rab lab smpn
TRANSCRIPT
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NO. URAIAN HARGA UPAH HARGA SATUAN
1 Pekerja @Rp. 65,000.00 Org/Hari
2 Mandor @Rp. 75,000.00 OH
3 Tukang Batu @Rp. 95,000.00 OH4 Tukang Kayu @Rp. 95,000.00 OH
5 Tukang Besi @Rp. 95,000.00 OH
6 Tukang Keramik @Rp. 95,000.00 OH
7 Tukang Plafond @Rp. 95,000.00 OH
8 Tukang Pasang Pipa @Rp. 95,000.00 OH
9 Tukang Cat @Rp. 95,000.00 OH
10 Tukang Las @Rp. 95,000.00 OH
11 Tukang Sumur Bor @Rp. 95,000.00 OH
12 Pembantu Ahli Bor @Rp. 75,000.00 OH
13 Operator terampil @Rp. 75,000.00 OH
14 Kepala Tukang @Rp. 110,000.00 OH
15 Jaga Malam @Rp. 70,000.00 OM
URAIAN HARGA BAHAN HARGA SATUAN
TIMBUNAN / GALIAN
1 Tanah Timbun @Rp. 82,400.00 M3
2 Pasir Timbun / urug @Rp. 105,200.00 M3
3 Pasir @Rp. 118,800.00 M3
4 Pasir Beton @Rp. 132,400.00 M3
5 S i r t u @Rp. 141,500.00 M3
6 Tanah Humus @Rp. 250,000.00 M3
B. BAHAN PEREKAT
1 Semen PPC @Rp. 1,300.00 Kg
2 Cement Putih/ Warna @Rp. 2,250.00 Kg
3 Lem Kayu @Rp. 40,000.00 Kg4 Lem Vinyl / Karet @Rp. 45,000.00 Kg
5 Perekat Kaca @Rp. 85,000.00 Kg
6 Waterproof @Rp. 60,000.00 Kg
7 Lem pipa @Rp. 78,000.00 Kg
8 Lem pipa @Rp. 12,000.00 tube
9 Seal tape @Rp. 3,100.00 roll
10 Air kerja @Rp. 35.00 Ltr
C. BATU / BATU CETAKAN
1 Batu Kerikil @Rp. 300,400.00 M3
2 Batu kali @Rp. 255,100.00 M3
3 Batu Pecah 1 - 2 cm @Rp. 288,800.00 M3
4 Batu Pecah 2 - 3 cm @Rp. 285,200.00 M35 Batu Pecah 3 - 5 cm @Rp. 276,200.00 M3
6 Batu Pecah 5 - 7 cm @Rp. 268,900.00 M3
7 Batu Pecah 7 - 10 cm @Rp. 231,000.00 M3
8 Batu pecah 15 - 20 cm @Rp. 203,100.00 M3
9 Batu pecah 10 - 15 cm @Rp. 213,100.00 M3
10 Batu Kacang/jagung 0,5 - 1 cm @Rp. 230,000.00 M3
11 Batu Bata 5x10x20 cm @Rp. 500.00 Bh
12 Batu Bataco 10x20x40 cm @Rp. 3,800.00 Bh
13 Batu Bataco 9x18x36 cm @Rp. 3,600.00 Bh
14 Batu Krawang 10x10x20 cm @Rp. 5,000.00 Bh
DAFTAR HARGA SATUAN BAHAN DAN UPAH
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NO. URAIAN HARGA UPAH HARGA SATUAN
15 Batu Krawang 12x11x24 cm @Rp. 5,500.00 Bh
16 Bondbeam/Kanstin 60x30x20 cm @Rp. 40,000.00 Bh
17 Paving Blok beton tbl 6 cm @Rp. 2,000.00 Bh
18 Cob stone uk 10 x 20 x 40 cm @Rp. 13,800.00 Bh
19 Con Block Warna type Uni Pave tbl 6 cm @Rp. 1,600.00 Bh
20 Con Block Warna type Dosex Six tbl 6 cm @Rp. 1,600.00 Bh21 Con Block Warna type Hexagon tbl 6 cm @Rp. 1,600.00 Bh
22 Con Block K 125 @Rp. 2,200.00 Bh
23 Con Block K 175 @Rp. 2,500.00 Bh
24 Bodem 30cm @Rp. 27,000.00 Bh
D. KAYU / LANGIT-LANGIT
1 Balok Kayu Damar Laut / Kelas I @Rp. 10,370,400.00 M3
2 Papan Kayu Damar Laut / Kelas I @Rp. 10,370,000.00 M3
3 Balok Kayu Meranti / Kelas II @Rp. 6,814,800.00 M3
4 Papan Kayu Meranti / Kelas II @Rp. 7,037,000.00 M3
5 Kayu Sembarang Keras / Kelas III @Rp. 5,000,000.00 M3
6 Kayu Bekisting @Rp. 3,833,300.00 M3
7 Papan Sembarang @Rp. 80,700.00 Kpg8 Kayu Lat Asbes 5x30x400 mm @Rp. 7,400.00 Btg
9 Kayu Dolken / kayu laut 7,5 - 10 @Rp. 52,000.00 Btg
10 Bambu 6 - 8 / 600 cm @Rp. 13,800.00 Btg
11 Bilik bambu @Rp. 14,000.00 M2
12 Kayu Profil 1" @Rp. 6,500.00 M'
13 Kayu Profil 2" @Rp. 12,500.00 M'
14 Kayu Profil 3" @Rp. 18,800.00 M'
15 Kayu Profil 4" @Rp. 25,100.00 M'
16 Profil Gypsum 2" @Rp. 4,600.00 M'
17 Profil Gypsum 3" @Rp. 5,400.00 M'
18 Profil Gypsum 4" @Rp. 6,700.00 M'
19 Profil Gypsum 6" @Rp. 8,500.00 M'
20 Plywood 120 x 240 tbl. 9 mm @Rp. 135,000.00 Lbr21 Plywood 120 x 240 tbl. 6 mm @Rp. 95,000.00 Lbr
22 Plywood 120 x 240 tbl. 4 mm @Rp. 65,000.00 Lbr
23 Teakwood 120 x 240 tbl. 3 mm @Rp. 50,000.00 Lbr
24 Triplek Jati 120 x 240 tbl. 3 mm @Rp. 120,000.00 Lbr
25 Triplek Sungkai 120 x 240 tbl.3 mm @Rp. 120,000.00 Lbr
26 Formica 120 x 240 cm @Rp. 74,300.00 Lbr
27 Gypsum 120 x 240 tbl. 6 mm @Rp. 60,000.00 Lbr
28 Gypsum 120 x 240 tbl. 9 mm @Rp. 71,500.00 Lbr
29 Gypsum 120 x 240 tbl.12 mm @Rp. 93,500.00 Lbr
30 Beeding gypsum @Rp. 7,000.00 Btg
31 Tepung gypsum @Rp. 10,400.00 Kg
32 Asbes Lokal 100 x 100 cm @Rp. 14,000.00 Lbr
33 Asbes Atrisco 100 x 100 cm t= 4 mm @Rp. 15,000.00 Lbr34 Akustik 30 x 30 cm @Rp. 8,500.00 Lbr
35 Akustik 30 x 60 cm @Rp. 17,100.00 Lbr
36 Akustik 60 x 120 cm @Rp. 68,300.00 Lbr
37 Rangka Furing Ceiling Gypsum @Rp. 50,000.00 M2
38 Rangka Furing Dinding Gypsum @Rp. 60,000.00 M2
39 Tepung Dempul @Rp. 10,500.00 Kg
40 Kain Kasa/Paper Tape @Rp. 60,000.00 Roll
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NO. URAIAN HARGA UPAH HARGA SATUAN
E. BESI / KAWAT / ALLUMINIUM
1 Besi Beton Polos @Rp. 15,000.00 Kg
2 Besi Beton Ulir @Rp. 16,000.00 Kg
3 Besi Profil WF/INP @Rp. 17,300.00 Kg
4 Besi CNP @Rp. 17,250.00 Kg5 Besi Plat Strip @Rp. 17,250.00 Kg
6 Kawat Beton @Rp. 18,700.00 Kg
7 Kawat Licin / seng polos @Rp. 22,500.00 Kg
8 Kawat Duri @Rp. 4,500.00 M'
9 Kawat Nyamuk @Rp. 19,000.00 M2
10 Kawat Kasa @Rp. 13,000.00 M2
11 Kawat Harmonika # 1" @Rp. 25,000.00 M2
12 Kawat Burung @Rp. 15,000.00 M2
13 Kawat Las @Rp. 45,000.00 Kg
14 Pagar Kawat BRC 120 polos @Rp. 250,000.00 Lbr
15 Pintu Besi @Rp. 820,000.00 M2
16 Pintu Gulung Besi @Rp. 830,000.00 M2
17 Pintu Lipat Besi @Rp. 840,000.00 M218 Pintu Rolling Door @Rp. 467,000.00 M2
19 Pintu lipat (folding door) bahan plastik/PVC @Rp. 467,000.00 M2
20 Jerajak Besi Bermotif @Rp. 382,030.00 M2
21 Jerajak Besi Strip @Rp. 350,000.00 M2
22 Kosen Pintu Alluminium ( 80 x 210 ) Coklat @Rp. 450,000.00 Bh
23 Kosen Pintu Alluminium ( 80 x 210 ) putih @Rp. 420,000.00 Bh
24 Kosen Jendela Alluminium ( 120 x 60 ) coklat @Rp. 350,000.00 Bh
25 Kosen Jendela Alluminium ( 120 x 60 ) putih @Rp. 320,000.00 Bh
26 Pintu Alluminium ( 80 x 210 ) Coklat @Rp. 750,000.00 Bh
27 Pintu Alluminium ( 80 x 210 ) putih @Rp. 650,000.00 Bh
28 Profil Alluminium T @Rp. 8,500.00 M'
29 Profil rangka pintu aluminium @Rp. 132,000.00 M'
30 Almunium strip @Rp. 30,000.00 M'31 Kosen Pintu / jendela aluminium coklat @Rp. 90,000.00 M'
32 Kosen Pintu / jendela aluminium putih @Rp. 85,000.00 M'
33 Vention Blinds @Rp. 175,000.00 M2
34 Verticals Blinds @Rp. 185,000.00 M2
35 Bingkai Naco Niki hitam @Rp. 195,000.00 M2
36 Bingkai Naco Niki putih @Rp. 165,000.00 M2
37 Paku Beton 0,5 - 2" @Rp. 300.00 Bh
38 Paku Beton 2" - 5" @Rp. 500.00 Bh
39 Paku Biasa 0,5 - 2" @Rp. 17,000.00 Kg
40 Paku Biasa 2 - 5" @Rp. 17,000.00 Kg
41 Paku seng @Rp. 250.00 Bh
42 Sekrup macam Ukuran @Rp. 21,200.00 Kg
43 Sekrup 0,5 - 2" @Rp. 300.00 Bh44 Sekrup fisher @Rp. 400.00 Bh
45 Bout 5/8" - 8" @Rp. 20,000.00 Bh
46 Bout Angker 3/4" - 10" @Rp. 45,400.00 Bh
47 Bout Ramset @Rp. 1,500.00 Bh
48 Rangka Atap Twin light @Rp. 300,000.00 M2
49 Wiremesh M6 (2,1 x 5,4) @Rp. 352,000.00 M2
50 Wiremesh M8 (2,1 x 5,4) @Rp. 605,000.00 M2
51 Furing untuk rangka utama @Rp. 34,100.00 Btg
52 Furing untuk rangka pembagi @Rp. 34,800.00 Btg
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NO. URAIAN HARGA UPAH HARGA SATUAN
53 Furing untuk rangka ke dinding @Rp. 8,300.00 Btg
54 Pengikat rangka furing @Rp. 1,000.00 set
55 Kawat penggantung+klipper rangka furing @Rp. 13,200.00 set
F. PENUTUP LANTAI DAN DINDING
1 Ubin granito 30 x 30 cm @Rp. 26,300.00 Bh2 Ubin granito 40 x 40 cm @Rp. 46,600.00 Bh
3 Ubin granito 60 x 60 cm @Rp. 104,700.00 Bh
4 Ubin Mosaik 30 x 30 cm @Rp. 15,290.00 Bh
5 Ubin Marmer Ex.DN @Rp. 330,000.00 M2
6 Ubin teralux marmer 30 x 30 cm @Rp. 27,200.00 Bh
7 Ubin teralux marmer 40 x 40 cm @Rp. 48,400.00 Bh
8 Ubin teralux marmer 60 x 60 cm @Rp. 109,500.00 Bh
9 Keramik Standart 60 x 60 cm @Rp. 33,000.00 Bh
10 Ubin keramik 10 x 20 cm @Rp. 1,300.00 Bh
11 Ubin keramik 20 x 20 cm @Rp. 2,600.00 Bh
12 Ubin keramik 20 x 25 cm @Rp. 3,250.00 Bh
13 Ubin keramik 25 x 25 cm @Rp. 3,750.00 Bh
14 Ubin keramik 30 x 30 cm @Rp. 5,910.00 Bh15 Ubin keramik 30 x 30 cm anti slip @Rp. 6,800.00 Bh
16 Ubin keramik 33 x 33 cm @Rp. 6,500.00 Bh
17 Ubin keramik 40 x 40 cm @Rp. 12,000.00 Bh
18 Ubin keramik artistik 5 x 20 cm @Rp. 5,000.00 Bh
19 Ubin keramik artistik timbul 5 x 20 cm @Rp. 15,000.00 Bh
20 Ubin keramik artistik timbul 10 x 10 cm @Rp. 15,000.00 Bh
21 Ubin keramik artistik timbul 10 x 20 cm @Rp. 22,000.00 Bh
22 Ubin keramik Essenza 30 x 30 cm @Rp. 21,200.00 Bh
23 Ubin keramik Essenza 40 x 40 cm @Rp. 37,600.00 Bh
24 Porselin 11 x 11 cm putih @Rp. 1,200.00 Bh
25 Porselin 11 x 11 cm, warna @Rp. 1,500.00 Bh
26 Porselin 15 x 15 cm, putih @Rp. 2,300.00 Bh
27 Porselin 15 x 15 cm, warna @Rp. 2,500.00 Bh28 Plint ubin teralux marmer 10 x 30 cm @Rp. 10,000.00 Bh
29 Plint ubin teralux marmer 10 x 40 cm @Rp. 13,000.00 Bh
30 Plint ubin teralux marmer 10 x 60 cm @Rp. 20,000.00 Bh
31 Plint ubin granito 10 x 30 cm @Rp. 28,000.00 Bh
32 Plint ubin granito 10 x 40 cm @Rp. 62,800.00 Bh
33 Plint ubin granito 10 x 60 cm @Rp. 157,200.00 Bh
34 Plint ubin keramik 10 x 30 cm @Rp. 4,200.00 Bh
35 Plint ubin keramik 10 x 40 cm @Rp. 5,600.00 Bh
36 Plint ubin keramik 10 x 60 cm @Rp. 8,400.00 Bh
37 Plint ubin keramik 15 x 30 cm @Rp. 6,300.00 Bh
38 Plint ubin keramik 15 x 40 cm @Rp. 8,400.00 Bh
39 Plint ubin keramik 15 x 60 cm @Rp. 12,600.00 Bh
40 Batu Lapis Dinding 7x3x24 @Rp. 1,818.00 Bh41 Batu kacang @Rp. 40,000.00 M2
42 Batu tempel hitam @Rp. 104,500.00 M2
43 Batu Poros @Rp. 140,000.00 M2
44 Karpet biasa @Rp. 20,000.00 M2
45 Carpet 80 % wool, 20 % nylon @Rp. 90,000.00 M2
46 Feltex carpet 100 % wool-T-21 @Rp. 90,000.00 M2
47 Underlyer tebal 6 mm / rubber corrugated @Rp. 110,000.00 M2
48 Vynil asbes 30 x 30 cm @Rp. 8,200.00 Bh
49 Vynil karet 30 x 30 cm KL I @Rp. 9,800.00 Bh
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NO. URAIAN HARGA UPAH HARGA SATUAN
50 Vynil karet 30 x 30 cm KL II @Rp. 9,100.00 Bh
51 Vynil motif kembang ex DN 30 x 30 cm @Rp. 9,400.00 Bh
52 Vynil wall covering lebar 50 cm @Rp. 65,000.00 M2
53 Paku Pancing 60 - 230 @Rp. 700.00 Bh
54 Wallpaper @Rp. 33,600.00 M2
55 Sekrup 3,5" @Rp. 20,400.00 Kg56 Perquet Jati @Rp. 368,500.00 M2
57 Gymfloor @Rp. 79,800.00 M2
G. PENUTUP ATAP
1 Atap Genteng Beton @Rp. 6,000.00 Bh
2 Atap Genteng Keramik @Rp. 20,000.00 Bh
3 Atap Sirap @Rp. 940.00 Bh
4 Atap Genteng Metal/Multi Roof ( 4 tingkat ) @Rp. 65,000.00 Lbr
5 Atap Genteng Asbes Cement 0,32 @Rp. 66,000.00 Lbr
6 Atap Aluminium gelombang tebal 0,55 @Rp. 98,200.00 Lbr
7 Atap Seng Alumi Zinc warna 0,35 @Rp. 69,240.00 M2
8 Atap Twin Light @Rp. 90,000.00 M2
9 Atap Seng gelombang 6' bjls @Rp. 48,000.00 Lbr10 Atap Seng gelombang 7' bjls @Rp. 56,000.00 Lbr
11 Atap Seng gelombang 8' bjls @Rp. 61,000.00 Lbr
12 Atap Seng Super Deck 3' x 6' tbl.0,30 @Rp. 68,800.00 Lbr
13 Roof light fibreglass gelombang 180 x 90 cm @Rp. 46,400.00 Lbr
14 Atap Asbes gelombang 2,1 x 1,05 tbl.4 mm @Rp. 38,000.00 Lbr
15 Genteng bubung palentong @Rp. 9,400.00 Bh
16 Genteng bubung palentong super @Rp. 12,700.00 Bh
17 Genteng bubung kodok @Rp. 9,600.00 Bh
18 Atap tylux @Rp. 50,000.00 Lbr
19 Nok genteng Beton @Rp. 12,200.00 Bh
20 Nok genteng Keramik @Rp. 35,000.00 Bh
21 Nok sudut genteng Keramik @Rp. 105,000.00 Bh
22 Nok genteng Asbes gelombang Cement 0,35 @Rp. 25,000.00 Lbr23 Nok Alluminium standart 40 cm 18 swg 22 @Rp. 52,200.00 M2
24 Rabung tylux @Rp. 38,000.00 Lbr
25 Rabung seng 7" @Rp. 20,000.00 Lbr
26 Rabung/ Nok genteng @Rp. 4,000.00 Bh
27 Rabung/ Nok genteng warna @Rp. 5,000.00 Bh
28 Rabung genteng metal @Rp. 25,000.00 Bh
29 Rabung Alumi Zinc warna @Rp. 23,100.00 Bh
30 Rangka atap baja ringan sederhana (siap pasang) @Rp. 120,000.00 M2
31 Rangka atap baja ringan (siap pasang) @Rp. 140,000.00 M2
32 Seng plat bjls 32 @Rp. 75,000.00 Lbr
33 Seng plat bjls 30 @Rp. 70,000.00 Lbr
34 Seng plat bjls 28 @Rp. 68,000.00 Lbr
35 Sisalation / aluminium foil @Rp. 20,000.00 M236 Paku Seng + Ring karet @Rp. 25,000.00 Kg
37 Paku Seng + Ring karet @Rp. 350.00 Bh
38 Paku hak panjang 15 cm @Rp. 30,500.00 Kg
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NO. URAIAN HARGA UPAH HARGA SATUAN
H. KUNCI DAN KACA
1 Kunci tanam antik @Rp. 225,000.00 Bh
2 Kunci tanam biasa @Rp. 85,000.00 Bh
3 Kunci tanam kamar mandi @Rp. 50,000.00 Bh
4 Kunci silinder @Rp. 40,000.00 Bh5 Kunci selot @Rp. 35,000.00 Bh
6 Kunci lemari @Rp. 12,500.00 Bh
7 Engsel pintu 4" @Rp. 15,000.00 Bh
8 Engsel jendela 3" @Rp. 11,000.00 Bh
9 Engsel angin @Rp. 25,000.00 Bh
10 Kait angin @Rp. 15,000.00 Bh
11 Rel pintu dorong @Rp. 225,000.00 Bh
12 Sealent @Rp. 40,000.00 Kg
13 Spring knip @Rp. 9,100.00 Bh
14 Door closer @Rp. 110,000.00 Bh
15 Door handle @Rp. 115,000.00 Bh
16 Door stop @Rp. 40,000.00 Bh
17 Espanyolet @Rp. 88,500.00 Bh18 Kaca Block 20 x 20 cm @Rp. 30,000.00 Bh
19 Kaca Polos tbl. 3 mm @Rp. 80,000.00 M2
20 Kaca Polos tbl. 5 mm @Rp. 130,000.00 M2
21 Kaca Polos tbl. 8 mm @Rp. 215,000.00 M2
22 Kaca Reyben tbl. 5 mm @Rp. 156,000.00 M2
23 Kaca Reyben tbl. 8 mm @Rp. 265,000.00 M2
24 Kaca buram tbl.3 mm @Rp. 96,000.00 M2
25 Kaca buram tbl.5 mm @Rp. 120,000.00 M2
26 Kaca buram tbl.8 mm @Rp. 265,000.00 M2
27 Kaca cermin tebal 5 mm @Rp. 175,000.00 M2
28 Kaca cermin tebal 6 mm @Rp. 210,000.00 M2
29 Kaca cermin tebal 8 mm @Rp. 280,000.00 M2
30 Kaca patri @Rp. 275,000.00 M231 Kaca wireglass @Rp. 151,300.00 M2
32 Rangka daun naco (1 daun) @Rp. 17,000.00 Set
33 Rangka daun naco (8 daun) @Rp. 146,000.00 Set
34 Rangka daun naco (5 daun) @Rp. 60,000.00 Set
35 Rangka daun naco (10 daun) @Rp. 170,000.00 Set
36 Kaca Reyben Naco 30 x 60 cm tbl.5 mm @Rp. 13,500.00 Lbr
37 Kaca Polos Naco tbl.5 mm @Rp. 11,500.00 kaki
I. CAT / MINYAK
1 Cat Dasar @Rp. 22,300.00 Kg
2 Cat Tembok setara Vinilex @Rp. 22,700.00 Kg
3 Cat Tembok setara ICI @Rp. 110,000.00 Kg
4 Cat Minyak @Rp. 59,100.00 Kg5 Cat Menie Kayu @Rp. 43,000.00 Kg
6 Cat Menie Besi @Rp. 43,000.00 Kg
7 Cat Sending @Rp. 60,000.00 Kg
8 Cat Melamix @Rp. 65,000.00 Kg
9 Cat Vernis Jadi @Rp. 50,000.00 Kg
10 Cat genteng @Rp. 55,000.00 Kg
11 Plamir @Rp. 15,700.00 Kg
12 Dempul Gypsum @Rp. 10,400.00 Kg
13 Dempul Cat @Rp. 31,600.00 Kg
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NO. URAIAN HARGA UPAH HARGA SATUAN
14 Minyak Cat @Rp. 15,000.00 Kg
15 Minyak Bekisting @Rp. 6,300.00 Ltr
16 Residu / Kolter @Rp. 6,700.00 Ltr
17 Soda Api @Rp. 12,100.00 Kg
18 Sabun @Rp. 10,300.00 Kg
19 Kuas kecil @Rp. 15,000.00 Bh20 Ampelas/Kertas Pasir @Rp. 1,800.00 Lbr
21 Solar @Rp. 4,500.00 Ltr
22 Minyak pelumas @Rp. 44,000.00 Ltr
J. SANITASI / PIPA
1 Kloset duduk / monoblok Lengkap tangki @Rp. 2,050,000.00 Bh
2 Kloset duduk / monoblok tanpa tangki @Rp. 1,350,000.00 Bh
3 Kloset jongkok biasa @Rp. 165,000.00 Bh
4 Bakkif Porselen @Rp. 2,750,000.00 Bh
5 Wastafel warna (standard) @Rp. 425,000.00 Bh
6 Urinoir @Rp. 522,500.00 Bh
7 Kran air 1/2" - 3/4" @Rp. 27,300.00 Bh
8 Kran air leher angsa 1/2" @Rp. 77,200.00 Bh9 Kran Shower @Rp. 50,000.00 Bh
10 Kran Cebok @Rp. 114,000.00 Bh
11 Bak fibre 0,3 M3 @Rp. 400,000.00 Bh
12 Bak fibre 1 M3 @Rp. 591,000.00 Bh
13 Bak cuci piring steinless 2 Lobang @Rp. 475,000.00 Bh
14 Bak cuci piring teraso 2 Lobang @Rp. 247,500.00 Bh
15 Tempat sabun keramik @Rp. 45,000.00 Bh
16 Floor Drain 4" standard @Rp. 25,000.00 Bh
17 Tutup Bak air 1" Kuningan @Rp. 13,800.00 Bh
18 Instalasi air Bersih @Rp. 100,000.00 Ttk
19 Instalasi air Kotor/Limbah @Rp. 125,000.00 Ttk
20 Buis Beton 1/2 15 cm @Rp. 11,300.00 M'
21 Buis Beton 1/2 20 cm @Rp. 17,800.00 M'22 Buis Beton 1/2 30 cm @Rp. 33,000.00 M'
23 Buis Beton 15 cm @Rp. 20,000.00 M'
24 Buis Beton 20 cm @Rp. 30,000.00 M'
25 Buis Beton 30 cm @Rp. 50,000.00 M'
26 Buis Beton 40 cm @Rp. 80,000.00 M'
27 Buis Beton 50 cm @Rp. 90,000.00 M'
28 Buis Beton 60 cm @Rp. 176,000.00 M'
29 Buis Beton 80 cm @Rp. 242,000.00 M'
30 Buis Beton 100 cm @Rp. 360,000.00 M'
31 Bodem pracetak 1/2 30 cm @Rp. 33,000.00 Bh
32 Pipa PVC Tipe AW 1/2" @Rp. 2,300.00 M'
33 Pipa PVC Tipe AW 3/4" @Rp. 3,632.00 M'
34 Pipa PVC Tipe AW 1" @Rp. 5,615.00 M'35 Pipa PVC Tipe AW 11/4" @Rp. 8,864.00 M'
36 Pipa PVC Tipe AW 11/2" @Rp. 14,260.00 M'
37 Pipa PVC Tipe AW 2" @Rp. 20,495.00 M'
38 Pipa PVC Tipe AW 21/2" @Rp. 29,306.00 M'
39 Pipa PVC Tipe AW 3" @Rp. 42,499.00 M'
40 Pipa PVC Tipe AW 4" @Rp. 62,790.00 M'
41 Pipa PVC Tipe AW 5" @Rp. 86,920.00 M'
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NO. URAIAN HARGA UPAH HARGA SATUAN
42 Pipa PVC Tipe AW 6" @Rp. 134,007.00 M'
43 Pipa PVC Tipe AW 8" @Rp. 213,703.00 M'
44 Pipa PVC Tipe AW 10" @Rp. 320,600.00 M'
45 Pipa PVC Tipe AW 12" @Rp. 509,795.00 M'
46 Pipa PVC Tipe D 2" @Rp. 11,500.00 M'
47 Pipa PVC Tipe D 3" @Rp. 23,700.00 M'48 Pipa PVC Tipe D 4" @Rp. 34,000.00 M'
49 Pipa Besi Hitam 1/2" @Rp. 14,800.00 M'
50 Pipa Besi Hitam 3/4" @Rp. 20,100.00 M'
51 Pipa Besi Hitam 1" @Rp. 29,500.00 M'
52 Pipa Besi Hitam 11/2" @Rp. 37,600.00 M'
53 Pipa Besi Hitam 2" @Rp. 47,600.00 M'
54 Pipa Besi Hitam 21/2" @Rp. 50,200.00 M'
55 Pipa besi (mustang) @Rp. 230,000.00 btg
56 Pipa Galvanis 1/2" @Rp. 14,810.00 M'
57 Pipa Galvanis 3/4" @Rp. 21,780.00 M'
58 Pipa Galvanis 1" @Rp. 27,870.00 M'
59 Pipa Galvanis 11/4" @Rp. 34,500.00 M'
60 Pipa Galvanis 11/2" @Rp. 54,270.00 M'61 Pipa Galvanis 2" @Rp. 78,580.00 M'
62 Pipa Galvanis 21/2" @Rp. 102,800.00 M'
63 Pipa Galvanis 4" @Rp. 154,770.00 M'
64 Pipa Galvanis 5" @Rp. 240,000.00 M'
65 Pipa Galvanis 6" @Rp. 327,250.00 M'
66 Elbow GIP 1 1/4" @Rp. 19,250.00 Bh
67 Elbow GIP 1 1/2" @Rp. 19,250.00 Bh
68 Stop kran 1 1/4" @Rp. 267,850.00 Bh
69 Stop kran 1 1/2" @Rp. 267,850.00 Bh
70 Tee GIP 1 1/2" @Rp. 22,000.00 Bh
71 Dop GIP 1 1/4" @Rp. 8,250.00 Bh
72 Dop GIP 1 1/2" @Rp. 8,250.00 Bh
73 Socket GIP 3/4" @Rp. 9,625.00 Bh74 Socket GIP 2" @Rp. 35,000.00 Bh
75 Socket GIP 3" @Rp. 70,000.00 Bh
76 Socket GIP 4" @Rp. 110,000.00 Bh
77 Socket GIP 6" @Rp. 225,000.00 Bh
78 Gate Valve 6" @Rp. 1,800,000.00 Bh
79 Gate Valve 4" @Rp. 850,000.00 Bh
80 Gate Valve 3" @Rp. 726,000.00 Bh
81 Collar 6" @Rp. 500,000.00 Bh
82 Collar 4" @Rp. 350,000.00 Bh
83 Collar 3" @Rp. 250,000.00 Bh
84 Tee PVC 6 x 6" @Rp. 435,600.00 Bh
85 Tee PVC 6 x 4" @Rp. 405,000.00 Bh
86 Tee PVC 6 x 3" @Rp. 381,150.00 Bh87 Tee PVC 6 x 2" @Rp. 326,700.00 Bh
88 Tee PVC 4 x 3" @Rp. 105,700.00 Bh
89 Tee PVC 4 x 2" @Rp. 105,700.00 Bh
90 Tee PVC 3 x 2" @Rp. 58,900.00 Bh
91 Tee PVC 3 x 3" @Rp. 58,900.00 Bh
92 Pig busa 6" @Rp. 846,660.00 Bh
93 Pig busa 4" @Rp. 632,440.00 Bh
94 Pig busa 3" @Rp. 495,950.00 Bh
95 Pig busa 2" @Rp. 390,000.00 Bh
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NO. URAIAN HARGA UPAH HARGA SATUAN
96 Cup 4" @Rp. 58,000.00 Bh
97 Cup 3" @Rp. 29,000.00 Bh
98 Cup 2" @Rp. 16,500.00 Bh
99 Valve Cover CI @Rp. 190,000.00 Bh
100 Long bend PVC 6" x 90 @Rp. 320,000.00 Bh
101 Long bend PVC 6" x 45 @Rp. 265,000.00 Bh102 Long bend PVC 6" x 22,5 @Rp. 215,000.00 Bh
103 Long bend PVC 4" x 90 @Rp. 120,000.00 Bh
104 Long bend PVC 4" x 45 @Rp. 107,000.00 Bh
105 Long bend PVC 3" x 90 @Rp. 82,000.00 Bh
106 Long bend PVC 3" x 22.5 @Rp. 71,000.00 Bh
107 Reduser PVC 4" x 3" @Rp. 47,500.00 Bh
108 Reduser PVC 4" x 2" @Rp. 44,000.00 Bh
109 Reduser PVC 6" x 4" @Rp. 114,000.00 Bh
110 Reduser PVC 6" x 3" @Rp. 99,000.00 Bh
111 Single Air Valve 4" @Rp. 2,750,000.00 Bh
112 Single Air Valve 6" @Rp. 4,680,000.00 Bh
113 Flange Steel 6" @Rp. 390,000.00 Bh
114 Flange Steel 4" @Rp. 196,730.00 Bh115 Flange Steel 3" @Rp. 152,330.00 Bh
116 Bend Steel 6"x45 @Rp. 570,000.00 Bh
117 Bend Steel 4"x45 @Rp. 380,000.00 Bh
118 Wall Flange 4" @Rp. 72,600.00 Bh
119 Flange Spigot 3" @Rp. 145,000.00 Bh
120 Flange Spigot 4" @Rp. 255,000.00 Bh
121 Flange Spigot 6" @Rp. 500,000.00 Bh
122 TY Steel 4" @Rp. 400,000.00 Bh
123 Elbow steel 110 x 90 @Rp. 418,800.00 Bh
124 Elbow PVC 110 x 90 @Rp. 191,440.00 Bh
125 Rubber Packing t : 3 mm @Rp. 94,000.00 m2
126 Solvent Cement @Rp. 78,000.00 kg
127 Bolt & Nut 5/8 x 3" @Rp. 5,500.00 bh128 Pelampung 1 1/4" @Rp. 262,000.00 Bh
129 Water meter 1/2'' @Rp. 295,000.00 Bh
130 Cleam sadle 1/2" @Rp. 81,250.00 Bh
131 Pipa GIP 1/2" @Rp. 14,810.00 M
132 Elbow GIP 1/2" @Rp. 14,500.00 Bh
133 Plengking 1/2" @Rp. 15,625.00 Bh
134 Double naple 1/2" @Rp. 11,000.00 Bh
135 Stop derat 1/2" @Rp. 46,875.00 Bh
136 Seal tape @Rp. 3,125.00 rol
137 Elbow derat 1/2" @Rp. 14,500.00 Bh
138 Sewa Pompa @Rp. 100,000.00 Hari
139 Bak air alumunium kap. 1000 Liter @Rp. 2,700,000.00 Unit
140 Pelampung 1 1/4" @Rp. 262,000.00 Bh141 Sewa mesin pompa air @Rp. 100,000.00 Hari
142 Sewa pipa shawn 40 (20 batang) @Rp. 50,000.00 Hari
143 Alat bantu mesin sumur bor @Rp. 20,000.00 Hari
144 Bak fiber kap. 3000 Liter @Rp. 3,900,000.00 Unit
145 Gravel pack @Rp. 146,000.00 M3
146 Bentonite @Rp. 20,000.00 Kg
147 Pompa submersible 1 Ltr/det @Rp. 13,000,000.00 Unit
148 Kabel pompa 1 phase @Rp. 15,000.00 Bh
149 Panel on/off + stabilisator 170 - 220 Vlt @Rp. 4,350,000.00 Set
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NO. URAIAN HARGA UPAH HARGA SATUAN
150 Elektrikal magnetic kontrol pompa @Rp. 900,000.00 Set
151 Fitting Knee AW 1" @Rp. 5,200.00 Bh
152 Fitting Tee AW 1" @Rp. 7,200.00 Bh
153 Fitting Socht AW 1" @Rp. 4,700.00 Bh
154 Bocht LL-D 1" @Rp. 24,800.00 Bh
155 Union Socht 1" @Rp. 7,400.00 Bh156 D-Nipple 1" @Rp. 18,200.00 Bh
K. LISTRIK / ACSESORIES
1 Lampu TL 1 x 20 W Lengkap kotak @Rp. 54,400.00 Set
2 Lampu TL 1 x 40 W Lengkap kotak @Rp. 60,500.00 Set
3 Lampu TL 2 x 20 W Lengkap kotak @Rp. 163,400.00 Set
4 Lampu TL 2 x 40 W Lengkap kotak @Rp. 183,900.00 Set
5 Lampu TL 2 x 20 W + sarang sisir @Rp. 365,000.00 Set
6 Lampu TL 2 x 40 W + sarang sisir @Rp. 435,000.00 Set
7 Lampu TL Bambu 1 x 20 W Lengkap @Rp. 108,900.00 Set
8 Lampu TL Bambu 1 x 40 W Lengkap @Rp. 123,400.00 Set
9 Lampu XL 5 W @Rp. 25,400.00 Set
10 Lampu XL10 W @Rp. 29,000.00 Set11 Lampu XL18 W @Rp. 33,900.00 Set
12 Lampu XL24 W @Rp. 38,700.00 Set
13 Lampu Downlight 5 W Lengkap @Rp. 54,500.00 Set
14 Fitting lampu pijar @Rp. 7,500.00 Set
15 Fitting lampu XL biasa @Rp. 10,000.00 Set
16 Fitting lampu downlight 3" @Rp. 33,000.00 Set
17 Fitting lampu downlight 4" @Rp. 40,000.00 Set
18 Lampu Pijar 5 w @Rp. 7,500.00 Set
19 Lampu Pijar 10 w @Rp. 8,000.00 Set
20 Lampu Pijar 15 w @Rp. 8,500.00 Set
21 Lampu Pijar 20 w @Rp. 9,000.00 Set
22 Lampu Pijar 25 w @Rp. 9,500.00 Set
23 Lampu Pijar 40 w @Rp. 10,500.00 Set24 Stop Kontak Tanam @Rp. 9,200.00 Bh
25 Saklar Tunggal @Rp. 16,400.00 Bh
26 Saklar Ganda @Rp. 21,800.00 Bh
27 Saklar Triple @Rp. 24,200.00 Bh
28 Zekring box 1 grup @Rp. 26,600.00 Unt
29 Zekring box 2 grup @Rp. 31,400.00 Unt
30 Zekring box 3 grup @Rp. 38,500.00 Unt
31 Zekring box 4 grup @Rp. 46,200.00 Unt
32 MCB 2 Ampere @Rp. 32,000.00 Unt
33 MCB 4 Ampere @Rp. 35,455.00 Unt
34 MCB 6 Ampere @Rp. 44,627.00 Unt
35 MCB 8 Ampere @Rp. 90,182.00 Unt
36 Kabel Listrik NYA 1,5 mm @Rp. 1,270.00 M'37 Kabel Listrik NYA 2,5 mm @Rp. 2,160.00 M'
38 Kabel Listrik NYA 4 mm @Rp. 3,420.00 M'
39 Kabel Listrik NYM 2 1,5 mm @Rp. 4,920.00 M'
40 Kabel Listrik NYM 2 2,5 mm @Rp. 9,540.00 M'
41 Kabel Listrik NYM 2 4 mm @Rp. 10,340.00 M'
42 Instalasi listrik titik api / Lampu Nyala @Rp. 90,000.00 Ttk
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SNI 03-2835-2002 PEKERJAAN PERSIAPAN
PA 6.2. Pagar sementara 1 m' dari seng gelombang tinggi 2 meter
SNI 03-2835-2002 / 6.2
Bahan Kayu dolken 1.2500 Btg x Rp 52,000.00 = Rp 65,000.00
Semen PPC 2.5000 Kg x Rp 1,300.00 = Rp 3,250.00
Seng gelombang 1.2000 Lbr x Rp 48,000.00 = Rp 57,600.00
Pasir 0.0050 M3 x Rp 118,800.00 = Rp 594.00
Koral beton 0.0090 M3 x Rp 300,400.00 = Rp 2,703.60
Kayu 5/7 0.0720 M3 x Rp 3,833,300.00 = Rp 275,997.60
Paku biasa 2" - 5" 0.0600 Kg x Rp 17,000.00 = Rp 1,020.00
Jumlah (1) = Rp 406,165.20
Upah Tukang kayu 0.2000 Oh x Rp 95,000.00 = Rp 19,000.00
Pekerja 0.4000 Oh x Rp 65,000.00 = Rp 26,000.00Kepala tukang 0.0200 Oh x Rp 110,000.00 = Rp 2,200.00
Mandor 0.0200 Oh x Rp 75,000.00 = Rp 1,500.00
Jumlah (2) = Rp 48,700.00
Jumlah (1) + (2) = Rp 454,865.20
= Rp 454,865.00
PA 6.4 Pengukuran dan Pemasangan bouwplank 1 m'
SNI 03-2835-2002 / 6.4
Bahan Kayu 5/7 0.0120 M3 x Rp 3,833,300.00 = Rp 45,999.60
Paku biasa 2" - 5" 0.0200 Kg x Rp 17,000.00 = Rp 340.00
Kayu papan 3/10 0.0070 M3 x Rp 3,833,300.00 = Rp 26,833.10
Jumlah (1) = Rp 73,172.70
Upah Tukang kayu 0.1000 Oh x Rp 95,000.00 = Rp 9,500.00
Pekerja 0.1000 Oh x Rp 65,000.00 = Rp 6,500.00
Kepala tukang 0.0100 Oh x Rp 110,000.00 = Rp 1,100.00
Mandor 0.0050 Oh x Rp 75,000.00 = Rp 375.00
Jumlah (2) = Rp 17,475.00
Jumlah (1) + (2) = Rp 90,647.70
= Rp 90,647.00
PA 6.5 Pembuatan Gudang Semen dan Alat-Alat 1 M2
SNI 03-2835-2002 / 6.5
Bahan Dolken Kayu dia. 8-10/400 cm 1.7000 btg x Rp 52,000.00 = Rp 88,400.00
Kayu 0.2100 m3 x Rp 3,833,300.00 = Rp 804,993.00Paku Biasa 0.3000 kg x Rp 17,000.00 = Rp 5,100.00
Semen PPC 10.5000 kg x Rp 1,300.00 = Rp 13,650.00
Pasir 0.0300 m3 x Rp 118,800.00 = Rp 3,564.00
Kerikil 0.0500 m3 x Rp 300,400.00 = Rp 15,020.00
Seng Gelombang bjls 1.5000 lbr x Rp 48,000.00 = Rp 72,000.00
Jumlah (1) = Rp 1,002,727.00
DINAS CIPTA KARYA DAN PERTAMBANGAN
KAB. DELI SERDANG
DAFTAR ANALISA BIAYA KONSTRUKSI TAHUN 2012
Dibulatkan
Dibulatkan
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Upah Tukang kayu 2.0000 Oh x Rp 95,000.00 = Rp 190,000.00
Pekerja 1.0000 Oh x Rp 65,000.00 = Rp 65,000.00
Kepala tukang 0.2000 Oh x Rp 110,000.00 = Rp 22,000.00
Mandor 0.0500 Oh x Rp 75,000.00 = Rp 3,750.00
Jumlah (2) = Rp 280,750.00
Jumlah (1) + (2) = Rp 1,283,477.00
= Rp 1,283,477.00
PA 6.8 Membersihkan lapangan dan perataan 1 m
SNI 03-2835-2002 / 6.8
Upah Pekerja 0.1000 Oh x Rp 65,000.00 = Rp 6,500.00
Mandor 0.0050 Oh x Rp 75,000.00 = Rp 375.00
Jumlah = Rp 6,875.00
PA 6.13 Bongkaran beton betulang 1 m
SNI 03-2835-2002 / 6.13
Upah Pekerja 6.6670 Oh x Rp 65,000.00 = Rp 433,355.00
Mandor 0.3330 Oh x Rp 75,000.00 = Rp 24,975.00
Jumlah = Rp 458,330.00
PA 6.14 Bongkaran dinding tembok bata merah 1m
SNI 03-2835-2002 / 6.14
Upah Pekerja 5.0000 Oh x Rp 65,000.00 = Rp 325,000.00
Mandor 0.2500 Oh x Rp 75,000.00 = Rp 18,750.00
Jumlah = Rp 343,750.00
PA 6.15 Pasangan pagar 1m kawat jaring galvanis, tinggi 1.00 m
SNI 03-2835-2002 / 6.15
Bahan Kawat jaring galvanis/BRC 0.4340 Lbr x Rp 250,000.00 = Rp 108,500.00
Jumlah (1) = Rp 108,500.00
Upah Pekerja 0.0420 Oh x Rp 65,000.00 = Rp 2,730.00
Kepala tukang 0.0040 Oh x Rp 110,000.00 = Rp 440.00
Tukang 0.0420 Oh x Rp 95,000.00 = Rp 3,990.00
Mandor 0.0020 Oh x Rp 75,000.00 = Rp 150.00
Jumlah (2) = Rp 7,310.00
Jumlah (1) + (2) = Rp 115,810.00
SNI 2835:2008 HARGA SATUAN PEKERJAAN TANAH
PT 6.1. Menggali 1 m3 tanah biasa sedalam 1 meter
SNI 2835:2008 / 6.1
Upah Pekerja 0.7500 Oh x Rp. 65,000.00 = Rp. 48,750.00
Mandor 0.0250 Oh x Rp. 75,000.00 = Rp. 1,875.00Jumlah (1) = Rp. 50,625.00
PT 6.2. Menggali 1 m3 tanah biasa sedalam 2 meter
SNI 2835:2008 / 6.2
Upah Pekerja 0.9000 Oh x Rp. 65,000.00 = Rp. 58,500.00
Mandor 0.0450 Oh x Rp. 75,000.00 = Rp. 3,375.00
Jumlah (1) = Rp. 61,875.00
Dibulatkan
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PT 6.4. Menggali 1 m3 tanah keras sedalam 1 meter
SNI 2835:2008 / 6.4
Upah Pekerja 1.0000 Oh x Rp. 65,000.00 = Rp. 65,000.00
Mandor 0.0320 Oh x Rp. 75,000.00 = Rp. 2,400.00
Jumlah = Rp. 67,400.00
PT 6.5. Menggali 1 m3 tanah cadas sedalam 1 meterSNI 2835:2008 / 6.5
Upah Pekerja 1.5000 Oh x Rp. 65,000.00 = Rp. 97,500.00
Mandor 0.0600 Oh x Rp. 75,000.00 = Rp. 4,500.00
Jumlah = Rp. 102,000.00
PT 6.6. Menggali tanah lumpur sedalam 1 meter
SNI 2835:2008 / 6.6
Upah Pekerja 1.2000 Oh x Rp. 65,000.00 = Rp. 78,000.00
Mandor 0.0450 Oh x Rp. 75,000.00 = Rp. 3,375.00
Jumlah = Rp. 81,375.00
PT 6.7. Mengerjakan 1 m2 stripping tebing setinggi 1 meter
SNI 2835:2008 / 6.7
Upah Pekerja 0.0500 Oh x Rp. 65,000.00 = Rp. 3,250.00
Mandor 0.0050 Oh x Rp. 75,000.00 = Rp. 375.00
Jumlah = Rp. 3,625.00
PT 6.8. Membuang 1 m3 tanah sejauh 15 meter
SNI 2835:2008 / 6.8
Upah Pekerja 0.3300 Oh x Rp. 65,000.00 = Rp. 21,450.00
Mandor 0.0100 Oh x Rp. 75,000.00 Rp. 750.00
Jumlah = Rp. 22,200.00
PT 6.9. Mengurug kembali 1m3 galian
SNI 2835:2008 / 6.9
Mengurug kembali 1m3 galian dihitung dari 1/3 kali dari indeks pekerjaan galian
0.3330 Oh x Rp. 50,625.00 = Rp. 16,858.13
Dibulatkan = Rp. 16,858.00
PT 6.10. Memadatkan kembali 1 m3 tanah (per 20 cm)
SNI 2835:2008 / 6.10
Upah Pekerja 0.5000 Oh x Rp. 65,000.00 = Rp. 32,500.00
Mandor 0.0500 Oh x Rp. 75,000.00 = Rp. 3,750.00
Jumlah = Rp. 36,250.00
PT 6.11. Mengurug 1 m3 pasir urug
SNI 2835:2008 / 6.11
Bahan Pasir urug 1.2000 M x Rp. 105,200.00 = Rp. 126,240.00Jumlah (1) = Rp. 126,240.00
Upah Pekerja 0.3000 Oh x Rp. 65,000.00 = Rp. 19,500.00
Mandor 0.0100 Oh x Rp. 75,000.00 = Rp. 750.00
Jumlah (2) = Rp. 20,250.00
Jumlah (1) + (2) = Rp. 146,490.00
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PT 6.12. Memasang 1 m3 Lapisan pudel camp. 1KP:3PP:7TL untuk stabilisasi tanah
SNI 2835:2008 / 6.12
Bahan Kerikil 0.1350 M x Rp. 300,400.00 = Rp. 40,554.00
Pasir urug 0.4000 M x Rp. 105,200.00 = Rp. 42,080.00
Tanah liat 0.9480 M x Rp. 82,400.00 = Rp. 78,115.20
Jumlah (1) = Rp. 160,749.20
Upah Pekerja 0.8000 Oh x Rp. 65,000.00 = Rp. 52,000.00
Tukang batu 0.4000 Oh x Rp. 95,000.00 = Rp. 38,000.00
Kepala tukang 0.0400 Oh x Rp. 110,000.00 = Rp. 4,400.00
Mandor 0.0800 Oh x Rp. 75,000.00 = Rp. 6,000.00
Jumlah (2) = Rp. 100,400.00
Jumlah (1) + (2) = Rp. 261,149.20
= Rp 261,149.00
PT 6.13 Memasang 1 m3 Lapisan pudel camp. 1KP:5TL untuk stabilisasi tanah
SNI 2835:2008 / 6.13
Bahan Kerikil 0.2480 M x Rp. 300,400.00 = Rp. 74,499.20
Tanah liat 1.2400 M x Rp. 82,400.00 = Rp. 102,176.00
Jumlah (1) = Rp. 176,675.20
Upah Pekerja 0.8000 Oh x Rp. 65,000.00 = Rp. 52,000.00
Tukang batu 0.4000 Oh x Rp. 95,000.00 = Rp. 38,000.00
Kepala tukang 0.0400 Oh x Rp. 110,000.00 = Rp. 4,400.00
Mandor 0.0800 Oh x Rp. 75,000.00 = Rp. 6,000.00
Jumlah (2) = Rp. 100,400.00
Jumlah (1) + (2) = Rp. 277,075.20
= Rp 277,075.00
PT 6.15. Mengurug 1 m3 sirtu padat
SNI 2835:2008 / 6.15
Bahan Sirtu 1.2000 M x Rp. 141,500.00 = Rp. 169,800.00
Jumlah (1) = Rp. 169,800.00
Upah Pekerja 0.2500 Oh x Rp. 65,000.00 = Rp. 16,250.00
Mandor 0.0250 Oh x Rp. 75,000.00 = Rp. 1,875.00
Jumlah (2) = Rp. 18,125.00
Jumlah (1) + (2) = Rp. 187,925.00
PT 6.15a Menimbun 1 m3 tanah
SNI 2835:2008 / 6.15a
Bahan Tanah timbun 1.2000 M x Rp. 82,400.00 = Rp. 98,880.00
Jumlah (1) = Rp. 98,880.00
Upah Pekerja 0.2500 Oh x Rp. 65,000.00 = Rp. 16,250.00Mandor 0.0250 Oh x Rp. 75,000.00 = Rp. 1,875.00
Jumlah (2) = Rp. 18,125.00
Jumlah (1) + (2) = Rp. 117,005.00
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SNI 2835:2008 HARGA SATUAN PEKERJAAN PONDASI
PP 6.1. Memasang 1 M pondasi batu belah/kali, 1 PC : 3 PP
SNI 2835:2008 / 6.1
Bahan Batu kali 15/20 cm 1.2000 M x Rp. 255,100.00 = Rp. 306,120.00
Semen PPC 202.0000 Kg x Rp. 1,300.00 = Rp. 262,600.00
Pasir pasang 0.4850 M x Rp. 118,800.00 = Rp. 57,618.00Jumlah (1) = Rp. 626,338.00
Upah Pekerja 1.5000 Oh x Rp. 65,000.00 = Rp. 97,500.00
Tukang batu 0.7500 Oh x Rp. 95,000.00 = Rp. 71,250.00
Kepala tukang 0.0750 Oh x Rp. 110,000.00 = Rp. 8,250.00
Mandor 0.0750 Oh x Rp. 75,000.00 = Rp. 5,625.00
Jumlah (2) = Rp. 182,625.00
Jumlah (1) + (2) = Rp. 808,963.00
PP 6.2. Memasang 1 M pondasi batu belah/kali, 1 PC : 4 PP
SNI 2835:2008 / 6.2
Bahan Batu kali 15/20 cm 1.2000 M x Rp. 255,100.00 = Rp. 306,120.00
Semen PPC 163.0000 Kg x Rp. 1,300.00 = Rp. 211,900.00
Pasir Pasang 0.5200 M x Rp. 118,800.00 = Rp. 61,776.00
Jumlah (1) = Rp. 579,796.00
Upah Pekerja 1.5000 Oh x Rp. 65,000.00 = Rp. 97,500.00
Tukang batu 0.7500 Oh x Rp. 95,000.00 = Rp. 71,250.00
Kepala tukang 0.0750 Oh x Rp. 110,000.00 = Rp. 8,250.00
Mandor 0.0750 Oh x Rp. 75,000.00 = Rp. 5,625.00
Jumlah (2) = Rp. 182,625.00
Jumlah (1) +(2) = Rp. 762,421.00
PP 6.3. Memasang 1 M pondasi batu belah/kali, 1 PC : 5 PP
SNI 2835:2008 / 6.3
Bahan Batu kali 15/20 cm 1.2000 M x Rp. 255,100.00 = Rp. 306,120.00
Semen PPC 136.0000 Kg x Rp. 1,300.00 = Rp. 176,800.00
Pasir Pasang 0.5440 M x Rp. 118,800.00 = Rp. 64,627.20
Jumlah (1) = Rp. 547,547.20
Upah Pekerja 1.5000 Oh x Rp. 65,000.00 = Rp. 97,500.00
Tukang batu 0.7500 Oh x Rp. 95,000.00 = Rp. 71,250.00
Kepala tukang 0.0750 Oh x Rp. 110,000.00 = Rp. 8,250.00
Mandor 0.0750 Oh x Rp. 75,000.00 = Rp. 5,625.00
Jumlah (2) = Rp. 182,625.00
Jumlah (1) +(2) = Rp. 730,172.20
= Rp 730,172.00
PP 6.4. Memasang 1 M pondasi batu belah/kali, 1 PC : 6 PP
SNI 2835:2008 / 6.4
Bahan Batu kali 15/20 cm 1.2000 M x Rp. 255,100.00 = Rp. 306,120.00
Semen PPC 117.0000 Kg x Rp. 1,300.00 = Rp. 152,100.00
Pasir Pasang 0.5610 M x Rp. 118,800.00 = Rp. 66,646.80
Jumlah (1) = Rp. 524,866.80
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Upah Pekerja 1.5000 Oh x Rp. 65,000.00 = Rp. 97,500.00
Tukang batu 0.7500 Oh x Rp. 95,000.00 = Rp. 71,250.00
Kepala tukang 0.0750 Oh x Rp. 110,000.00 = Rp. 8,250.00
Mandor 0.0750 Oh x Rp. 75,000.00 = Rp. 5,625.00
Jumlah (2) = Rp. 182,625.00
Jumlah (1) +(2) = Rp. 707,491.80
= Rp 707,491.00
PP 6.5. Memasang 1 M pondasi batu belah/kali, 1 PC :8 PP
SNI 2835:2008 / 6.5
Bahan Batu kali 15/20 cm 1.2000 M x Rp. 255,100.00 = Rp. 306,120.00
Semen PPC 91.0000 Kg x Rp. 1,300.00 = Rp. 118,300.00
Pasir Pasang 0.5840 M x Rp. 118,800.00 = Rp. 69,379.20
Jumlah (1) = Rp. 493,799.20
Upah Pekerja 1.5000 Oh x Rp. 65,000.00 = Rp. 97,500.00
Tukang batu 0.7500 Oh x Rp. 95,000.00 = Rp. 71,250.00
Kepala tukang 0.0750 Oh x Rp. 110,000.00 = Rp. 8,250.00
Mandor 0.0750 Oh x Rp. 75,000.00 = Rp. 5,625.00
Jumlah (2) = Rp. 182,625.00
Jumlah (1) +(2) = Rp. 676,424.20
= Rp 676,424.00
PP 6.9. Memasang 1m3 batu kosong (anstamping)
SNI 2835:2008 / 6.9
Bahan Batu kali 15/20 cm 1.2000 M x Rp. 255,100.00 = Rp. 306,120.00
Pasir urug 0.4320 M x Rp. 105,200.00 = Rp. 45,446.40
Jumlah (1) = Rp. 351,566.40
Upah Pekerja 0.7800 Oh x Rp. 65,000.00 = Rp. 50,700.00
Tukang batu 0.3900 Oh x Rp. 95,000.00 = Rp. 37,050.00
Kepala tukang 0.0390 Oh x Rp. 110,000.00 = Rp. 4,290.00
Mandor 0.0390 Oh x Rp. 75,000.00 = Rp. 2,925.00
Jumlah (2) = Rp. 94,965.00
Jumlah (1) +(2) = Rp. 446,531.40
= Rp 446,531.00
PP 6.10. Memasang 1 M pondasi siklop, 60% beton camp. 1PC:2PB:3KR dan 40% batu belah/kali
SNI 2835:2008 / 6.10
Bahan Batu kali 15/20 cm 0.4800 M x Rp. 255,100.00 = Rp. 122,448.00
Besi beton 126.0000 Kg x Rp. 15,000.00 = Rp. 1,890,000.00
Semen PPC 194.0000 Kg x Rp. 1,300.00 = Rp. 252,200.00
Pasir 0.3120 M x Rp. 118,800.00 = Rp. 37,065.60
Kerikil 0.4680 M x Rp. 300,400.00 = Rp. 140,587.20
Kawat beton 1.8000 Kg x Rp. 18,700.00 = Rp. 33,660.00Jumlah (1) = Rp. 2,475,960.80
Upah Pekerja 3.4000 Oh x Rp. 65,000.00 = Rp. 221,000.00
Tukang batu 0.8500 Oh x Rp. 95,000.00 = Rp. 80,750.00
Kepala tukang 0.0850 Oh x Rp. 110,000.00 = Rp. 9,350.00
Mandor 0.1700 Oh x Rp. 75,000.00 = Rp. 12,750.00
Jumlah (2) = Rp. 323,850.00
Jumlah (1) +(2) = Rp. 2,799,810.80
= Rp 2,799,810.00
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PP 6.11. Memasang 1 M3 pondasi sumuran diameter 100 Cm
SNI 2835:2008 / 6.11
Bahan Batu kali 15/20 cm 0.4500 M x Rp. 255,100.00 = Rp. 114,795.00
Semen PPC 194.0000 Kg x Rp. 1,300.00 = Rp. 252,200.00
Pasir 0.3120 M x Rp. 118,800.00 = Rp. 37,065.60
Kerikil 0.4680 M x Rp. 300,400.00 = Rp. 140,587.20
Jumlah (1) = Rp. 544,647.80
Upah Pekerja 2.4000 Oh x Rp. 65,000.00 = Rp. 156,000.00
Tukang batu 0.8000 Oh x Rp. 95,000.00 = Rp. 76,000.00
Kepala tukang 0.0800 Oh x Rp. 110,000.00 = Rp. 8,800.00
Mandor 0.1190 Oh x Rp. 75,000.00 = Rp. 8,925.00
Jumlah (2) = Rp. 249,725.00
Jumlah (1) +(2) = Rp. 794,372.80
= Rp 794,372.00
SNI 6897:2008 PEKERJAAN DINDING
PD 6.1 Memasang 1m2 dinding bata merah tebal 1 bata, camp. 1PC : 2 PP
SNI 6897:2008 / 6.1
Bahan Bata merah 140.0000 Bh x Rp. 500.00 = Rp 70,000.00
Semen PPC 43.5000 Kg x Rp. 1,300.00 = Rp 56,550.00
Pasir pasang 0.0800 M x Rp. 118,800.00 = Rp 9,504.00
Jumlah (1) = Rp 136,054.00
Upah Pekerja 0.6000 Oh x Rp. 65,000.00 = Rp 39,000.00
Tukang batu 0.2000 Oh x Rp. 95,000.00 = Rp 19,000.00
Kepala tukang 0.0200 Oh x Rp. 110,000.00 = Rp 2,200.00
Mandor 0.0300 Oh x Rp. 75,000.00 = Rp 2,250.00
Jumlah (2) = Rp 62,450.00
Jumlah (1) + (2) = Rp 198,504.00
= Rp 198,504.00
PD 6.2 Memasang 1m2 dinding bata merah tebal 1 bata, camp. 1PC : 3 PP
SNI 6897:2008 / 6.2
Bahan Bata merah 140.0000 Bh x Rp. 500.00 = Rp 70,000.00
Semen PPC 32.9500 Kg x Rp. 1,300.00 = Rp 42,835.00
Pasir pasang 0.0910 M x Rp. 118,800.00 = Rp 10,810.80
Jumlah (1) = Rp 123,645.80
Upah Pekerja 0.6000 Oh x Rp. 65,000.00 = Rp 39,000.00
Tukang batu 0.2000 Oh x Rp. 95,000.00 = Rp 19,000.00
Kepala tukang 0.0200 Oh x Rp. 110,000.00 = Rp 2,200.00
Mandor 0.0300 Oh x Rp. 75,000.00 = Rp 2,250.00
Jumlah (2) = Rp 62,450.00Jumlah (1) + (2) = Rp 186,095.80
= Rp 186,095.00
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PD 6.4 Memasang 1m2 dinding bata merah tebal 1 bata, camp. 1PC : 4 PP
SNI 6897:2008 / 6.4
Bahan Bata merah 140.0000 Bh x Rp. 500.00 = Rp 70,000.00
Semen PPC 26.5500 Kg x Rp. 1,300.00 = Rp 34,515.00
Pasir pasang 0.0930 M x Rp. 118,800.00 = Rp 11,048.40
Jumlah (1) = Rp 115,563.40
Upah Pekerja 0.6000 Oh x Rp. 65,000.00 = Rp 39,000.00
Tukang batu 0.2000 Oh x Rp. 95,000.00 = Rp 19,000.00
Kepala tukang 0.0200 Oh x Rp. 110,000.00 = Rp 2,200.00
Mandor 0.0300 Oh x Rp. 75,000.00 = Rp 2,250.00
Jumlah (2) = Rp 62,450.00
Jumlah (1) + (2) = Rp 178,013.40
= Rp 178,013.00
PD 6.7. Memasang 1m2 dinding bata merah tebal 1/2 bata, camp. 1PC : 2 PP
SNI 6897:2008 / 6.7
Bahan Bata merah 70.0000 Bh x Rp. 500.00 = Rp 35,000.00
Semen PPC 18.9500 Kg x Rp. 1,300.00 = Rp 24,635.00
Pasir pasang 0.0380 M x Rp. 118,800.00 = Rp 4,514.40
Jumlah (1) = Rp 64,149.40
Upah Pekerja 0.3000 Oh x Rp. 65,000.00 = Rp 19,500.00
Tukang batu 0.1000 Oh x Rp. 95,000.00 = Rp 9,500.00
Kepala tukang 0.0100 Oh x Rp. 110,000.00 = Rp 1,100.00
Mandor 0.0150 Oh x Rp. 75,000.00 = Rp 1,125.00
Jumlah (2) = Rp 31,225.00
Jumlah (1) + (2) = Rp 95,374.40
= Rp 95,374.00
PD 6.8. Memasang 1m2 dinding bata merah tebal 1/2 bata, camp. 1PC : 3 PP
SNI 6897:2008 / 6.8
Bahan Bata merah 70.0000 Bh x Rp. 500.00 = Rp 35,000.00
Semen PPC 14.3700 Kg x Rp. 1,300.00 = Rp 18,681.00
Pasir pasang 0.0400 M x Rp. 118,800.00 = Rp 4,752.00
Jumlah (1) = Rp 58,433.00
Upah Pekerja 0.3000 Oh x Rp. 65,000.00 = Rp 19,500.00
Tukang batu 0.1000 Oh x Rp. 95,000.00 = Rp 9,500.00
Kepala tukang 0.0100 Oh x Rp. 110,000.00 = Rp 1,100.00
Mandor 0.0150 Oh x Rp. 75,000.00 = Rp 1,125.00
Jumlah (2) = Rp 31,225.00
Jumlah (1) + (2) = Rp 89,658.00
= Rp 89,658.00
PD 6.9. Memasang 1m2 dinding bata merah tebal 1/2 bata, camp. 1PC : 4 PP
SNI 6897:2008 / 6.9
Bahan Bata merah 70.0000 Bh x Rp. 500.00 = Rp 35,000.00
Semen PPC 11.5000 Kg x Rp. 1,300.00 = Rp 14,950.00
Pasir pasang 0.0430 M x Rp. 118,800.00 = Rp 5,108.40
Jumlah (1) = Rp 55,058.40
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Upah Pekerja 0.3000 Oh x Rp. 65,000.00 = Rp 19,500.00
Tukang batu 0.1000 Oh x Rp. 95,000.00 = Rp 9,500.00
Kepala tukang 0.0100 Oh x Rp. 110,000.00 = Rp 1,100.00
Mandor 0.0150 Oh x Rp. 75,000.00 = Rp 1,125.00
Jumlah (2) = Rp 31,225.00
Jumlah (1) + (2) = Rp 86,283.40
= Rp 86,283.00
PD 6.9.a Memasang 1m2 dinding batako, camp. 1PC : 4 PP
SNI 6897:2008 / 6.9.a
Bahan Batako 9x18x38 15.0000 Bh x Rp. 3,600.00 = Rp 54,000.00
Semen PPC 5.7500 Kg x Rp. 1,300.00 = Rp 7,475.00
Pasir pasang 0.0200 M x Rp. 118,800.00 = Rp 2,376.00
Jumlah (1) = Rp 63,851.00
Upah Pekerja 0.3000 Oh x Rp. 65,000.00 = Rp 19,500.00
Tukang batu 0.1000 Oh x Rp. 95,000.00 = Rp 9,500.00
Kepala tukang 0.0100 Oh x Rp. 110,000.00 = Rp 1,100.00
Mandor 0.0150 Oh x Rp. 75,000.00 = Rp 1,125.00
Jumlah (2) = Rp 31,225.00
Jumlah (1) + (2) = Rp 95,076.00
= Rp 95,076.00
PD 6.10 Memasang 1m2 dinding bata merah tebal 1/2 bata, camp. 1PC : 5 PP
SNI 6897:2008 / 6.10
Bahan Bata merah 70.0000 Bh x Rp. 500.00 = Rp 35,000.00
Semen PPC 9.6800 Kg x Rp. 1,300.00 = Rp 12,584.00
Pasir pasang 0.0450 M x Rp. 118,800.00 = Rp 5,346.00
Jumlah (1) = Rp 52,930.00
Upah Pekerja 0.3000 Oh x Rp. 65,000.00 = Rp 19,500.00
Tukang batu 0.1000 Oh x Rp. 95,000.00 = Rp 9,500.00
Kepala tukang 0.0100 Oh x Rp. 110,000.00 = Rp 1,100.00
Mandor 0.0150 Oh x Rp. 75,000.00 = Rp 1,125.00
Jumlah (2) = Rp 31,225.00
Jumlah (1) + (2) = Rp 84,155.00
PD 6.30. 1 m3 Pasangan dinding batu kali, 1Pc : 4 Ps
SNI 2002 / 6.30
Bahan Batu kali 15/20 1.2000 M x Rp. 255,100.00 = Rp 306,120.00
Semen PPC 163.0000 Kg x Rp. 1,300.00 = Rp 211,900.00
Pasir pasang 0.5200 M x Rp. 118,800.00 = Rp 61,776.00
Jumlah (1) = Rp 579,796.00
Upah Pekerja 3.6000 Oh x Rp. 65,000.00 = Rp 234,000.00Tukang batu 1.2000 Oh x Rp. 95,000.00 = Rp 114,000.00
Kepala tukang 0.1200 Oh x Rp. 110,000.00 = Rp 13,200.00
Mandor 0.1800 Oh x Rp. 75,000.00 = Rp 13,500.00
Jumlah (2) = Rp 374,700.00
Jumlah (1) + (2) = Rp 954,496.00
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PD 7.10 3m3- Pekerjaan pembangunan penempatan bronjong termasuk penyediaan batu dan kawat
Bronjong diameter 4 mm untuk anyaman
Bahan Kawat anyaman 4 mm 45.0000 Kg x Rp. 22,500.00 = Rp 1,012,500.00
Batu kali 3.0000 Kg x Rp. 255,100.00 = Rp 765,300.00
Jumlah (1) = Rp 1,777,800.00
Upah a. PenganyamPekerja 1.8000 Oh x Rp. 65,000.00 = Rp 117,000.00
Mandor 0.0800 Oh x Rp. 75,000.00 = Rp 6,000.00
b. Pengisian dan penempatan
Pekerja 4.5000 Oh x Rp. 65,000.00 = Rp 292,500.00
Mandor 0.0750 Oh x Rp. 75,000.00 = Rp 5,625.00
Jumlah (2) = Rp 421,125.00
Jumlah (1) + (2) = Rp 2,198,925.00
Pekerjaan bronjong 1 m3
0.3333 x 2,198,925.00 = Rp. 732,975.00
Dibulatkan = Rp 732,975.00
SNI 2837:2008 HARGA SATUAN PEKERJAAN PLESTERAN
PPL 6.1. Memasang 1 m2 Plesteran 1 PC : 1 PP, tebal 15 mm
SNI 2837:2008 / 6.1
Bahan Semen PPC 15.5040 Kg x Rp. 1,300.00 = Rp. 20,155.20
Pasir pasang 0.0160 M x Rp. 118,800.00 = Rp. 1,900.80
Jumlah (1) = Rp. 22,056.00
Upah Pekerja 0.3000 Oh x Rp. 65,000.00 = Rp. 19,500.00
Tukang batu 0.1500 Oh x Rp. 95,000.00 = Rp. 14,250.00
Kepala tukang 0.0150 Oh x Rp. 110,000.00 = Rp. 1,650.00
Mandor 0.0150 Oh x Rp. 75,000.00 = Rp. 1,125.00
Jumlah (2) = Rp. 36,525.00
Jumlah (1) + (2) = Rp. 58,581.00
= Rp 58,581.00
PPL 6.2. Memasang 1 m2 Plesteran 1 PC : 2 PP, tebal 15 mm
SNI 2837:2008 / 6.2
Bahan Semen PPC 10.2240 Kg x Rp. 1,300.00 = Rp. 13,291.20
Pasir pasang 0.0200 M x Rp. 118,800.00 = Rp. 2,376.00
Jumlah (1) = Rp. 15,667.20
Upah Pekerja 0.3000 Oh x Rp. 65,000.00 = Rp. 19,500.00
Tukang batu 0.1500 Oh x Rp. 95,000.00 = Rp. 14,250.00
Kepala tukang 0.0150 Oh x Rp. 110,000.00 = Rp. 1,650.00
Mandor 0.0150 Oh x Rp. 75,000.00 = Rp. 1,125.00
Jumlah (2) = Rp. 36,525.00
Jumlah (1) + (2) = Rp. 52,192.20
= Rp 52,192.00
PPL 6.3. Memasang 1 m2 Plesteran 1 PC : 3 PP, tebal 15 mm
SNI 2837:2008 / 6.3
Bahan Semen PPC 7.7760 Kg x Rp. 1,300.00 = Rp. 10,108.80
Pasir pasang 0.0230 M x Rp. 118,800.00 = Rp. 2,732.40
Jumlah (1) = Rp. 12,841.20
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Upah Pekerja 0.3000 Oh x Rp. 65,000.00 = Rp. 19,500.00
Tukang batu 0.1500 Oh x Rp. 95,000.00 = Rp. 14,250.00
Kepala tukang 0.0150 Oh x Rp. 110,000.00 = Rp. 1,650.00
Mandor 0.0150 Oh x Rp. 75,000.00 = Rp. 1,125.00
Jumlah (2) = Rp. 36,525.00
Jumlah (1) + (2) = Rp. 49,366.20
= Rp 49,366.00
PPL 6.4. Memasang 1 m2 Plesteran 1 PC : 4 PP, tebal 15 mm
SNI 2837:2008 / 6.4
Bahan Semen PPC 6.2400 Kg x Rp. 1,300.00 = Rp. 8,112.00
Pasir pasang 0.0240 M x Rp. 118,800.00 = Rp. 2,851.20
Jumlah (1) = Rp. 10,963.20
Upah Pekerja 0.3000 Oh x Rp. 65,000.00 = Rp. 19,500.00
Tukang batu 0.1500 Oh x Rp. 95,000.00 = Rp. 14,250.00
Kepala tukang 0.0150 Oh x Rp. 110,000.00 = Rp. 1,650.00
Mandor 0.0150 Oh x Rp. 75,000.00 = Rp. 1,125.00
Jumlah (2) = Rp. 36,525.00
Jumlah (1) + (2) = Rp. 47,488.20
= Rp 47,488.00
PPL 6.13. Memasang 1 m2 Plesteran 1 PC : 2 PP, tebal 20 mm
SNI 2837:2008 / 6.13
Bahan Semen PPC 13.6320 Kg x Rp. 1,300.00 = Rp. 17,721.60
Pasir pasang 0.0270 M x Rp. 118,800.00 = Rp. 3,207.60
Jumlah (1) = Rp. 20,929.20
Upah Pekerja 0.4000 Oh x Rp. 65,000.00 = Rp. 26,000.00
Tukang batu 0.2000 Oh x Rp. 95,000.00 = Rp. 19,000.00
Kepala tukang 0.0200 Oh x Rp. 110,000.00 = Rp. 2,200.00
Mandor 0.0220 Oh x Rp. 75,000.00 = Rp. 1,650.00
Jumlah (2) = Rp. 48,850.00
Jumlah (1) + (2) = Rp. 69,779.20
= Rp 69,779.00
PPL 6.14. Memasang 1 m2 Plesteran 1 PC : 3 PP, tebal 20 mm
SNI 2837:2008 / 6.14
Bahan Semen PPC 10.3680 Kg x Rp. 1,300.00 = Rp. 13,478.40
Pasir pasang 0.0310 M x Rp. 118,800.00 = Rp. 3,682.80
Jumlah (1) = Rp. 17,161.20
Upah Pekerja 0.4000 Oh x Rp. 65,000.00 = Rp. 26,000.00
Tukang batu 0.2000 Oh x Rp. 95,000.00 = Rp. 19,000.00
Kepala tukang 0.0200 Oh x Rp. 110,000.00 = Rp. 2,200.00Mandor 0.0220 Oh x Rp. 75,000.00 = Rp. 1,650.00
Jumlah (2) = Rp. 48,850.00
Jumlah (1) + (2) = Rp. 66,011.20
= Rp 66,011.00Dibulatkan
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PPL 6.15. Memasang 1 m2 Plesteran 1 PC : 4 PP, tebal 20 mm
SNI 2837:2008 / 6.15
Bahan Semen PPC 8.3200 Kg x Rp. 1,300.00 = Rp. 10,816.00
Pasir pasang 0.0320 M x Rp. 118,800.00 = Rp. 3,801.60
Jumlah (1) = Rp. 14,617.60
Upah Pekerja 0.4000 Oh x Rp. 65,000.00 = Rp. 26,000.00Tukang batu 0.2000 Oh x Rp. 95,000.00 = Rp. 19,000.00
Kepala tukang 0.0200 Oh x Rp. 110,000.00 = Rp. 2,200.00
Mandor 0.0220 Oh x Rp. 75,000.00 = Rp. 1,650.00
Jumlah (2) = Rp. 48,850.00
Jumlah (1) + (2) = Rp. 63,467.60
= Rp 63,467.00
PPL 6.16. Memasang 1 m2 Plesteran 1 PC : 5 PP, tebal 20 mm
SNI 2837:2008 / 6.16
Bahan Semen PPC 6.9120 Kg x Rp. 1,300.00 = Rp. 8,985.60
Pasir pasang 0.0350 M x Rp. 118,800.00 = Rp. 4,158.00
Jumlah (1) = Rp. 13,143.60
Upah Pekerja 0.4000 Oh x Rp. 65,000.00 = Rp. 26,000.00
Tukang batu 0.2000 Oh x Rp. 95,000.00 = Rp. 19,000.00
Kepala tukang 0.0200 Oh x Rp. 110,000.00 = Rp. 2,200.00
Mandor 0.0220 Oh x Rp. 75,000.00 = Rp. 1,650.00
Jumlah (2) = Rp. 48,850.00
Jumlah (1) + (2) = Rp. 61,993.60
= Rp 61,993.00
PPL 6.23. Memasang 1 m2 Plesteran Ciprat
SNI 2837:2008 / 6.23
Bahan Semen PPC 4.3200 Kg x Rp. 1,300.00 = Rp. 5,616.00
Pasir pasang 0.0060 M x Rp. 118,800.00 = Rp. 712.80
Jumlah (1) = Rp. 6,328.80
Upah Pekerja 0.3000 Oh x Rp. 65,000.00 = Rp. 19,500.00
Tukang batu 0.1000 Oh x Rp. 95,000.00 = Rp. 9,500.00
Kepala tukang 0.0100 Oh x Rp. 110,000.00 = Rp. 1,100.00
Mandor 0.0150 Oh x Rp. 75,000.00 = Rp. 1,125.00
Jumlah (2) = Rp. 31,225.00
Jumlah (1) + (2) = Rp. 37,553.80
= Rp 37,553.00
PPL 6.26. Memasang 1 m2 finishing Siar pas. Batu kali adukan 1 PC : 2 PP
SNI 2837:2008 / 6.26
Bahan Semen PPC 6.3400 Kg x Rp. 1,300.00 = Rp. 8,242.00Pasir pasang 0.0120 M x Rp. 118,800.00 = Rp. 1,425.60
Jumlah (1) = Rp. 9,667.60
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Upah Pekerja 0.3000 Oh x Rp. 65,000.00 = Rp. 19,500.00
Tukang batu 0.1500 Oh x Rp. 95,000.00 = Rp. 14,250.00
Kepala tukang 0.0150 Oh x Rp. 110,000.00 = Rp. 1,650.00
Mandor 0.0150 Oh x Rp. 75,000.00 = Rp. 1,125.00
Jumlah (2) = Rp. 36,525.00
Jumlah (1) + (2) = Rp. 46,192.60
= Rp 46,192.00
PPL 6.27. Memasang 1 m2 Acian
SNI 2837:2008 / 6.27
Bahan Semen PPC 3.2500 Kg x Rp. 1,300.00 = Rp. 4,225.00
Jumlah (1) = Rp. 4,225.00
Upah Pekerja 0.1000 Oh x Rp. 65,000.00 = Rp. 6,500.00
Tukang batu 0.0500 Oh x Rp. 95,000.00 = Rp. 4,750.00
Kepala tukang 0.0050 Oh x Rp. 110,000.00 = Rp. 550.00
Mandor 0.0050 Oh x Rp. 75,000.00 = Rp. 375.00
Jumlah (2) = Rp. 12,175.00
Jumlah (1) + (2) = Rp. 16,400.00
= Rp 16,400.00
SNI 3434:2008 HARGA SATUAN PEKERJAAN KAYU
PK 6.1. Membuat dan memasang 1m3 kusen pintu dan jendela, kayu kelas I:
SNI 3434:2008 / 6.1
Bahan Balok kayu 1.1000 M x Rp. 10,370,400.00 = Rp. 11,407,440.00
Paku 10cm 1.2500 Kg x Rp. 17,000.00 = Rp. 21,250.00
Lem Kayu 1.0000 Kg x Rp. 40,000.00 = Rp. 40,000.00
Jumlah (1) = Rp. 11,468,690.00
Upah Pekerja 7.0000 Oh x Rp. 65,000.00 = Rp. 455,000.00
Tukang kayu 21.0000 Oh x Rp. 95,000.00 = Rp. 1,995,000.00
Kepala tukang 2.1000 Oh x Rp. 110,000.00 = Rp. 231,000.00
Mandor 0.3500 Oh x Rp. 75,000.00 = Rp. 26,250.00
Jumlah (2) = Rp. 2,707,250.00
Jumlah (1) +(2) = Rp. 14,175,940.00
PK 6.2. Membuat dan memasang 1m3 kusen pintu dan jendela, kayu kelas II:
SNI 3434:2008 / 6.2
Bahan Balok Kayu 1.2000 M x Rp. 6,814,800.00 = Rp. 8,177,760.00
Paku 10cm 1.2500 Kg x Rp. 17,000.00 = Rp. 21,250.00
Lem Kayu 1.0000 Kg x Rp. 40,000.00 = Rp. 40,000.00
Jumlah (1) = Rp. 8,239,010.00
Upah Pekerja 6.0000 Oh x Rp. 65,000.00 = Rp. 390,000.00
Tukang kayu 18.0000 Oh x Rp. 95,000.00 = Rp. 1,710,000.00Kepala tukang 1.8000 Oh x Rp. 110,000.00 = Rp. 198,000.00
Mandor 0.3000 Oh x Rp. 75,000.00 = Rp. 22,500.00
Jumlah (2) = Rp. 2,320,500.00
Jumlah (1) +(2) = Rp. 10,559,510.00
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PK 6.2a. Membuat dan memasang 1m3 kusen pintu dan jendela, kayu kelas III:
SNI 3434:2008 / 6.2a
Bahan Balok Kayu 1.2000 M x Rp. 5,000,000.00 = Rp. 6,000,000.00
Paku 10cm 1.2500 Kg x Rp. 17,000.00 = Rp. 21,250.00
Lem Kayu 1.0000 Kg x Rp. 40,000.00 = Rp. 40,000.00
Jumlah (1) = Rp. 6,061,250.00
Upah Pekerja 6.0000 Oh x Rp. 65,000.00 = Rp. 390,000.00
Tukang kayu 18.0000 Oh x Rp. 95,000.00 = Rp. 1,710,000.00
Kepala tukang 1.8000 Oh x Rp. 110,000.00 = Rp. 198,000.00
Mandor 0.3000 Oh x Rp. 75,000.00 = Rp. 22,500.00
Jumlah (2) = Rp. 2,320,500.00
Jumlah (1) +(2) = Rp. 8,381,750.00
PK 6.3. Membuat dan memasang 1m2 pintu klamp standar , kayu kelas II:
SNI 3434:2008 / 6.3
Bahan Papan Kayu 0.0400 M x Rp. 7,037,000.00 = Rp. 281,480.00
Paku 5 cm - 7cm 0.0500 Kg x Rp. 17,000.00 = Rp. 850.00
Jumlah (1) = Rp. 282,330.00
Upah Pekerja 0.3500 Oh x Rp. 65,000.00 = Rp. 22,750.00
Tukang kayu 1.0500 Oh x Rp. 95,000.00 = Rp. 99,750.00
Kepala tukang 0.1050 Oh x Rp. 110,000.00 = Rp. 11,550.00
Mandor 0.0180 Oh x Rp. 75,000.00 = Rp. 1,350.00
Jumlah (2) = Rp. 135,400.00
Jumlah (1) +(2) = Rp. 417,730.00
PK 6.4. Membuat dan memasang 1 m2 pintu klamp sederhana, kayu kelas III :
SNI 3434:2008 / 6.4
Bahan Papan Kayu 0.0400 M x Rp. 5,000,000.00 = Rp. 200,000.00
Paku biasa 2" - 5" 0.0500 Kg x Rp. 17,000.00 = Rp. 850.00
Jumlah (1) = Rp. 200,850.00
Upah Pekerja 0.3500 Oh x Rp. 65,000.00 = Rp. 22,750.00
Tukang kayu 1.0500 Oh x Rp. 95,000.00 = Rp. 99,750.00
Kepala tukang 0.1050 Oh x Rp. 110,000.00 = Rp. 11,550.00
Mandor 0.0180 Oh x Rp. 75,000.00 = Rp. 1,350.00
Jumlah (2) = Rp. 135,400.00
Jumlah (1) +(2) = Rp. 336,250.00
PK 6.5. Membuat dan memasang 1m2 pintu panel, kayu kelas II:
SNI 3434:2008 / 6.5
Bahan Papan Kayu 0.0400 M x Rp. 7,037,000.00 = Rp. 281,480.00
Lem Kayu 0.5000 Kg x Rp. 40,000.00 = Rp. 20,000.00
Jumlah (1) 301,480.00
Upah Pekerja 1.0000 Oh x Rp. 65,000.00 = Rp. 65,000.00
Tukang kayu 3.0000 Oh x Rp. 95,000.00 = Rp. 285,000.00
Kepala tukang 0.3000 Oh x Rp. 110,000.00 = Rp. 33,000.00
Mandor 0.0500 Oh x Rp. 75,000.00 = Rp. 3,750.00
Jumlah (2) = Rp. 386,750.00
Jumlah (1) +(2) = Rp. 688,230.00
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PK 6.5a Membuat dan memasang 1m2 pintu panel, kayu kelas III :
SNI 3434:2008 / 6.5a
Bahan Papan Kayu 0.0400 M x Rp. 5,000,000.00 = Rp. 200,000.00
Lem Kayu 0.5000 Kg x Rp. 40,000.00 = Rp. 20,000.00
Jumlah (1) = Rp. 220,000.00
Upah Pekerja 1.0000 Oh x Rp. 65,000.00 = Rp. 65,000.00Tukang kayu 3.0000 Oh x Rp. 95,000.00 = Rp. 285,000.00
Kepala tukang 0.3000 Oh x Rp. 110,000.00 = Rp. 33,000.00
Mandor 0.0500 Oh x Rp. 75,000.00 = Rp. 3,750.00
Jumlah (2) = Rp. 386,750.00
Jumlah (1) +(2) = Rp. 606,750.00
PK 6.6. Membuat dan memasang 1 m2 pintu dan jendela kaca, kayu kelas II:
SNI 3434:2008 / 6.6
Bahan Papan Kayu 0.0240 M3 x Rp. 7,037,000.00 = Rp. 168,888.00
Kaca polos 5 mm 0.6500 M2 x Rp. 130,000.00 = Rp. 84,500.00
Lem Kayu 0.8000 Kg x Rp. 40,000.00 = Rp. 32,000.00
Jumlah (1) = Rp. 285,388.00
Upah Pekerja 0.8000 Oh x Rp. 65,000.00 = Rp. 52,000.00
Tukang kayu 2.4000 Oh x Rp. 95,000.00 = Rp. 228,000.00
Kepala tukang 0.2400 Oh x Rp. 110,000.00 = Rp. 26,400.00
Mandor 0.0400 Oh x Rp. 75,000.00 = Rp. 3,000.00
Jumlah (2) = Rp. 309,400.00
Jumlah (1) +(2) = Rp. 594,788.00
PK 6.6a. Membuat dan memasang 1 m2 pintu dan jendela kaca, kayu kelas III:
SNI 3434:2008 / 6.6a
Bahan Kayu SK 0.0240 M3 x Rp. 5,000,000.00 = Rp. 120,000.00
Kaca polos 5 mm 0.6500 M2 x Rp. 130,000.00 = Rp. 84,500.00
Lem Kayu 0.8000 Kg x Rp. 40,000.00 = Rp. 32,000.00
Jumlah (1) = Rp. 236,500.00
Upah Pekerja 0.8000 Oh x Rp. 65,000.00 = Rp. 52,000.00
Tukang kayu 2.4000 Oh x Rp. 95,000.00 = Rp. 228,000.00
Kepala tukang 0.2400 Oh x Rp. 110,000.00 = Rp. 26,400.00
Mandor 0.0400 Oh x Rp. 75,000.00 = Rp. 3,000.00
Jumlah (2) = Rp. 309,400.00
Jumlah (1) +(2) = Rp. 545,900.00
PK 6.7. Membuat dan memasang 1 m2 pintu dan jendela jalusi kayu kelas II:
SNI 3434:2008 / 6.7
Bahan Papan Kayu 0.0640 M x Rp. 7,037,000.00 = Rp. 450,368.00
Lem Kayu 0.5000 Kg x Rp. 40,000.00 = Rp. 20,000.00 Jumlah (1) = Rp. 470,368.00
Upah Pekerja 1.0000 Oh x Rp. 65,000.00 = Rp. 65,000.00
Tukang kayu 3.0000 Oh x Rp. 95,000.00 = Rp. 285,000.00
Kepala tukang 0.3000 Oh x Rp. 110,000.00 = Rp. 33,000.00
Mandor 0.0500 Oh x Rp. 75,000.00 = Rp. 3,750.00
Jumlah (2) = Rp. 386,750.00
Jumlah (1) +(2) = Rp. 857,118.00
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PK 6.7a Membuat dan memasang 1 m2 pintu dan jendela jalusi kayu kelas III:
SNI 3434:2008 / 6.7a
Bahan Papan Kayu 0.0640 M x Rp. 5,000,000.00 = Rp. 320,000.00
Lem Kayu 0.5000 Kg x Rp. 40,000.00 = Rp. 20,000.00
Jumlah (1) = Rp. 340,000.00
Upah Pekerja 1.0000 Oh x Rp. 65,000.00 = Rp. 65,000.00Tukang kayu 3.0000 Oh x Rp. 95,000.00 = Rp. 285,000.00
Kepala tukang 0.3000 Oh x Rp. 110,000.00 = Rp. 33,000.00
Mandor 0.0500 Oh x Rp. 75,000.00 = Rp. 3,750.00
Jumlah (2) = Rp. 386,750.00
Jumlah (1) +(2) = Rp. 726,750.00
PK 6.8. Membuat 1 m2 daun pintu plywood rangkap, rangka tertutup, kayu kelas II (lbr sd 90cm):
SNI 3434:2008 / 6.8
Bahan Papan kayu 0.0250 M x Rp. 7,037,000.00 = Rp. 175,925.00
Paku 1cm - 2,5cm 0.0300 Kg x Rp. 17,000.00 = Rp. 510.00
Lem kayu 0.5000 Kg x Rp. 40,000.00 = Rp. 20,000.00
Plywood tbl 4mm 1.0000 Lbr x Rp. 65,000.00 = Rp. 65,000.00
Jumlah (1) = Rp. 261,435.00
Upah Pekerja 0.7000 Oh x Rp. 65,000.00 = Rp. 45,500.00
Tukang kayu 2.1000 Oh x Rp. 95,000.00 = Rp. 199,500.00
Kepala tukang 0.2100 Oh x Rp. 110,000.00 = Rp. 23,100.00
Mandor 0.0350 Oh x Rp. 75,000.00 = Rp. 2,625.00
Jumlah (2) = Rp. 270,725.00
Jumlah (1) +(2) = Rp. 532,160.00
PK 6.8a. Membuat 1 m2 daun pintu plywood rangkap, rangka tertutup,kayu kelas III (lbr sd 90cm):
SNI 3434:2008 / 6.8a
Bahan Papan kayu 0.0250 M x Rp. 5,000,000.00 = Rp. 125,000.00
Paku 1cm - 2,5cm 0.0300 Kg x Rp. 17,000.00 = Rp. 510.00
Lem kayu 0.5000 Kg x Rp. 40,000.00 = Rp. 20,000.00
Plywood tbl 4mm 1.0000 Lbr x Rp. 65,000.00 = Rp. 65,000.00
Jumlah (1) = Rp. 210,510.00
Upah Pekerja 0.7000 Oh x Rp. 65,000.00 = Rp. 45,500.00
Tukang kayu 2.1000 Oh x Rp. 95,000.00 = Rp. 199,500.00
Kepala tukang 0.2100 Oh x Rp. 110,000.00 = Rp. 23,100.00
Mandor 0.0350 Oh x Rp. 75,000.00 = Rp. 2,625.00
Jumlah (2) = Rp. 270,725.00
Jumlah (1) +(2) = Rp. 481,235.00
= Rp 481,235.00
PK 6.10. Memasang 1m2 jalusi kusen, kayu kelas II :SNI 3434:2008 / 6.10
Bahan Papan kayu 0.0600 M x Rp. 7,037,000.00 = Rp. 422,220.00
Paku 1cm - 2,5cm 0.1500 Kg x Rp. 17,000.00 = Rp. 2,550.00
Jumlah (1) = Rp. 424,770.00
Dibulatkan
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Upah Pekerja 0.6700 Oh x Rp. 65,000.00 = Rp. 43,550.00
Tukang kayu 2.0000 Oh x Rp. 95,000.00 = Rp. 190,000.00
Kepala tukang 0.2000 Oh x Rp. 110,000.00 = Rp. 22,000.00
Mandor 0.3350 Oh x Rp. 75,000.00 = Rp. 25,125.00
Jumlah (2) = Rp. 280,675.00
Jumlah (1) +(2) = Rp. 705,445.00
PK 6.10a. Memasang 1m2 jalusi kusen, kayu kelas III :
SNI 3434:2008 / 6.10a
Bahan Papan kayu 0.0600 M x Rp. 5,000,000.00 = Rp. 300,000.00
Paku 1cm - 2,5cm 0.1500 Kg x Rp. 17,000.00 = Rp. 2,550.00
Jumlah (1) = Rp. 302,550.00
Upah Pekerja 0.6700 Oh x Rp. 65,000.00 = Rp. 43,550.00
Tukang kayu 2.0000 Oh x Rp. 95,000.00 = Rp. 190,000.00
Kepala tukang 0.2000 Oh x Rp. 110,000.00 = Rp. 22,000.00
Mandor 0.3350 Oh x Rp. 75,000.00 = Rp. 25,125.00
Jumlah (2) = Rp. 280,675.00
Jumlah (1) +(2) = Rp. 583,225.00
PK 6.11. Memasang 1m2 teakwood rangkap, rangka expose kayu kelas II:
SNI 3434:2008 / 6.11
Bahan Papan kayu 0.0250 M x Rp. 7,037,000.00 = Rp. 175,925.00
Paku 1cm - 2,5cm 0.0300 Kg x Rp. 17,000.00 = Rp. 510.00
Lem kayu 0.3000 Lt x Rp. 40,000.00 = Rp. 12,000.00
Teakwood (120 x 240 x 3 mm) 1.0000 Lbr x Rp. 50,000.00 = Rp. 50,000.00
Jumlah (1) = Rp. 238,435.00
Upah Pekerja 0.8000 Oh x Rp. 65,000.00 = Rp. 52,000.00
Tukang kayu 2.4000 Oh x Rp. 95,000.00 = Rp. 228,000.00
Kepala tukang 0.2400 Oh x Rp. 110,000.00 = Rp. 26,400.00
Mandor 0.0400 Oh x Rp. 75,000.00 = Rp. 3,000.00
Jumlah (2) = Rp. 309,400.00
Jumlah (1) +(2) = Rp. 547,835.00
PK 6.11a. Memasang 1m2 teakwood rangkap, rangka expose kayu kelas III:
SNI 3434:2008 / 6.11a
Bahan Papan kayu 0.0250 M x Rp. 5,000,000.00 = Rp. 125,000.00
Paku 1cm - 2,5cm 0.0300 Kg x Rp. 17,000.00 = Rp. 510.00
Lem kayu 0.3000 Lt x Rp. 40,000.00 = Rp. 12,000.00
Teakwood (120 x 240 x 3 mm) 1.0000 Lbr x Rp. 50,000.00 = Rp. 50,000.00
Jumlah (1) = Rp. 187,510.00
Upah Pekerja 0.8000 Oh x Rp. 65,000.00 = Rp. 52,000.00
Tukang kayu 2.4000 Oh x Rp. 95,000.00 = Rp. 228,000.00Kepala tukang 0.2400 Oh x Rp. 110,000.00 = Rp. 26,400.00
Mandor 0.0400 Oh x Rp. 75,000.00 = Rp. 3,000.00
Jumlah (2) = Rp. 309,400.00
Jumlah (1) +(2) = Rp. 496,910.00
Dibulatkan = Rp 496,910.00
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PK 6.13. Memasang 1m3 konstruksi kuda-kuda konvensional, kayu kelas I:
SNI 3434:2008 / 6.13
Bahan Balok kayu 1.1000 M x Rp. 10,370,400.00 = Rp. 11,407,440.00
Besi strip 15.0000 Kg x Rp. 17,250.00 = Rp. 258,750.00
Paku 12 cm 5.6000 Kg x Rp. 17,000.00 = Rp. 95,200.00
Jumlah (1) = Rp. 11,761,390.00
Upah Pekerja 4.0000 Oh x Rp. 65,000.00 = Rp. 260,000.00
Tukang kayu 12.0000 Oh x Rp. 95,000.00 = Rp. 1,140,000.00
Kepala tukang 1.2000 Oh x Rp. 110,000.00 = Rp. 132,000.00
Mandor 0.2000 Oh x Rp. 75,000.00 = Rp. 15,000.00
Jumlah (2) = Rp. 1,547,000.00
Jumlah (1) +(2) = Rp. 13,308,390.00
PK 6.13a Memasang 1m3 konstruksi kuda-kuda konvensional, kayu kelas II:
SNI 3434:2008 / 6.13a
Bahan Balok kayu 1.1000 M x Rp. 6,814,800.00 = Rp. 7,496,280.00
Besi strip 15.0000 Kg x Rp. 17,250.00 = Rp. 258,750.00
Paku 12 cm 5.6000 Kg x Rp. 17,000.00 = Rp. 95,200.00
Jumlah (1) = Rp. 7,850,230.00
Upah Pekerja 4.0000 Oh x Rp. 65,000.00 = Rp. 260,000.00
Tukang kayu 12.0000 Oh x Rp. 95,000.00 = Rp. 1,140,000.00
Kepala tukang 1.2000 Oh x Rp. 110,000.00 = Rp. 132,000.00
Mandor 0.2000 Oh x Rp. 75,000.00 = Rp. 15,000.00
Jumlah (2) = Rp. 1,547,000.00
Jumlah (1) +(2) = Rp. 9,397,230.00
PK 6.13b. Memasang 1m3 konstruksi kuda-kuda konvensional, kayu kelas III:
SNI 3434:2008 / 6.13b
Bahan Balok kayu 1.1000 M x Rp. 5,000,000.00 = Rp. 5,500,000.00
Besi strip 15.0000 Kg x Rp. 17,250.00 = Rp. 258,750.00
Paku 12 cm 5.6000 Kg x Rp. 17,000.00 = Rp. 95,200.00
Jumlah (1) = Rp. 5,853,950.00
Upah Pekerja 4.0000 Oh x Rp. 65,000.00 = Rp. 260,000.00
Tukang kayu 12.0000 Oh x Rp. 95,000.00 = Rp. 1,140,000.00
Kepala tukang 1.2000 Oh x Rp. 110,000.00 = Rp. 132,000.00
Mandor 0.2000 Oh x Rp. 75,000.00 = Rp. 15,000.00
Jumlah (2) = Rp. 1,547,000.00
Jumlah (1) +(2) = Rp. 7,400,950.00
PK 6.15. Memasang 1 m3 konstruksi gordeng, kayu kelas I :
SNI 3434:2008 / 6.15
Bahan Balok Kayu 1.1000 M x Rp. 10,370,400.00 = Rp. 11,407,440.00Paku 12 cm 3.0000 Kg x Rp. 17,000.00 = Rp. 51,000.00
Jumlah (1) = Rp. 11,458,440.00
Upah Pekerja 2.4000 Oh x Rp. 65,000.00 = Rp. 156,000.00
Tukang kayu 7.2000 Oh x Rp. 95,000.00 = Rp. 684,000.00
Kepala tukang 0.7200 Oh x Rp. 110,000.00 = Rp. 79,200.00
Mandor 0.1200 Oh x Rp. 75,000.00 = Rp. 9,000.00
Jumlah (2) = Rp. 928,200.00
Jumlah (1) +(2) = Rp. 12,386,640.00
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PK 6.15a Memasang 1 m3 konstruksi gordeng, kayu kelas II :
SNI 3434:2008 / 6.15a
Bahan Balok Kayu 1.1000 M x Rp. 6,814,800.00 = Rp. 7,496,280.00
Paku 12 cm 3.0000 Kg x Rp. 17,000.00 = Rp. 51,000.00
Jumlah (1) = Rp. 7,547,280.00
Upah Pekerja 2.4000 Oh x Rp. 65,000.00 = Rp. 156,000.00
Tukang kayu 7.2000 Oh x Rp. 95,000.00 = Rp. 684,000.00
Kepala tukang 0.7200 Oh x Rp. 110,000.00 = Rp. 79,200.00
Mandor 0.1200 Oh x Rp. 75,000.00 = Rp. 9,000.00
Jumlah (2) = Rp. 928,200.00
Jumlah (1) +(2) = Rp. 8,475,480.00
PK 6.16. Memasang 1m2 rangka atap genteng keramik, kayu kelas I :
SNI 3434:2008 / 6.16
Bahan Kaso-kaso (5x7)cm 0.0140 M x Rp. 10,370,400.00 = Rp. 145,185.60
Reng (2x3) cm 0.0036 M x Rp. 10,370,400.00 = Rp. 37,333.44
Paku 5cm dan 10cm 0.2500 Kg x Rp. 17,000.00 = Rp. 4,250.00
Jumlah (1) = Rp. 186,769.04
Upah Pekerja 0.1000 Oh x Rp. 65,000.00 = Rp. 6,500.00
Tukang kayu 0.1000 Oh x Rp. 95,000.00 = Rp. 9,500.00
Kepala tukang 0.0100 Oh x Rp. 110,000.00 = Rp. 1,100.00
Mandor 0.0050 Oh x Rp. 75,000.00 = Rp. 375.00
Jumlah (2) = Rp. 17,475.00
Jumlah (1) +(2) = Rp. 204,244.04
Dibulatkan = Rp 204,244.00
PK 6.16.a Memasang 1m2 rangka atap genteng keramik, kayu kelas II :
SNI 3434:2008 / 6.16a
Bahan Kaso-kaso (5x7)cm 0.0140 M x Rp. 6,814,800.00 = Rp. 95,407.20
Reng (2x3) cm 0.0036 M x Rp. 6,814,800.00 = Rp. 24,533.28
Paku 5cm dan 10cm 0.2500 Kg x Rp. 17,000.00 = Rp. 4,250.00
Jumlah (1) = Rp. 124,190.48
Upah Pekerja 0.1000 Oh x Rp. 65,000.00 = Rp. 6,500.00
Tukang kayu 0.1000 Oh x Rp. 95,000.00 = Rp. 9,500.00
Kepala tukang 0.0100 Oh x Rp. 110,000.00 = Rp. 1,100.00
Mandor 0.0050 Oh x Rp. 75,000.00 = Rp. 375.00
Jumlah (2) = Rp. 17,475.00
Jumlah (1) +(2) = Rp. 141,665.48
Dibulatkan = Rp 141,665.00
PK 6.17. memasang rangka atap genteng beton, kayu kelas II 1 m2 :SNI 3434:2008 / 6.17
Bahan Kaso-kaso (5x7)cm 0.0140 M x Rp. 6,814,800.00 = Rp. 95,407.20
Reng (3x4) cm 0.0072 M x Rp. 6,814,800.00 = Rp. 49,066.56
Paku 5cm dan 10cm 0.2500 Kg x Rp. 17,000.00 = Rp. 4,250.00
Jumlah (1) = Rp. 148,723.76
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Upah Pekerja 0.1000 Oh x Rp. 65,000.00 = Rp. 6,500.00
Tukang kayu 0.1000 Oh x Rp. 95,000.00 = Rp. 9,500.00
Kepala tukang 0.0100 Oh x Rp. 110,000.00 = Rp. 1,100.00
Mandor 0.0050 Oh x Rp. 75,000.00 = Rp. 375.00
Jumlah (2) = Rp. 17,475.00
Jumlah (1) +(2) = Rp. 166,198.76
Dibulatkan = Rp 166,198.00
PK 6.18. memasang rangka atap sirap, kayu kelas II 1 m2:
SNI 3434:2008 / 6.18
Bahan Kayu kelas II 0.1650 M x Rp. 6,814,800.00 = Rp. 1,124,442.00
Paku 5cm dan 10cm 0.2000 Kg x Rp. 17,000.00 = Rp. 3,400.00
Jumlah (1) = Rp. 1,127,842.00
Upah Pekerja 0.1200 Oh x Rp. 65,000.00 = Rp. 7,800.00
Tukang kayu 0.1200 Oh x Rp. 95,000.00 = Rp. 11,400.00
Kepala tukang 0.0120 Oh x Rp. 110,000.00 = Rp. 1,320.00
Mandor 0.0060 Oh x Rp. 75,000.00 = Rp. 450.00
Jumlah (2) = Rp. 20,970.00
Jumlah (1) +(2) = Rp. 1,148,812.00
PK 6.19. Pasang rangka langit-langit (0.50 x 1.00) m, kayu kelas III 1 m2 :
SNI 3434:2008 / 6.19
Bahan Kaso-kaso (5x7) cm 0.0154 M x Rp. 5,000,000.00 = Rp. 77,000.00
Paku 7cm dan 10cm 0.2000 Kg x Rp. 17,000.00 = Rp. 3,400.00
Jumlah (1) = Rp. 80,400.00
Upah Pekerja 0.1500 Oh x Rp. 65,000.00 = Rp. 9,750.00
Tukang kayu 0.3000 Oh x Rp. 95,000.00 = Rp. 28,500.00
Kepala tukang 0.0300 Oh x Rp. 110,000.00 = Rp. 3,300.00
Mandor 0.0750 Oh x Rp. 75,000.00 = Rp. 5,625.00
Jumlah (2) = Rp. 47,175.00
Jumlah (1) +(2) = Rp. 127,575.00
Dibulatkan = Rp 127,575.00
PK 6.20. Pasang rangka langit-langit (0.60 x 0.60) m, kayu kelas III 1 m2 :
SNI 3434:2008 / 6.20
Bahan Kaso-kaso (5x7) cm 0.0163 M x Rp. 5,000,000.00 = Rp. 81,500.00
Paku 7cm dan 10cm 0.2500 Kg x Rp. 17,000.00 = Rp. 4,250.00
Jumlah (1) = Rp. 85,750.00
Upah Pekerja 0.2000 Oh x Rp. 65,000.00 = Rp. 13,000.00
Tukang kayu 0.3000 Oh x Rp. 95,000.00 = Rp. 28,500.00
Kepala tukang 0.0300 Oh x Rp. 110,000.00 = Rp. 3,300.00
Mandor 0.0100 Oh x Rp. 75,000.00 = Rp. 750.00Jumlah (2) = Rp. 45,550.00
Jumlah (1) +(2) = Rp. 131,300.00
Dibulatkan = Rp 131,300.00
PK 6.21. Memasang 1 m' lisplank ukuran (3 x 20) cm, kayu kelas II :
SNI 3434:2008 / 6.21
Bahan Papan Kayu 0.0072 M x Rp. 7,037,000.00 = Rp. 50,666.40
Paku 5cm dan 7cm 0.1000 Kg x Rp. 17,000.00 = Rp. 1,700.00
Jumlah (1) = Rp. 52,366.40
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Upah Pekerja 0.1000 Oh x Rp. 65,000.00 = Rp. 6,500.00
Tukang kayu 0.2000 Oh x Rp. 95,000.00 = Rp. 19,000.00
Kepala tukang 0.0200 Oh x Rp. 110,000.00 = Rp. 2,200.00
Mandor 0.0050 Oh x Rp. 75,000.00 = Rp. 375.00
Jumlah (2) = Rp. 28,075.00
Jumlah (1) +(2) = Rp. 80,441.40Dibulatkan = Rp 80,441.00
PK 6.21a. Memasang 1 m' lisplank ukuran (3 x 20) cm, kayu kelas III :
SNI 3434:2008 / 6.21a
Bahan Papan Kayu 0.0072 M x Rp. 5,000,000.00 = Rp. 36,000.00
Paku 5cm dan 7cm 0.1000 Kg x Rp. 17,000.00 = Rp. 1,700.00
Jumlah (1) = Rp. 37,700.00
Upah Pekerja 0.1000 Oh x Rp. 65,000.00 = Rp. 6,500.00
Tukang kayu 0.2000 Oh x Rp. 95,000.00 = Rp. 19,000.00
Kepala tukang 0.0200 Oh x Rp. 110,000.00 = Rp. 2,200.00
Mandor 0.0050 Oh x Rp. 75,000.00 = Rp. 375.00
Jumlah (2) = Rp. 28,075.00
Jumlah (1) +(2) = Rp. 65,775.00
Dibulatkan = Rp 65,775.00
PK 6.22. Memasang 1 m' lisplank ukuran (3 x 30) cm, kayu kelas II :
SNI 3434:2008 / 6.22
Bahan Papan Kayu 0.0110 M x Rp. 7,037,000.00 = Rp. 77,407.00
Paku 5cm dan 7cm 0.0500 Kg x Rp. 17,000.00 = Rp. 850.00
Jumlah (1) = Rp. 78,257.00
Upah Pekerja 0.1000 Oh x Rp. 65,000.00 = Rp. 6,500.00
Tukang kayu 0.2000 Oh x Rp. 95,000.00 = Rp. 19,000.00
Kepala tukang 0.0200 Oh x Rp. 110,000.00 = Rp. 2,200.00
Mandor 0.0050 Oh x Rp. 75,000.00 = Rp. 375.00
Jumlah (2) = Rp. 28,075.00
Jumlah (1) +(2) = Rp. 106,332.00
PK 6.23. Memasang 1 m2 rangka dinding pemisah (60 x 120)cm , kayu kelas III :
SNI 3434:2008 / 6.23
Bahan kayu SK, balok 5/7 0.0280 M x Rp. 5,000,000.00 = Rp. 140,000.00
Paku 5cm dan 7cm 0.1500 Kg x Rp. 17,000.00 = Rp. 2,550.00
Jumlah (1) = Rp. 142,550.00
Upah Pekerja 0.1500 Oh x Rp. 65,000.00 = Rp. 9,750.00
Tukang kayu 0.4500 Oh x Rp. 95,000.00 = Rp. 42,750.00
Kepala tukang 0.0450 Oh x Rp. 110,000.00 = Rp. 4,950.00Mandor 0.0080 Oh x Rp. 75,000.00 = Rp. 600.00
Jumlah (2) = Rp. 58,050.00
Jumlah (1) +(2) = Rp. 200,600.00
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PK 6.25. Memasang 1 m2 dinding pemisah plywood rangkap, rangka kayu kelas III:
SNI 3434:2008 / 6.25
Bahan Balok kayu (6x12) cm 0.0280 M x Rp. 5,000,000.00 = Rp. 140,000.00
Paku 5cm dan 10cm 0.1500 Kg x Rp. 17,000.00 = Rp. 2,550.00
Lem kayu 0.5600 Lt x Rp. 40,000.00 = Rp. 22,400.00
Plywood (120 x 240 x 4 mm) 0.8600 Lbr x Rp. 65,000.00 = Rp. 55,900.00
Jumlah (1) = Rp. 220,850.00
Upah Pekerja 0.2000 Oh x Rp. 65,000.00 = Rp. 13,000.00
Tukang kayu 0.6000 Oh x Rp. 95,000.00 = Rp. 57,000.00
Kepala tukang 0.0600 Oh x Rp. 110,000.00 = Rp. 6,600.00
Mandor 0.0100 Oh x Rp. 75,000.00 = Rp. 750.00
Jumlah (2) = Rp. 77,350.00
Jumlah (1) +(2) = Rp. 298,200.00
PK 6.27. Memasang 1 m2 dinding lambrizing dari plywood :
SNI 3434:2008 / 6.27
Bahan Plywood (120 x 240 x 4 mm) 0.4000 Lbr x Rp. 65,000.00 = Rp. 26,000.00
Paku 1 cm dan 2,5 cm 0.0500 Kg x Rp. 17,000.00 = Rp. 850.00
Jumlah (1) = Rp. 26,850.00
Upah Pekerja 0.0250 Oh x Rp. 65,000.00 = Rp. 1,625.00
Tukang kayu 0.0750 Oh x Rp. 95,000.00 = Rp. 7,125.00
Kepala tukang 0.0080 Oh x Rp. 110,000.00 = Rp. 880.00
Mandor 0.0010 Oh x Rp. 75,000.00 = Rp. 75.00
Jumlah (2) = Rp. 9,705.00
Jumlah (1) +(2) = Rp. 36,555.00
PK 6.28. Memasang 1 m2 dinding bilik bambu, kayu kelas III :
SNI 3434:2008 / 6.28
Bahan Bilik bambu (1,8 x 1,8)m 1.5000 M2 x Rp. 14,000.00 = Rp. 21,000.00
Kaso (5x7) cm 0.0140 M3 x Rp. 5,000,000.00 = Rp. 70,000.00
Paku 0.0120 Kg x Rp. 17,000.00 = Rp. 204.00
List kayu 2/4 0.0030 M3 x Rp. 5,000,000.00 = Rp. 15,000.00
Jumlah (1) = Rp. 106,204.00
Upah Pekerja 0.1000 Oh x Rp. 65,000.00 = Rp. 6,500.00
Tukang kayu 0.0500 Oh x Rp. 95,000.00 = Rp. 4,750.00
Kepala tukang 0.0050 Oh x Rp. 110,000.00 = Rp. 550.00
Mandor 0.0050 Oh x Rp. 75,000.00 = Rp. 375.00
Jumlah (2) = Rp. 12,175.00
Jumlah (1) +(2) = Rp. 118,379.00
Dibulatkan = Rp 118,379.00
PK 6.38. Memasang 1 m2 rangka langit-langit (1.00x1.00)m, kayu kelas III :SNI 03-3435:1994 / 6.38
Bahan Kayu kelas III 0.0120 M3 x Rp. 5,000,000.00 = Rp. 60,000.00
Paku 5cm dan 10cm 0.1000 Kg x Rp. 17,000.00 = Rp. 1,700.00
Jumlah (1) = Rp. 61,700.00
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Upah Pekerja 0.1500 Oh x Rp. 65,000.00 = Rp. 9,750.00
Tukang kayu 0.2500 Oh x Rp. 95,000.00 = Rp. 23,750.00
Kepala tukang 0.0250 Oh x Rp. 110,000.00 = Rp. 2,750.00
Mandor 0.0750 Oh x Rp. 75,000.00 = Rp. 5,625.00
Jumlah (2) = Rp. 41,875.00
Jumlah (1) +(2) = Rp. 103,575.00
SNI 7394:2008 PEKERJAAN BETON
catatan :
Bobot isi pasir = 1.400kg/m3, Bobot isi kerikil = 1.350 kg/m3, bukling factor = 20%
. . em uat m eton mutu c = , a , s ump cm, w c = ,
SNI 7394:2 8 / 6.1
Bahan Semen PPC 247. Kg x Rp. 1,3 . = Rp. 321,1 .Pasir 869. Kg x Rp. 95. = Rp. 82,555.Kerikil (maksimum 3 mm) 999. Kg x Rp. 223. = Rp. 222,777.
r . tr x p. . = p. , .Jumlah (1) = Rp. 633,957.
Upah Pekerja 1.6 Oh x Rp. 65, . = Rp. 1 4, .
Tukang batu .275 Oh x Rp. 95, . = Rp. 26,125.Kepala tukang . 28 Oh x Rp. 11 , . = Rp. 3, 8 .Mandor . 83 Oh x Rp. 75, . = Rp. 6,225.
Jumlah (2) = Rp. 139,43 .Jumlah (1) +(2) = Rp. 773,387.
PB 6.2. Membuat 1 m3 beton mutu fc = 9,8 MPa (K 125), slump (12 2) cm, w/c = ,78
SNI 7394:2 8 / 6.2
Bahan Semen PPC 276. Kg x Rp. 1,3 . = Rp. 358,8 .Pasir 828. Kg x Rp. 95. = Rp. 78,66 .er ma s mum mm . g x p. . = p. , .
Air 215. Ltr x Rp. 35. = Rp. 7,525.Jumlah (1) = Rp. 67 ,661.
Upah Pekerja 1.6 Oh x Rp. 65, . = Rp. 1 4, .
Tukang batu .275 Oh x Rp. 95, . = Rp. 26,125.Kepala tukang . 28 Oh x Rp. 11 , . = Rp. 3, 8 .Mandor . 83 Oh x Rp. 75, . = Rp. 6,225.
Jumlah (2) = Rp. 139,43 .um a + = p. , .
PB 6.3. Membuat 1 m3 beton mutu fc = 12,2 MPa (K 15 ), slump (C1216) cm, w/c = ,72
SNI 7394:2 8 / 6.3
Bahan Semen PPC 299. Kg x Rp. 1,3 . = Rp. 388,7 .as r . g x p. . = p. , .
Kerikil (maksimum 3 mm) 1 17. Kg x Rp. 223. = Rp. 226,791.Air 215. Ltr x Rp. 35. = Rp. 7,525.
Jumlah (1) = Rp. 698,921.
Upah Pekerja 1.65 Oh x Rp. 65, . = Rp. 1 7,25 .
Tukang batu .275 Oh x Rp. 95, . = Rp. 26,125.Kepala tukang . 28 Oh x Rp. 11 , . = Rp. 3, 8 .Mandor . 83 Oh x Rp. 75, . = Rp. 6,225.
um a = p. , .Jumlah (1) +(2) = Rp. 841,6 1.
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PB 6.4. Membuat 1 m3 lantai kerja beton mutu fc = 7,4 MPa (K 1 ), slump (3-6)cm, w/c = ,87
SNI 7394:2 8 / 6.4
Bahan Semen PPC 23 . Kg x Rp. 1,3 . = Rp. 299, .Pasir 893. Kg x Rp. 95. = Rp. 84,835.Kerikil (maksimum 3 mm) 1 27. Kg x Rp. 223. = Rp. 229, 21.Air 2 . Ltr x Rp. 35. = Rp. 7, .
Jumlah (1) = Rp. 619,856.
Upah Pekerja 1.2 Oh x Rp. 65, . = Rp. 78, .Tukang batu .2 Oh x Rp. 95, . = Rp. 19, .Kepala tukang . 2 Oh x Rp. 11 , . = Rp. 2,2 .Mandor . 6 Oh x Rp. 75, . = Rp. 4,5 .
um a = p. , .Jumlah (1) +(2) = Rp. 723,556.
PB 6.5. Membuat 1 m3 beton mutu fc = 14,5 MPa (K 175), slump (12 2)cm, w/c = ,66
SNI 7394:2 8 / 6.5
a an emen . g x p. , . = p. , .Pasir 76 . Kg x Rp. 95. = Rp. 72,2 .Kerikil (maksimum 3 mm) 1 29. Kg x Rp. 223. = Rp. 229,467.Air 215. Ltr x Rp. 35. = Rp. 7,525.
um a = p. , .
Upah Pekerja 1.65 Oh x Rp. 65, . = Rp. 1 7,25 .Tukang batu .275 Oh x Rp. 95, . = Rp. 26,125.Kepala tukang . 28 Oh x Rp. 11 , . = Rp. 3, 8 .
an or . x p. , . = p. , .Jumlah (2) = Rp. 142,68 .Jumlah (1) +(2) = Rp. 875,672.
PB 6.5.a Membuat dan menghampar 1 m3 mutu beton fc = 14,5 MPa (K 175), slump (122)cm, w/c= ,66
: , - . . a
Bahan Semen PPC 326. Kg x Rp. 1,3 . = Rp. 423,8 .Pasir 76 . Kg x Rp. 95. = Rp. 72,2 .Kerikil (maksimum 3 mm) 1 29. Kg x Rp. 223. = Rp. 229,467.Air 215. Ltr x Rp. 35. = Rp. 7,525.
Jumlah (1) 732,992.
Upah Pekerja 4.95 Oh x Rp. 65, . = Rp. 321,75 .Tukang batu .825 Oh x Rp. 95, . = Rp. 78,375.epa a tu ang . x p. , . = p. , .
Mandor .249 Oh x Rp. 75, . = Rp. 18,675.Jumlah (2) = Rp. 428, 4 .Jumlah (1) +(2) = Rp. 1,161, 32.
. . em uat m eton mutu c = , a , s ump cm, w c = ,
SNI 7394:2 8 / 6.6
Bahan Semen PPC 352. Kg x Rp. 1,3 . = Rp. 457,6 .Pasir 731. Kg x Rp. 95. = Rp. 69,445.Kerikil (maksimum 3 mm) 1 31. Kg x Rp. 223. = Rp. 229,913.Air 215. Ltr x Rp. 35. = Rp. 7,525.
Jumlah (1) = Rp. 764,483.
Upah Pekerja 1.65 Oh x Rp. 65, . = Rp. 1 7,25 .u ang atu . x p. , . = p. , .
Kepala tukang . 28 Oh x Rp. 11 , . = Rp. 3, 8 .Mandor . 83 Oh x Rp. 75, . = Rp. 6,225.
Jumlah (2) = Rp. 142,68 .Jumlah (1) +(2) = Rp. 9 7,163.
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PB 6.7. Membuat 1 m3 beton mutu fc = 19,3 MPa (K 225), slump (12 2)cm, w/c = ,58
SNI 7394:2 8 / 6.7
Bahan Semen PPC 371. Kg x Rp. 1,3 . = Rp. 482,3 .Pasir 698. Kg x Rp. 95. = Rp. 66,31 .Kerikil (maksimum 3 mm) 1 47. Kg x Rp. 223. = Rp. 233,481.Air 215. Ltr x Rp. 35. = Rp. 7,525.
Jumlah (1) = Rp. 789,616.
Upah Pekerja 1.65 Oh x Rp. 65, . = Rp. 1 7,25 .Tukang batu .275 Oh x Rp. 95, . = Rp. 26,125.Kepala tukang . 28 Oh x Rp. 11 , . = Rp. 3, 8 .Mandor . 83 Oh x Rp. 75, . = Rp. 6,225.
um a = p. , .Jumlah (1) +(2) = Rp. 932,296.
PB 6.8. Membuat 1 m3 beton mutu fc = 21,7 MPa (K 25 ), slump (12 2) cm, w/c = ,56
SNI 7394:2 8 / 6.8
a an emen . g x p. , . = p. , .Pasir 692. Kg x Rp. 95. = Rp. 65,74 .Kerikil (maksimum 3 mm) 1 39. Kg x Rp. 223. = Rp. 231,697.Air 215. Ltr x Rp. 35. = Rp. 7,525.
um a = p. , .
Upah Pekerja 1.65 Oh x Rp. 65, . = Rp. 1 7,25 .Tukang batu .275 Oh x Rp. 95, . = Rp. 26,125.Kepala tukang . 28 Oh x Rp. 11 , . = Rp. 3, 8 .
an or . x p. , . = p. , .Jumlah (2) = Rp. 142,68 .Jumlah (1) +(2) = Rp. 946,842.
PB 6.9. Membuat 1 m3 beton mutu fc = 24, MPa (K 275), slump (12 2) cm, w/c = ,53
: .
Bahan Semen PPC 4 6. Kg x Rp. 1,3 . = Rp. 527,8 .Pasir 684. Kg x Rp. 95. = Rp. 64,98 .Kerikil (maksimum 3 mm) 1 26. Kg x Rp. 223. = Rp. 228,798.Air 215. Ltr x Rp. 35. = Rp. 7,525.
Jumlah (1) = Rp. 829,1 3.
Upah Pekerja 1.65 Oh x Rp. 65, . = Rp. 1 7,25 .Tukang batu .275 Oh x Rp. 95, . = Rp. 26,125.epa a tu ang . x p. , . = p. , .
Mandor . 83 Oh x Rp. 75, . = Rp. 6,225.Jumlah (2) = Rp. 142,68 .Jumlah (1) +(2) = Rp. 971,783.
. . em uat m eton mutu c = , a , s ump cm, w c = ,
SNI 7394:2 8 / 6.1
Bahan Semen PPC 413. Kg x Rp. 1,3 . = Rp. 536,9 .Pasir 681. Kg x Rp. 95. = Rp. 64,695.Kerikil (maksimum 3 mm) 1 21. Kg x Rp. 223. = Rp. 227,683.Air 215. Ltr x Rp. 35. = Rp. 7,525.
Jumlah (1) = Rp. 836,8 3.
Upah Pekerja 1.65 Oh x Rp. 65, . = Rp. 1 7,25 .u ang atu . x p. , . = p. , .
Kepala tukang . 28 Oh x Rp. 11 , . = Rp. 3, 8 .Mandor . 83 Oh x Rp. 75, . = Rp. 6,225.
Jumlah (2) = Rp. 142,68 .Jumlah (1) +(2) = Rp. 979,483.
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PB 6.11. Membuat 1 m3 beton mutu fc = 28,8 MPa (K 325), slump (12 2) cm, w/c = ,49
SNI 7394:2 8 / 6.11
Bahan Semen PPC 439. Kg x Rp. 1,3 . = Rp. 57 ,7 .Pasir 67 . Kg x Rp. 95. = Rp. 63,65 .Kerikil (maksimum 3 mm) 1 6. Kg x Rp. 223. = Rp. 224,338.Air 215. Ltr x Rp. 35. = Rp. 7,525.
Jumlah (1) = Rp. 866,213.
Upah Pekerja 2.1 Oh x Rp. 65, . = Rp. 136,5 .Tukang batu .35 Oh x Rp. 95, . = Rp. 33,25 .Kepala tukang . 35 Oh x Rp. 11 , . = Rp. 3,85 .Mandor .1 5 Oh x Rp. 75, . = Rp. 7,875.
um a = p. , .Jumlah (1) +(2) = Rp. 1, 47,688.
PB 6.12. Membuat 1 m3 beton mutu fc = 31,2 MPa (K 35 ), slump (12 2) cm, w/c = ,48
SNI 7394:2 8 / 6.12
a an emen . g x p. , . = p. , .Pasir 667. Kg x Rp. 95. = Rp. 63,365.Kerikil (maksimum 3 mm) 1 . Kg x Rp. 223. = Rp. 223, .Air 215. Ltr x Rp. 35. = Rp. 7,525.
um a = p. , .
Upah Pekerja 2.1 Oh x Rp. 65, . = Rp. 136,5 .Tukang batu .35 Oh x Rp. 95, . = Rp. 33,25 .Kepala tukang . 35 Oh x Rp. 11 , . = Rp. 3,85 .
an or . x p. , . = p. , .Jumlah (2) = Rp. 181,475.Jumlah (1) +(2) = Rp. 1, 57,765.
PB 6.17 Pembesian 10 kg dengan besi beton
SNI 7394:2008 / 6.17
Bahan Besi beton 10.5000 Kg x Rp. 15,000.00 = Rp. 157,500.00
Kawat beton 0.1500 Kg x Rp. 18,700.00 = Rp. 2,805.00
Jumlah (1) = Rp. 160,305.00
Upah Pekerja 0.0700 Oh x Rp. 65,000.00 = Rp. 4,550.00
Tukang besi 0.0700 Oh x Rp. 95,000.00 = Rp. 6,650.00
Kepala tukang 0.0070 Oh x Rp. 110,000.00 = Rp. 770.00
Mandor 0.0040 Oh x Rp. 75,000.00 = Rp. 300.00
Jumlah (2) = Rp. 12,270.00
Jumlah (1) + (2) = Rp. 172,575.00
Pembesian 1 kg besi beton 0.1000 x 172,575.00 = Rp. 17,257.50
Dibulatkan = Rp 17,257.00
PB 6.20. Memasang 1 m2 bekisting untuk pondasi
SNI 7394:2008 / 6.20
Bahan Kayu Bekisting 0.0400 M x Rp. 3,833,300.00 = Rp. 153,332.00
Paku 5 cm - 10 cm 0.3000 Kg x Rp. 17,000.00 = Rp. 5,100.00Minyak bekisting 0.1000 Ltr x Rp. 6,300.00 = Rp. 630.00
Jumlah (1) = Rp. 159,062.00
Bahan