21
TRUE
315,358.16
TRUE
259,898.59
TRUE
398,943.14
TRUE
110,415.00
TRUE
160,852.50
TRUE
211,290.00
TRUE
318,789.00
TRUE
1,267,014.00
TRUE
1,499,708.00
TRUE
47,419.25
TRUE
55,825.50
TRUE
89,450.50
TRUE
131,481.75
TRUE
173,513.00
TRUE
215,544.25
TRUE
264,313.50
TRUE
297,938.50
TRUE
249,740.00
TRUE
247,578.35
TRUE
26,937.50
TRUE
24,350.00
TRUE TRUE
5,408.00
TRUE
3,408.00
TRUE
111,615.00
TRUE
119,550.00
TRUE
127,560.00
TRUE
3,408.00
TRUE
52,640.00
TRUE
136,362.00
TRUE
111,612.00
TRUE
37,205.00
TRUE TRUE
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TRUE FALSE 37,205.00
TRUE
327,756.00
TRUE
54,254.13
TRUE
24,004.13
TRUE
25,714.13
TRUE
31,214.13
TRUE
186,946.50
TRUE
70,933.07
TRUE
83,566.24
TRUE
75,771.37
TRUE
81,466.24
TRUE TRUE
164,480.00
TRUE
154,100.00
TRUE
93,175.00
TRUE
28,040.00
TRUE
34,870.00
TRUE
26,580.00
TRUE
13,700.00
TRUE
9,870.00
TRUE
17,870.00
TRUE
32,900.00
TRUE
13,160.00
TRUE
32,900.00
TRUE
6,580.00
TRUE
39,480.00
TRUE
41,450.00
TRUE
62,670.00
TRUE
97,870.00
TRUE
151,652.50
TRUE
120,950.00
TRUE
114,370.00
TRUE
135,270.00
TRUE TRUE
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TRUE FALSE 162,855.50
TRUE
9,870.00
TRUE
284,870.00
TRUE TRUE
82,613.69
TRUE
75,070.69
TRUE
65,053.15
TRUE
83,017.64
TRUE
70,689.64
TRUE
79,603.64
TRUE
96,193.69
TRUE
107,754.69
TRUE
139,143.69
TRUE
143,300.69
TRUE
34,333.69
TRUE
35,085.69
TRUE
39,193.92
TRUE
60,933.69
TRUE
71,579.18
TRUE
15,849.87
TRUE
10,864.61
TRUE
11,746.57
TRUE
11,194.70
TRUE
10,547.60
TRUE
13,166.97
TRUE
15,734.30
TRUE
16,285.70
TRUE
18,028.20
TRUE
58,627.61
TRUE
48,637.61
TRUE
48,637.61
TRUE
48,637.61
TRUE
48,637.61
TRUE TRUE
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TRUE FALSE 48,637.61
TRUE
46,260.00
TRUE
46,260.00
TRUE
32,092.68
TRUE
133,718.62
TRUE
149,518.62
TRUE
133,718.62
TRUE
18,187.61
TRUE
15,969.61
TRUE
14,218.05
TRUE
76,320.01
TRUE
8,720.00
TRUE
108,649.82
TRUE
111,118.62
TRUE
117,718.62
TRUE
117,718.62
TRUE
117,718.62
TRUE
110,718.62
TRUE
114,718.62
TRUE
110,718.62
TRUE
76,152.11
TRUE
76,152.11
TRUE
18,530.00
TRUE
18,530.00
TRUE
13,080.00
TRUE
18,530.00
TRUE
18,530.00
TRUE
52,550.00
TRUE
171,948.00
TRUE
220,340.21
TRUE
174,640.21
TRUE
197,140.21
TRUE
196,140.21
TRUE TRUE
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TRUE FALSE 186,570.07
TRUE
171,140.21
TRUE
121,140.21
TRUE
106,140.21
TRUE
109,390.21
TRUE
115,140.21
TRUE
86,315.21
TRUE
143,487.58
TRUE
111,487.58
TRUE
112,287.58
TRUE
69,889.85
TRUE
69,889.85
TRUE
16,350.00
TRUE
16,350.00
TRUE
16,350.00
TRUE
16,350.00
TRUE
44,630.00
TRUE
13,080.00
TRUE
13,080.00
TRUE
30,595.00
TRUE TRUE
11,475.00
TRUE
12,000.00
TRUE
12,000.00
TRUE
12,000.00
TRUE
726,407.11
TRUE
5,791.25
TRUE
21,025.00
TRUE
22,380.00
TRUE
31,365.00
TRUE
10,995.00
TRUE
13,847.00
TRUE
6,610.00
TRUE TRUE
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TRUE FALSE 20,185.00
TRUE
13,397.00
TRUE
9,444.00
TRUE
3,972.00
TRUE
10,911.14
TRUE
7,330.14
TRUE
50,170.00
TRUE
16,275.00
TRUE
30,075.14
TRUE
4,475.14
TRUE
4,650.00
TRUE
96,500.00
TRUE
80,500.00
TRUE TRUE
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REKAPITULASI ANALISA SNI NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
A. PEKERJAAN PERSIAPAN
A. 6.6.1
1 M' PAGAR SEMENTARA DARI KAYU TINGGI 2 M
99,388.44
A. 6.6.2
1 M' PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 M
144,638.44
A. 6.6.3
1 M' PAGAR SEMENTARA DARI KAWAT DURI TINGGI 1,8 M
321,230.34
A. 6.6.4
1 M' MENGUKUR DAN MEMASANG BOUWPLANK
30,850.37
A. 6.6.5
1 M2 PEMBUATAN KANTOR SEMENTARA DENGAN LANTAI PLESTERAN
1,859,515.91
A. 6.6.6
1 M2 PEMBUATAN GUDANG SEMEN DAN ALAT - ALAT
487,082.97
A. 6.6.7
1 M2 PEMBUATAN RUMAH JAGA/KONSTRUKSI KAYU
507,647.35
A. 6.6.8
1 M' MEMBERSIHKAN LAPANGAN DAN PERATAAN
22,700.00
A. 6.6.9
1 M2 PEMBUATAN BEDENG BURUH
547,381.24
A. 6.6.10
1 M2 PEMBUATAN BAK ADUKAN UKURAN (40 X 50 X 20) CM
79,888.59
A. 6.6.11
1 M2 PEMBUATAN STEGGER DARI BAMBU,UKURAN (40X50X20) CM
29,335.00
A. 6.6.12
1 M2 PEMBUATAN JALAN SEMENTARA
205,550.00
A. 6.6.13
1 M3 BONGKARAN BETON BERTULANG
319,995.00
A. 6.6.14
1 M3 BONGKARAN DINDING TEMBOK BATA MERAH
319,995.00
A. 6.6.15
1 M' PASANG PAGAR KAWAT JARING GALVANIS.TINGGI 1,00 M
20,835.00
A. 6.6.16
1 M' PASANG PAGAR BETON PRACETAK ( 5X50X213) CM
2,030,554.75
B. PEKERJAAN TANAH
B. 6.6.1
1 M3 GALIAN TANAH BIASA SEDALAM 1 M'
20,400.00
B. 6.6.2
1 M3 GALIAN TANAH BIASA SEDALAM 2 M'
26,790.00
B. 6.6.3
1 M3 GALIAN TANAH BIASA SEDALAM 3 M'
37,455.00
B. 6.6.4
1 M3 GALIAN TANAH KERAS SEDALAM 1 M'
31,845.00
B. 6.6.5
1 M3 GALIAN TANAH CADAS SEDALAM 1 M
63,750.00
B. 6.6.6
1 M3 GALIAN TANAH LUMPUR SEDALAM 1 M'
42,015.00
B. 6.6.7
1 M2 PEKERJAAN STRIPPING SETINGGI 1 M
2,550.00
B. 6.6.8
1 M3 PEMBUANGAN TANAH SEJAUH 150 M
26,220.00
B. 6.6.9
1 M3 URUGAN KEMBALI
9,780.00
B. 6.6.10
PEMADATAN TANAH
25,500.00
B. 6.6.11
1 M3 URUGAN TANAH
232,963.62
1 M3 URUGAN PASIR
279,080.43
B. 6.6.11.a
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NO
URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
B. 6.6.12
1 M3 LAPISAN PUDEL CAMP 1 Kp : 3 Ps : 7 TL
133,602.12
B. 6.6.13
1 M3 LAPISAN PUDEL CAMP 1 Kp : 5 TL
67,685.00
B. 6.6.14
1 M3 PEMASANGAN LAPISAN IJUK
7,650.00
B. 6.6.15
1 M3 URUGAN SIRTU
264,230.43
B. 6.6.16
1 M2 PEMBUATAN JALAN SEMENTARA. TEBAL 25 CM
131,921.30
C. PEKERJAAN PONDASI
C.6.6.1
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 1 Ps
760,107.78
C.6.6.2
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 2 Ps
680,808.85
C.6.6.3
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 2,5 Ps
760,107.78
C.6.6.4
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 3 Ps
639,383.74
C.6.6.5
1 M3 PASANG PONDASI BATU KALI / GUNUNG / BELAH 1 Pc ; 4 Ps
614,578.59
C.6.6.6
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 5 Ps
597,348.20
C.6.6.7 C.6.6.8
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 6 Ps 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 8 Ps
585,250.83 562,890.83
C.6.6.9
1 M3 PASANG PONDASI BATU KALI, 1 Kp ; 1 Sm ; 1 Ps
481,899.60
C.6.6.10
1 M3 PASANG PONDASI BATU KALI, 1 Kp ; 1 Sm ; 2 Ps
430,598.52
C.6.6.11
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 1/4 Kp ; 4 Ps
615,706.46
C.6.6.12
1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 3 Kp ; 10 Ps
520,605.71
C.6.6.13
1 M3 PASANG PONDASI BATU KALI, 1/4 Pc ; 1 Kp ; 4 Ps
511,062.29
C. 6.6.14
1 M3 PASANGAN BATU KOSONG (AANSTAMPING)
378,580.54
C. 6.6.15
1 M3 PASANG PONDASI SIKLOP 40 % BATU KALI
1,460,569.29
C. 6.6.16
1 M3 PASANG PONDASI SUMURAN DIA 100 CM
824,370.24
C. 6.6.17
PEMBUATAN TIANG PANCANG (40X40) CM, BETON BERTULANG
768,177.43
C. 6.6.18
PEMBUATAN TIANG PANCANG (35X35) CM, BETON BERTULANG
601,502.76
D. PEKERJAAN DINDING
D.6.6.1
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 1 Ps
179,040.25
D.6.6.2
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 2 Ps
166,625.36
D.6.6.3
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 3 Ps
160,297.60
D.6.6.4
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 4 Ps
155,292.73
D.6.6.5
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 5 Ps
153,797.84
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URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
D.6.6.6
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 6 Ps
153,797.84
D.6.6.7
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 3 Kp ; 10 Ps
141,141.25
D.6.6.8
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Pc ; 1 Ps
85,295.88
D. 6.6.9
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 2 ps
80,180.55
D. 6.6.10
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 3 ps
76,740.88
D. 6.6.11
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 4 ps
75,021.38
D. 6.6.12
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 5 ps
73,955.32
D. 6.6.13
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 6 ps
73,783.98
D. 6.6.14
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 8 ps
72,468.35
D. 6.6.15
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 3 Kp ; 10 ps
70,823.35
D. 6.6.16
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 1 Sm ; 1 ps
59,011.01
D. 6.6.17
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Kp ; 1 Sm ; 2 Ps
61,480.28
D. 6.6.18
1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.20)
145,959.22
D. 6.6.19
1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.15)
125,040.55
D. 6.6.20
1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.10)
93,538.31
D. 6.6.21
1 M2 PASANGAN DINDING CON BLOCK (HB.20)
171,195.87
D. 6.6.22
1 M2 PASANGAN DINDING CON BLOCK (HB.15)
125,026.32
D. 6.6.23
1 M2 PASANGAN DINDING CON BLOCK (HB.10)
101,980.22
D. 6.6.24
1 M2 PASANGAN DINDING LATAI
102,496.42
D. 6.6.25
1 M2 PASANGAN DINDING ROSTER 20 X 20
118,542.85
D. 6.6.26
1 M2 PASANG BATA BERONGGA UKURAN ( 5x11x24 ) cm
231,042.21
D. 6.6.27
1 M2 PASANG DINDING ANYAMAN BAMBU RANGKA KAYU
29,200.62
D. 6.6.28
1 M2 PASANG DINDING PEMISAH PLYWOOD RANGKAP
137,428.16
E. PEKERJAAN PLESTERAN
E. 6.6.1
1 M2 PLESTERAN 1 pc ; 1 ps, TEBAL 15 MM
33,105.57
E. 6.6.2
1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 15 MM
30,319.84
E. 6.6.3
1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 15 MM
29,064.57
E. 6.6.4
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 15 MM
28,213.34
E. 6.6.5
1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 15 MM
27,955.67
E. 6.6.6
1 M2 PLESTERAN 1 pc ; 6 ps, TEBAL 15 MM
27,654.84
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URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
E. 6.6.7
1 M2 PLESTERAN 1 pc ; 8 ps, TEBAL 15 MM
27,216.41
E. 6.6.8
1 M2 PLESTERAN 1 pc ; 0,5 Kp ; 3 Ps, TEBAL 15 MM
26,962.97
E. 6.6.9
1 M2 PLESTERAN 1 pc ; 3 Kp ; 10 Ps, TEBAL 15 MM
23,856.34
E. 6.6.10
1 M2 PLESTERAN 0,5 pc ; 1 Kp ; 4 Ps, TEBAL 15 MM
26,096.77
E. 6.6.11
1 M2 PLESTERAN 1 Kp ; 1 Sm ; 1 Ps, TEBAL 15 MM
21,048.84
E. 6.6.12
1 M2 PLESTERAN 1 Kp ; 1 Sm ; 2 Ps, TEBAL 15 MM
22,534.53
E. 6.6.13
1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 20 MM
42,220.84
E. 6.6.14
1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 20 MM
39,976.74
E. 6.6.15
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 20 MM
38,652.68
E. 6.6.16
1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 20 MM
37,457.28
E. 6.6.17
1 M2 PLESTERAN 1 pc ; 6 ps, TEBAL 20 MM
37,053.41
E. 6.6.18
1 M2 PLESTERAN 1 Kp ; 1 Sm ; 2 Ps, TEBAL 20 MM
28,744.95
E. 6.6.19 E. 6.6.20
1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 25 MM 1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 25 MM
43,054.37 45,319.85
E. 6.6.21
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 25 MM
44,116.35
E. 6.6.22
1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 25 MM
43,041.51
E. 6.6.23
1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 30 MM
55,323.85
E. 6.6.24
1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 30 MM
52,452.11
E. 6.6.25
1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 30 MM
50,818.62
E. 6.6.26
1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 30 MM
48,823.92
E. 6.6.27
1 M2 BERAPEN 1 pc ; 3 ps, TEBAL 30 MM
22,821.11
E. 6.6.28
1 M2 BERAPEN 1 pc ; 5 ps, TEBAL 15 MM
22,116.24
E. 6.6.29
1 M2 PLESTERAN BETON 1 pc ; 2 ps, TEBAL 15 MM
26,640.21
E. 6.6.30
1 M2 PLESTERAN BETON 1 pc ; 3 ps, TEBAL 15 MM
25,471.11
E. 6.6.31
1 M2 PLESTERAN SKONING 1 pc ; 2ps
7,984.13
E. 6.6.32
1 M2 PLESTERAN GRANITO 1 pc WARNA ; 2 GRANITO, TEBAL 10 MM
154,000.40
E. 6.6.33
1 M2 PLESTERAN TERASO 1 pc WARNA ; 2 BATU TERASO, TEBAL 10 MM
120,904.00
E. 6.6.34
1 M2 PLESTERAN CIPRAT 1 pc ; 2ps
25,958.27
E. 6.6.35
1 M2 PLESTERAN SIAR ADUKAN 1 pc ; 2ps
13,133.27
E. 6.6.36
1 M2 PLESTERAN WATERPROOF BATACOTE 3 LAPIS
32,877.40
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URAIAN PEKERJAAN
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F. PEKERJAAN KAYU
F.6.6.1
1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU JATI
7,008,000.00
F.6.6.2
1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU BENGKIRAI
3,723,086.33
F.6.6.3
1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU ULIN
3,243,086.33
F.6.6.4
1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU MERANTI MERAH
2,643,086.33
F.6.6.5
1 M2 PASANG PINTU KLAMP KAYU BENGKIRAI
158,423.84
F.6.6.6
1 M2 PASANG PINTU KLAMP KAYU ULIN
144,120.09
F.6.6.7
1 M2 PASANG PINTU PANEL KAYU JATI
480,500.00
F.6.6.8
1 M2 PASANG PINTU PANEL KAYU BENGKIRAI
286,002.88
F.6.6.9
1 M2 PASANG PINTU DAN JENDELA KACA KAYU JATI
405,400.00
F.6.6.10
1 M2 PASANG PINTU DAN JENDELA KACA KAYU BENGKIRAI
235,215.02
F.6.6.11
1 M2 PASANG PINTU DAN JENDELA KACA KAYU ULIN
221,215.02
F.6.6.12
1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU JATI
694,000.00
F.6.6.13
1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU BENGKIRAI
382,804.60
F.6.6.14
1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU JATI
352,704.75
F.6.6.15
1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU BENGKIRAI
257,401.16
F.6.6.16
1 M2 PASANG JALUSI MATI KUSEN KAYU JATI
567,773.75
F.6.6.17
1 M2 PASANG JALUSI MATI KUSEN KAYU BENGKIRAI
276,028.07
F.6.6.18
1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU ULIN
249,618.91
F.6.6.19
1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKAP KAYU JATI
407,897.50
F.6.6.20
1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKAP KAYU BENGKIRAI
309,401.16
F.6.6.21
1 M2 PASANG PINTU PLYWOOD & FORMIKA, RANGKA KAYU JATI
407,554.75
F.6.6.22
1 M2 PASANG PINTU PLYWOOD & FORMIKA, RANGKA KAYU BENGKIRAI
312,251.16
F.6.6.23
1 M2 PASANG PINTU TEAKWOOD & FORMIKA RANGKA KAYU JATI
402,804.75
F.6.6.24
1 M2 PASANG PINTU TEAKWOOD & FORMIKA, RANGKA KAYU BENGKIRAI
311,751.16
F.6.6.25
1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU JATI
492,054.75
F.6.6.26
1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU BENGKIRAI
396,751.16
F.6.6.27
1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU JATI
6,703,460.00
F.6.6.28
1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU BENGKIRAI
3,334,789.13
F.6.6.29
1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU ULIN
2,896,329.13
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URAIAN PEKERJAAN
JUMLAH HARGA (Rp)
F.6.6.30
1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU MERANTI
2,344,789.13
F.6.6.31
1M2 PASANG KASO + RENG GENTENG KODOK KAYU BENGKIRAI
35,924.61
F.6.6.32
1M2 PASANG KASO + RENG GENTENG KODOK KAYU ULIN
31,413.36
F.6.6.33
1M2 PASANG KASO + RENG GENTENG MONIER KAYU JATI
82,673.75
F.6.6.34
1M2 PASANG KASO + RENG GENTENG MONIER KAYU BENGKIRAI
39,799.76
F.6.6.35
1M2 PASANG KASO + RENG GENTENG BETON KAYU BENGKIRAI
39,799.76
F.6.6.36
1M2 PASANG KASO + RENG ATAP SIRAP KAYU BENGKIRAI
335,144.37
F.6.6.37
1M2 PASANG KASO + RENG ATAP SIRAP KAYU ULIN
269,529.37
F.6.6.38
1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU JATI
87,682.50
F.6.6.39
1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU BENGKIRAI
50,933.36
F.6.6.40
1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU ULIN
46,325.86
F.6.6.41
1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU JATI
144,673.75
F.6.6.42 F.6.6.43
1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU BENGKIRAI 1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU MERANTI
74,237.90 53,537.90
F.6.6.44
1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU JATI
170,715.00
F.6.6.45
1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU BENGKIRAI
88,029.44
F.6.6.46
1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU MERANTI
63,729.44
F.6.6.47
1M' PASANG LISPLANG UKURAN (3X20) CM, KAYU JATI
68,291.25
F.6.6.48
1M' PASANG LISPLANG UKURAN (3X20) CM, KAYU BENGKIRAI
33,281.77
F.6.6.49
1M' PASANG LISPLANG UKURAN (3X30) CM, KAYU JATI
96,261.25
F.6.6.50
1M' PASANG LISPLANG UKURAN (3X30) CM, KAYU BENGKIRAI
60,844.54
F.6.6.51
1M' PASANG LISPLANG UKURAN 2x(3X20) CM, KAYU BENGKIRAI
58,204.29
F.6.6.52
1M' PASANG LISPLANG UKURAN 2x(2X20) CM, KAYU BENGKIRAI
32,692.62
F. 6.6.53.
1M' PASANG LISPLANG UKURAN 2x(2X20) CM, KAYU ULIN
29,252.62
F. 6.6.54
1M2 PASANG RANGKA DINDING PEMISAH KAYU BENGKIRAI
92,628.16
F. 6.6.55
1M2 PASANG RANGKA DINDING PEMISAH KAYU ULIN
82,028.16
F. 6.6.56
1M2 PASANG DINDING PEMISAH TEKWOOD RANGKAP, RANGKA KAYU BENGKIRAI
92,628.16
F. 6.6.57
1M2 PASANG DINDING PEMISAH PLYWOOD RANGKAP, RANGKA KAYU KAMPER
166,948.16
F. 6.6.58
1M2 PASANG DINDING LAMBRISIRING DARI PAPAN JATI
176,927.50
F. 6.6.59
1M2 PASANG PLYWOOD TEBAL 3 MM, UNTUK DINDING
30,969.25
F. 6.6.60
1M2 PASANG LIST PLAFOND, KAYU PROFIL
7,882.50
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99,388.44
TRUE
144,638.44
TRUE
321,230.34
TRUE
30,850.37
TRUE
##########
TRUE
487,082.97
TRUE
507,647.35
TRUE
22,700.00
TRUE
547,381.24
TRUE
79,888.59
TRUE
29,335.00
TRUE
205,550.00
TRUE
319,995.00
TRUE
319,995.00
TRUE
20,835.00
TRUE
##########
TRUE TRUE
20,400.00
TRUE
26,790.00
TRUE
37,455.00
TRUE
31,845.00 63,750.00
TRUE TRUE
42,015.00
TRUE
2,550.00
TRUE
26,220.00
TRUE
9,780.00
TRUE
25,500.00
TRUE
232,963.62
TRUE
279,080.43
TRUE
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TRUE FALSE 133,602.12
TRUE
67,685.00
TRUE
7,650.00
TRUE
264,230.43
TRUE
131,921.30
TRUE TRUE
760,107.78
TRUE
680,808.85
TRUE
760,107.78
TRUE
639,383.74
TRUE
614,578.59
TRUE
597,348.20
TRUE
585,250.83 562,890.83
TRUE TRUE
481,899.60
TRUE
430,598.52
TRUE
615,706.46
TRUE
520,605.71
TRUE
511,062.29
TRUE
378,580.54
TRUE
##########
TRUE
824,370.24
TRUE
768,177.43
TRUE
601,502.76
TRUE TRUE
179,040.25
TRUE
166,625.36
TRUE
160,297.60
TRUE
155,292.73
TRUE
153,797.84
TRUE
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TRUE FALSE 153,797.84
TRUE
141,141.25
TRUE
85,295.88 80,180.55
TRUE TRUE
76,740.88
TRUE
75,021.38
TRUE
73,955.32
TRUE
73,783.98
TRUE
72,468.35
TRUE
70,823.35
TRUE
59,011.01
TRUE
61,480.28
TRUE
145,959.22
TRUE
125,040.55
TRUE
93,538.31
TRUE
171,195.87
TRUE
125,026.32
TRUE
101,980.22
TRUE
102,496.42
TRUE
118,542.85
TRUE
231,042.21
TRUE
29,200.62
TRUE
137,428.16
TRUE TRUE
33,105.57
TRUE
30,319.84
TRUE
29,064.57
TRUE
28,213.34
TRUE
27,955.67
TRUE
27,654.84
TRUE
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TRUE FALSE 27,216.41
TRUE
26,962.97
TRUE
23,856.34
TRUE
26,096.77
TRUE
21,048.84
TRUE
22,534.53
TRUE
42,220.84
TRUE
39,976.74
TRUE
38,652.68
TRUE
37,457.28
TRUE
37,053.41
TRUE
28,744.95
TRUE
43,054.37 45,319.85
TRUE TRUE
44,116.35
TRUE
43,041.51
TRUE
55,323.85
TRUE
52,452.11
TRUE
50,818.62
TRUE
48,823.92
TRUE
22,821.11
TRUE
22,116.24
TRUE
26,640.21
TRUE
25,471.11
TRUE
7,984.13
TRUE
154,000.40
TRUE
120,904.00
TRUE
25,958.27
TRUE
13,133.27
TRUE
32,877.40
TRUE
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TRUE FALSE TRUE ##########
TRUE
##########
TRUE
##########
TRUE
##########
TRUE
158,423.84
TRUE
144,120.09
TRUE
480,500.00
TRUE
286,002.88
TRUE
405,400.00
TRUE
235,215.02
TRUE
221,215.02
TRUE
694,000.00 382,804.60
TRUE TRUE
352,704.75
TRUE
257,401.16
TRUE
567,773.75
TRUE
276,028.07
TRUE
249,618.91
TRUE
407,897.50
TRUE
309,401.16
TRUE
407,554.75
TRUE
312,251.16
TRUE
402,804.75
TRUE
311,751.16
TRUE
492,054.75
TRUE
396,751.16
TRUE
##########
TRUE
##########
TRUE
##########
TRUE
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TRUE FALSE ##########
TRUE
35,924.61
TRUE
31,413.36
TRUE
82,673.75
TRUE
39,799.76
TRUE
39,799.76
TRUE
335,144.37
TRUE
269,529.37
TRUE
87,682.50
TRUE
50,933.36
TRUE
46,325.86
TRUE
144,673.75
TRUE
74,237.90
TRUE
53,537.90
TRUE
170,715.00
TRUE
88,029.44
TRUE
63,729.44
TRUE
68,291.25
TRUE
33,281.77
TRUE
96,261.25
TRUE
60,844.54
TRUE
58,204.29
TRUE
32,692.62
TRUE
29,252.62
TRUE
92,628.16
TRUE
82,028.16
TRUE
92,628.16
TRUE
166,948.16
TRUE
176,927.50
TRUE
30,969.25
TRUE
7,882.50
TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
Hal : 505
154/160
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SNI LENGKAP 2006 - slide pdf.c om
TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
Hal : 505
155/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
Hal : 505
156/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
Hal : 505
157/160
5/11/2018
SNI LENGKAP 2006 - slide pdf.c om
TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE
Hal : 505
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
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SNI LENGKAP 2006 - slide pdf.c om
Hal : 505
http://slide pdf.c om/re a de r/full/sni-le ngka p-2006
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SNI LENGKAP 2006 - slide pdf.c om
Hal : 505
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