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PEMERINTAH KABUPATEN PASURUANDINAS CIPTA KARYA
DAFTAR HARGA BAHAN BANGUNAN & UPAH KERJA
Lokasi : WILAYAH I
No. JENIS BAHAN Sat. Harga ( Rp )
A. BAHAN BANGUNAN
1 Pasir Urug m3 94,490.00
2 Pasir Pasang m3 116,820.00
3 Pasir Cor m3 191,300.00
4 Tanah Urug m3 100,430.00
5 Tanah Urug Taman m3 93,500.00
6 Gebalan Rumput m2 38,500.00
7 Batu Belah 15/20 m3 133,210.00
8 Batu pecah mesin 1/2 m3 202,180.00
9 Batu pecah mesin 1/1 m3 205,260.00
10 Batu pecah mesin 0.5 - 1 m3 186,780.00
11 Batu pecah mesin 2/3 m3 196,020.00
12 Batu pecah lokal 10/15 m3 148,394.40
13 Batu pecah lokal 5/7 m3 152,200.00
14 Batu pecah lokal 3/5 m3 155,980.00
15 Batu pecah lokal 2/3 m3 162,140.00
16 Batu pecah lokal 1/2 m3 162,140.00
17 Batu pecah lokal 1/1 m3 186,780.00
18 Batu pecah lokal 0.5/1 m3 186,780.00
19 Grasak m3 145,255.00
20 Sirtu klas C m3 100,430.00
21 Bata Merah bj 341.00
22 Bataco bh 3,465.00
23 Portland Cement (PC) 40 Kg kg 1,053.00
24 Portland Cement (PC) 50 Kg kg 1,053.00
25 Portland Cement (PC) Putih kg 1,870.00
26 Semen Warna kg 1,870.00
27 Kapur Gamping Ton 563,200.00
28 Kapur Pasang ( 7 kg ) / 7 kg 13,200.00
29 Semen Merah m3 115,500.00
30 Besi Beton Polos kg 9,840.00
31 Besi beton diameter 16 mm, 12 m ljr 126,000.00
32 Besi beton diameter 12 mm, 12 m ljr 90,000.00
33 Besi beton diameter 10 mm, 12 m ljr 63,000.00
34 Besi beton diameter 8 mm, 12 m ljr 33,600.00
35 Besi beton diameter 6 mm, 12 m ljr 27,000.00
36 Besi beton diameter 5 mm, 12 m ljr 18,000.00
37 Besi Beton Ulir kg 8,360.00
38 Baja Profil WF & Kanal kg 10,860.00
39 Baja siku L kg 10,230.00
40 Baja C kg 10,230.00
41 Besi pengikat konstruksi / kuda2 kayu kg 10,230.00
42 Baja Plat simpul ,Trekstang,baut kg 12,495.00
43 Elektroda kg 52,800.00
44 Kawat Beton ( bendrat ) kg 10,200.00
45 Besi Beugel/dook, angker kg 12,660.00
46 Tralis Besi Siku / Plat kg 10,655.00
No. JENIS BAHAN Sat. Harga ( Rp )
47 Besi Strip m' 9,275.00
48 Besi plat ( 4 x 8 ) tebal 2 mm Kg 11,400.00
49 bj 35,000.00
50 bj 39,050.00
51 bj 45,100.00
52 bj 63,250.00
53 Bh 99,600.00
54 Buis beton U 15 cm Bh 18,000.00
55 Buis Beton U 20 Cm Bh 20,350.00
56 Buis Beton U 30 Cm Bh 23,650.00
57 Buis beton U 40 cm Bh 30,000.00
58 Buis beton U 50 cm Bh 45,000.00
59 Minyak Cat ( B ) ltr 7,425.00
60 Minyak pelumas begisting ltr 2,750.00
61 Cat Meni Kayu kg 16,750.00
62 Cat Meni Besi kg 16,750.00
63 Cat Kayu / cat besi kg 51,150.00
64 Cat Dinding kg 12,815.00
65 Cat Weathersield Ltr 107,250.00
66 Waterproofing Ltr 132,000.00
67 Plamir Dinding kg 5,225.00
68 Plamir Kayu kg 14,850.00
69 Wood filler kg 19,250.00
70 Sending Ltr 27,500.00
71 Melamin Ltr 33,000.00
72 Pewarna Ltr 44,000.00
73 Tinner Ltr 9,350.00
74 Vernis Ltr 31,800.00
75 Dempul Kg 15,600.00
76 Minyak cat / Afduner Ltr 10,200.00
77 Kertas Gosok lbr 3,300.00
78 Spiritus ltr 12,980.00
79 Soda Api kg 13,750.00
80 Kuas bh 8,250.00
81 Cerelak kg 13,320.00
82 Politur ltr 30,500.00
83 Teak Oil ltr 42,500.00
84 Teer/Residu ltr 18,550.00
85 Kaca Bening 3 mm m2 51,700.00
86 Kaca Bening 5 mm m2 68,750.00
87 Kaca bening tebal 8 mm m2 108,000.00
88 Kaca Rayband 5 mm m2 81,400.00
89 Nako daun 22,000.00
90 Glassblock bj 19,250.00
91 Kayu Meranti Papan sgl ukuran m3 3,322,000.00
92 Kayu Bengkirai Papan sgl ukuran m3 6,325,000.00
93 Kayu Kamper Papan sgl ukuran m3 7,315,000.00
94 Kayu Meranti Balok sgl ukuran m3 3,212,000.00
95 Kayu Bengkirai Balok sgl ukuran m3 6,105,000.00
96 Kayu Kamper Balok sgl ukuran m3 7,205,000.00
97 Kayu Kruing Balok sgl ukuran m3 3,828,000.00
98 Kayu Papan Tahun m3 2,585,000.00
99 Kayu Tahun (Bekesting) m3 2,660,000.00
100 Kayu List 1-5 Cm (Kamper) m' 5,500.00
101 Kayu Jati Balok Bojonegoro m3 19,250,000.00
102 Kayu Jati Papan Bojonegoro m3 20,350,000.00
103 Kayu Jati Balok Lokal Malang m3 11,110,000.00
104 Kayu Jati Papan Lokal Malang m3 12,650,000.00
105 Asbes Datar 1x1 lbr 7,700.00
106 Asbes datar tebal 4 mm (40x200) Lbr 10,800.00
107 Asbes datar tebal 5 mm (50x200) Lbr 13,200.00
Buis Beton f 15 CmBuis Beton f 20 CmBuis Beton f 30 CmBuis Beton f 40 CmBuis Beton f 50 Cm
No. JENIS BAHAN Sat. Harga ( Rp )
108 Asbes datar tebal 6 mm (60x200) Lbr 14,400.00
109 Plat asbes tebal 4 mm ( 1.00 x 1.00 ) Lbr 20,400.00
110 Plat asbes tebal 5 mm ( 1.00 x 1.00 ) Lbr 21,600.00
111 Harplek (0.6x2.00) lbr 12,760.00
112 Triplek (90x210) 3 mm lbr 51,150.00
113 Triplek (90x210) 4 mm lbr 59,400.00
114 Triplek (120x240) 4 mm lbr 69,025.00
115 Triplek (120x240) 3 mm lbr 57,750.00
116 Multiplek (120x240) 6 mm lbr 65,450.00
117 Multiplek (120x240) 9 mm lbr 107,250.00
118 Multiplek (120x240) 12 mm lbr 136,400.00
119 Multiplek (120x240) 18 mm lbr 185,900.00
120 Plywood 9 mm (1.22 x 2.44) Lbr 106,700.00
121 Plywood 4 mm (1.22 x 2.44) Lbr 44,000.00
122 Formika lbr 136,070.00
123 Ubin PC Abu-abu (20x20) m2 25,300.00
124 Ubin PC Abu-abu (30x30) m2 44,000.00
125 Ubin PC Warna (20x20) m2 29,150.00
126 Ubin PC Warna (30x30) m2 45,100.00
127 Keramik 10 x 20 m2 51,700.00
128 Keramik 15 x 15 m2 51,700.00
129 Keramik 15 x 20 m2 51,700.00
130 Keramik 20 x 20 m2 51,700.00
131 Keramik 25 x 30 m2 51,700.00
132 Keramik (30x30) Polos m2 50,530.00
133 Keramik (30x30) Motif m2 94,600.00
134 Keramik Dinding ( 20x20 Cm, 20x25 Cm ) m2 51,700.00
135 Plint Keramik 10/20,10/30 m' 45,650.00
136 Plint Keramik artistik 5/20 m' 45,650.00
137 Ubin Wafel (20x20) bh 1,320.00
138 Asbes Gelombang Kecil (305x105) lbr 63,250.00
139 Asbes Gelombang Besar (240x105) lbr 86,350.00
140 Seng Gelombang (300x90) BJLS 30 lbr 77,000.00
141 Seng gelombang BWG 30 / Roll ( 50 M x 90 CM ) Roll 1,920,000.00
142 Seng Plat BJLS 30 Ukuran 40 cm m' 20,350.00
143 Seng Plat BJLS 30 Ukuran 50 cm m' 22,660.00
144 Seng Plat BJLS 30 Ukuran 60 cm m' 24,750.00
145 Seng Plat BJLS 30 Ukuran 70 cm m' 27,500.00
146 Seng Plat BJLS 30 Ukuran 90 cm m' 29,150.00
147 Teakwood (120x240x4) lbr 86,200.00
148 Teakwood (110x210x4) lbr 75,350.00
149 Gypsum Board ( 120 x 240 ) 9 mm lbr 107,250.00
150 Gypsum 8 mm m2 24,200.00
151 Gypsum 6 mm m2 20,350.00
152 List Gypsum m' 17,600.00
153 Lem Kayu kg 9,625.00
154 Paku balok / papan kg 10,175.00
155 Paku pancing Bh 770.00
156 Paku eternit/paku payung Kg 17,600.00
157 Paku Reng Kg 10,800.00
158 Engsel Pintu ukuran 12 Cm Bj 10,450.00
159 Engsel pintu Stel 31,200.00
160 Engsel ARCH pintu Bj 32,750.00
161 Engsel Jendela ukuran 6 Cm Stel 17,250.00
162 Engsel jendela Stel 16,800.00
163 Engsel geser jendela & pengunci Set 220,000.00
164 Engsel H Stel 9,600.00
165 Engsel kuningan ARCH asli Stel 33,000.00
166 Engsel angin Stel 10,200.00
167 Kunci tanam biasa Bh 63,250.00
168 Kunci tanam antik Bh 316,250.00
No. JENIS BAHAN Sat. Harga ( Rp )
169 Kunci tanam WC / KM Bh 41,250.00
170 Kunci selot Bh 93,000.00
171 Kunci tanam ( 808 ) Bh 9,000.00
172 Kunci silinder Bh 43,200.00
173 Slot besar Stel 154,000.00
174 Grendel Pintu Bj 9,550.00
175 Grendel Jendela Bj 6,550.00
176 Hak Angin Sikutan Bj 10,750.00
177 Hak Angin Kait Bj 5,950.00
178 Spinh knip Bh 7,200.00
179 Door stop Bh 13,800.00
180 Pegangan pintu Bh 8,400.00
181 Kran Air diameter 1/2" Bj 18,150.00
182 Kran Air diameter 3/4" Bj 31,100.00
183 Stop kran 1/2" Bj 27,500.00
184 Pipa PVC Klas S 12.5 diameter 5/8" m' 1,705.00
185 Pipa PVC Klas S 12.5 diameter 1/2" ( 20 mm ) m' 2,630.00
186 Pipa PVC Klas S 12.5 diameter 3/4" ( 25 mm ) m' 4,265.00
187 Pipa PVC Klas S 12.5 diameter 1" ( 32 mm ) m' 4,770.00
188 Pipa PVC Klas S 12.5 diameter 1 1/4" ( 40 mm ) m' 9,050.00
189 Pipa PVC Klas S 12.5 diameter 1 1/2" ( 50 mm ) m' 9,700.00
190 Pipa PVC Klas S 12.5 diameter 2" ( 63 mm ) m' 15,950.00
191 Pipa PVC Klas S 12.5 diameter 2 1/2" ( 75 mm ) m' 22,540.00
192 Pipa PVC Klas S 12.5 diameter 3" ( 90 mm ) m' 31,375.00
193 Pipa PVC Klas S 12.5 diameter 4" ( 110 mm ) m' 45,815.00
194 Besi pipa galvanis kg 10,230.00
195 Pipa Air GI ( Med BSA ) diameter 1/2" m' 16,830.00
196 Pipa Air GI ( Med BSA ) diameter 3/4" m' 24,235.00
197 Pipa Air GI ( Med BSA ) diameter 1" m' 29,650.00
198 Pipa Air GI ( Med BSA ) diameter 1 1/4" m' 37,745.00
199 Pipa Air GI ( Med BSA ) diameter 1 1/2" m' 40,390.00
200 Pipa Air GI ( Med BSA ) diameter 2" m' 54,220.00
201 Pipa Air GI ( Med BSA ) diameter 2 1/2" m' 73,285.00
202 Pipa Air GI ( Med BSA ) diameter 3" m' 80,780.00
203 Pipa Air GI ( Med BSA ) diameter 4" m' 118,535.00
204 Keni PVC 1/2 " Bh 1,320.00
205 Keni PVC 3/4 " Bh 1,920.00
206 Keni PVC 2 " Bh 4,320.00
207 Keni PVC 3 " Bh 6,420.00
208 Keni PVC 4 " Bh 10,920.00
209 Keni PVC 5 " Bh 15,120.00
210 Klem PVC Bh 3,720.00
211 Sakelar bj 19,650.00
212 Stop kontak bj 19,650.00
213 Lampu TL 1 x 20 bh 71,500.00
214 Lampu TL 2 x 20, lengkap reflektor bh 88,000.00
215 Lampu TL 1x 40, lengkap reflektor bh 104,500.00
216 Lampu pijar 10 watt + Fitting bh 13,750.00
217 Lampu pijar 40 watt + Fitting bh 23,650.00
218 Lampu Pijar 15 Watt bj 10,450.00
219 Lampu TL 1x20 Watt+fitting bj 49,500.00
220 Lampu TL 1x40 Watt+fitting bj 62,150.00
221 Fitting Lampu pijar bj 10,450.00
222 Zekring bulat lengkap bh 6,600.00
223 Zekering SPA 60 Amp Bh 81,000.00
224 Sekering Kas 1 Group MCB Unit 52,250.00
225 Sekering Kas 2 Group MCB Unit 67,650.00
226 Sekering Kas 3 Group MCB Unit 100,650.00
227 Kotak zekering MCB bh 55,000.00
228 Kabel NGA 500 Volt 1x2.5 mm m' 2,585.00
229 Kabel NYY 2x2.5 mm m' 9,856.00
No. JENIS BAHAN Sat. Harga ( Rp )
230 Kawat Harmonika m2 18,425.00
231 Kawat Kasa harmonika m2 68,475.00
232 Beton Roster/Kerawang bh 3,850.00
233 Roster bata bh 8,250.00
234 Genteng Lokal Vlam bj 467.50
235 Genteng Lokal model Karangpilang (kodok) bj 1,127.50
236 Genting keramik glazur bj 9,542.50
237 Bubungan Genting keramik bj 14,602.50
238 Bubungan lokal model karangpilang bj 6,352.50
239 Bubungan Asbes Gelombang Kecil bj 25,052.50
240 Bubungan Asbes Gelombang Besar bj 28,325.00
241 Genteng Karangpilang ( Bambe ) bj 2,832.50
242 Bubungan Karangpilang ( Bambe ) bj 9,470.00
243 Bubungan genting Vlam pres bj 4,015.00
244 Genteng beton bj 7,100.00
245 Bubungan genteng beton bj 10,500.00
246 Urinoir bh 1,523,500.00
247 Kloset Jongkok Porselen bh 115,925.00
248 Closet jongkok teraso Bh 45,000.00
249 Kloset Duduk bh 2,183,500.00
250 Wastafel bh 228,250.00
251 Bak Mandi Fiberglas bh 255,750.00
252 Floor drain bh 21,825.00
253 Avoer bh 9,075.00
254 Pipa / slang spiral saluran kran Set 32,400.00
255 Bak teraso Bh 93,600.00
256 Bak cuci stainlies steel Bh 213,000.00
257 Bak cuci teraso Bh 153,000.00
258 Water drain + Accessories Bh 48,000.00
259 Seal tape (TBA) bh 1,375.00
260 Isolator bh 715.00
261 Las doof bh 715.00
262 T dos PVC bh 6,050.00
263 Paving Stone 6 cm K300 m2 44,000.00
264 Paving Stone 8 cm K300 m2 47,685.00
265 Kansteen 60 cm bh 28,600.00
266 Kansteen 40 cm bh 16,500.00
267 Pagar profil m2 550,000.00
268 Pagar BRC m2 195,250.00
269 Pintu aluminium m2 258,500.00
270 Daun pintu PVC & kusen untuk KM/WC unit 632,500.00
271 Pintu besi baja m2 528,000.00
272 Jendela besi m2 473,000.00
273 Door Closer bh 268,400.00
274 Baut kait baja bh 946.00
275 Baut bh 1,650.00
276 Klem bh 1,320.00
277 Roofligt Fiberglass m2 36,850.00
278 Polycarbonat m2 130,600.00
279 Pagar BRC Uk.2400 x 900 galvanize unit 181,500.00
280 Pagar BRC Uk.2400 x 1200 galvanize unit 213,400.00
281 Pagar BRC Uk.2400 x 1500 galvanize unit 259,077.50
282 Pagar BRC Uk.2400 x 1750 galvanize unit 324,665.00
283 Pagar BRC Uk.2400 x 1900 galvanize unit 352,000.00
284 Pintu Swing Tunggal Uk. 1000 x 1000 galvanize unit 312,400.00
285 Pintu Swing Tunggal Uk. 1000 x 1200 galvanize unit 352,000.00
286 Pintu Swing Tunggal Uk. 1000 x 1500 galvanize unit 475,750.00
287 Pintu Swing Ganda Uk. 2500 x 1200 galvanize unit 748,000.00
288 Pintu Swing Ganda Uk. 2500 x 1500 galvanize unit 809,875.00
289 Pintu Swing Ganda Uk. 3000 x 1200 galvanize unit 933,625.00
290 Pintu Swing Ganda Uk. 3000 x 1500 galvanize unit 1,057,375.00
No. JENIS BAHAN Sat. Harga ( Rp )
291 Pintu Dorong Uk. 3000 x 1200 galvanize unit 1,304,875.00
292 Pintu Dorong Uk. 3000 x 1500 galvanize unit 1,490,500.00
293 btg 59,345.00
294 btg 76,890.00
295 btg 83,462.50
296 btg 89,650.00
297 btg 102,025.00
298 btg 111,925.00
299 btg 70,468.20
300 btg 83,462.50
301 btg 98,312.50
302 btg 110,687.50
303 btg 126,775.00
304 btg 139,150.00
305 Batu alam bobos/palimanan/klinker m2 88,000.00
306 Profil Aluminium 4" m' 64,350.00
307 Karet kusen aluminium m' 3,575.00
308 Slimar Aluminium m' 41,250.00
309 Kawat duri pagar m' 7,700.00
310 Dolken kayu gelam btg 9,075.00
311 Gedeg gulung m2 30,745.00
312 Bambu ljr 20,680.00
313 Tekblock m2 82,500.00
314 Fabr kons rangka atap baja Zincalume m2 264,000.00
315 Fabr kons rangka plafond baja Zincalume m2 74,250.00
316 Seng fumira m2 74,250.00
317 Aspal beton kg 6,344.80
318 Aspal curah kg 5,203.00
319 Kayu bakar m3 123,200.00
320 Minyak tanah Ltr 3,080.00
321 Fotocell ( sensor ) + Kontaktor unit 550,000.00
322 Calciplank 0.1 x 2.4 m m' 30,000.00
323 Calciplank 0.2 x 2.4 m m' 45,000.00
324 Calciplank 0.3 x 2.4 m m' 66,000.00
B. TANAMAN LAIN - LAIN
1 Cemara Udang Besar (tinggi 3 m) btg 2,117,500.00
2 Cemara Udang Tanggung Tinggi 2.5 m) btg 1,512,500.00
3 Cemara Udang Kecil (tinggi 2 m) btg 907,500.00
4 Cabe Puya btg 181,500.00
5 Tumbak Rojo btg 199,650.00
6 Sikat Botol btg 18,150.00
7 Rumput Gajah Mini m2 36,300.00
8 Rogo Ino btg 1,210.00
9 Yuliana btg 3,630.00
10 Palm Washington btg 24,200.00
11 Song of India btg 36,300.00
12 Tri Colour btg 12,100.00
13 Lotus btg 60,500.00
14 Sambang Dara btg 24,200.00
15 Aralea btg 24,200.00
16 Kacang - kacangan polybag 1,815.00
17 Bakung polybag 2,178.00
18 Kucir polybag 2,178.00
19 Kana polybag 2,178.00
20 Glodok Liar (tinggi 1.5 m) btg 79,860.00
21 Blue Fanta btg 12,100.00
22 Sawo Kecik btg 90,750.00
23 Nanas Warna polybag 8,470.00
24 Mahkota Duri polybag 3,025.00
Tiang penghubung Uk. f 1.5" x 1200Tiang penghubung Uk. f 1.5" x 1500Tiang penghubung Uk. f 1.5" x 1800Tiang penghubung Uk. f 1.5" x 2000Tiang penghubung Uk. f 1.5" x 2250Tiang penghubung Uk. f 1.5" x 2400Tiang penghubung Uk. f 2.0" x 1200Tiang penghubung Uk. f 2.0" x 1500Tiang penghubung Uk. f 2.0" x 1800Tiang penghubung Uk. f 2.0" x 2000Tiang penghubung Uk. f 2.0" x 2250Tiang penghubung Uk. f 2.0" x 2400
No. JENIS BAHAN Sat. Harga ( Rp )
25 Jet Eropa polybag 3,025.00
26 Chana Bangkok polybag 2,420.00
27 Rumput Swiss m2 12,100.00
28 Rumput Jipang m2 11,000.00
29 Telo-Teloan polybag 1,210.00
30 Pandanus polybag 1,980.00
31 Zanzivera polybag 3,300.00
32 Ruweliah Tegak polybag 2,475.00
33 Ruweliah Roboh polybag 1,650.00
34 Andang Merah polybag 4,400.00
C. UPAH TENAGA KERJA
1 Mandor Org/Hr 40,000.00
2 Kepala Tukang Kayu Org/Hr 37,500.00
3 Tukang Kayu Org/Hr 35,000.00
4 Kepala Tukang Batu Org/Hr 37,500.00
5 Tukang Batu Org/Hr 35,000.00
6 Kepala Tukang Cat Org/Hr 37,500.00
7 Tukang Cat Org/Hr 35,000.00
8 Kepala Tukang Listrik Org/Hr 37,500.00
9 Tukang Listrik Org/Hr 35,000.00
10 Kepala Tukang Pipa Org/Hr 37,500.00
11 Tukang Pipa Org/Hr 35,000.00
12 Kepala Tukang Besi Org/Hr 37,500.00
13 Tukang Besi Org/Hr 35,000.00
14 Pekerja Org/Hr 30,000.00
15 Penjaga Malam Org/Hr 30,000.00
16 Tukang Plitur Org/Hr 35,000.00
17 Instalatir Listrik Org/Hr 35,000.00
18 Pembantu tukang batu Org/Hr 30,000.00
19 Pembantu tukang kayu Org/Hr 30,000.00
20 Pembantu tukang besi Org/Hr 30,000.00
21 Pembantu tukang cat Org/Hr 30,000.00
22 Pembantu tukang listrik Org/Hr 30,000.00
23 Pembantu tukang pipa Org/Hr 30,000.00
24 Masinis Org/Hr 40,000.00
25 Pembantu masinis Org/Hr 35,000.00
26 Mekanik Org/Hr 40,000.00
27 Pembantu mekanik Org/Hr 35,000.00
28 Operator Org/Hr 35,000.00
29 Pengemudi / supir Org/Hr 40,000.00
30 Tukang tanam Org/Hr 35,000.00
31 Penjaga Api Org/Hr 35,000.00
D. SEWA ALAT
1 Sewa Pengaduk Beton 0,50 m3 ( min 3 jam ) per jam 100,000.00
2 Sewa Pump Water ( min 3 jam ) per jam 35,000.00
3 Sewa Vibarator Roller ( min 5 jam ) per jam 35,000.00
4 Sewa Alat Bantu ( set / 3 alat ) per jam 50,000.00
5 Sewa Dump Truck per jam 97,500.00
6 Sewa Escavator per jam 150,000.00
7 Alat bantu per jam 44,800.00
* Harga sudah termasuk PPnKETERANGAN :
= Tambahan Item Baru= Perubahan Harga
Pasuruan, 5 Nopember 2007
No. JENIS BAHAN Sat. Harga ( Rp )
KEPALA DINAS CIPTA KARYAKABUPATEN PASURUAN
Ir. BAMBANG ABIMANYUPembina Utama Muda
NIP. 510 110 977
REKAPITULASI RENCANA ANGGARAN BIAYA
PekerjaanLokasi
Tahun Anggaran
NO URAIAN PEKERJAAN JUMLAH HARGA
A SUB PEKERJAAN :
I PEKERJAAN PERSIAPAN Rp. 0.00
II PEKERJAAN TANAH Rp. 23,500.00
III PEKERJAAN PONDASI Rp. 0.00
IV PEKERJAAN BETON Rp. 1,112,236.75
V PEKERJAAN PASANGAN & PLESTERAN Rp. 326,247.15
VI PEKERJAAN KUSEN, DAUN PINTU & JENDELA Rp. 6,544,800.00
VII PEKERJAAN RANGKA ATAP & PENUTUP ATAP Rp. 0.00
VIII PEKERJAAN LANGIT-LANGIT Rp. 1,666,309.50
IX PEKERJAAN CAT Rp. 20,956,032.30
X PEKERJAAN LISTRIK Rp. 0.00
XI PEKERJAAN SANITASI Rp. 619,526.25
XII PEKERJAAN KUNCI & PENGGANTUNG Rp. 6,376,617.50
XIII PEKERJAAN PENUTUP (PAS. KERAMIK) Rp. 1,178,925.00
PEKERJAAN BESI 17,304,226.00
SUB TOTAL Rp. 56,108,420.45
B SUB PEKERJAAN:
SUB TOTAL Rp.
C PERENCANAAN & PENGAWASAN Rp. 7,000,000.00D ADMINISTRASI Rp. 2,500,000.00
Rp 65,608,420.45
Rp 65,608,000.00
TERBILANG: ………..
………..,…………2006Mengetahui/menyetujuiKetua Tim Rehabilitasi Gedung SekolahSDN/MI …. Perencana,
stempel sekolah + tanda tangan
Nama terang Nama terang
NIP.
Petunjuk pengisian:1. File RAB-SD/MI ini untuk rehabilitasi Sekolah Dasar dan Madrasah Ibtidaiyah2. File ini terdiri dari beberapa worksheet, al:
PANDUAN, berisiPetunjuk pengisian
HARGA BAHAN, berisi:Daftar harga bahan dan upah yang diisi berdasarkan harga setempat.Harga bahan sudah termasuk PPN sebesar 10%
RAB, berisi:Hasil perhitungan volume pekerjaan dan harga satuan pekerjaan
REKAPITULASI, berisi:Hasil penjumlahan masing-masing pekerjaanUntuk sub pekerjaan dapat ditambahkan sesuai dengan kebutuhan, misalnya:- A. SUB PEKERJAAN: R.TEORI- B. SUB PEKERJAAN: R. PERPUSTAKAAN- C. SUB PEKERJAAN: KM/WC- D. SUB PEKERJAAN: PAGAR SEKOLAH
Analisa harga satuan pekerjaan, terdiri dari 14 worksheet1 PEKERJAAN PERSIAPAN2 PEKERJAAN TANAH3 PEKERJAAN BATA4 PEKERJAAN PONDASI5 PEKERJAAN KAYU6 PEKERJAAN ATAP7 PEKERJAAN PLESTERAN8 PEKERJAAN LANGIT-LANGIT9 PEKERJAAN SANITASI
10 PEKERJAAN BESI11 PEKERJAAN KUNCI DAN KACA12 PEKERJAAN BETON13 PEKERJAAN PENUTUP14 PEKERJAAN PENGECATAN
3. Pekerjaan diisi dengan nama pekerjaan, misalnya REHABILITASI GEDUNG SDN TEGAL GONDO, KAB. MALANGSub pekerjaan diisi dengan nama sub pekerjaan, misalnya REHABILITASI R. TEORILokasi, diisi dengan alamat sekolah
Panduan penggunaan:1. Tentukan metode konstruksi & bahan konstruksi2. Masuk worksheet RAB3. Pilih item pekerjaan yang sesuai4. Item yang tidak sesuai hapus dalam satu baris (row)5. Apabila ada item pekerjaan yang belum ada
Tambahkan dengan menyisipkan baris (row) terlebih dahulu baru masukkan item yang diperlukan6. Item tambahan sesuaikan dengan analisa SNI 7. Masuk worksheet HARGA BAHAN8. Masukkan harga bahan pada worksheet harga bahan9. Item bahan yang tidak sesuai hapus dalam satu baris (row)10. Masuk worksheet REKAPITULASI11. Pilih item pekerjaan yang sesuai12. Item pekerjaan yang tidak sesuai hapus dalam satu baris (row)
Pencetakan/print1 Pencetakan dapat dilakukan apabila semua item pekerjaan pada worksheet RAB, Rekapitulasi, dan Harga bahan sudah sesuai dan benar
2 Cetak/print worksheet RAB, Rekapitulasi, dan harga bahan secara langsung.3 Khusus cetak/print analisa harga satuan:
1. Pindah setiap analisa harga satuan pekerjaan yang terpakai kedalam worksheet CETAK, dengan cara:- copy cell analisa harga satuan dari item pekerjaan yang terpakai pada worksheet-worksheet analisa harga satuan pekerjaan- pada worksheet CETAK, pilih paste spesial pilihan value and number formats- atur tampilan dan format cell
2. Cetak/print analisa harga satuan pada worksheet CETAK
Catatan:1 Untuk semua pekerjaan yang menggunakan bahan baku kayu harap disesuaikan antara jenis kayu, analisa dan RAB2 Pekerjaan Kusen
Sesuaikan RAB dengan analisa terkait dengan pemilihan jenis kayu3 Pekerjaan Atap
Sesuaikan RAB dengan analisa terkait dengan pemilihan jenis kayuSesuaikan RAB dengan analisa terkait dengan pemilihan jenis penutup atap
4 Pekerjaan langit-langitSesuaikan RAB dengan analisa terkait dengan pemilihan jenis kayuSesuaikan RAB dengan analisa terkait dengan pemilihan jenis penutup langit-langit
5 Penghapusan atau penambahan item harus dalam satu baris (row) agar tidak terjadi kesalahan formula
Pekerjaan diisi dengan nama pekerjaan, misalnya REHABILITASI GEDUNG SDN TEGAL GONDO, KAB. MALANG
Tambahkan dengan menyisipkan baris (row) terlebih dahulu baru masukkan item yang diperlukan
Pencetakan dapat dilakukan apabila semua item pekerjaan pada worksheet RAB, Rekapitulasi, dan Harga bahan sudah sesuai dan benar
Pindah setiap analisa harga satuan pekerjaan yang terpakai kedalam worksheet CETAK, dengan cara:- copy cell analisa harga satuan dari item pekerjaan yang terpakai pada worksheet-worksheet analisa harga satuan pekerjaan
Untuk semua pekerjaan yang menggunakan bahan baku kayu harap disesuaikan antara jenis kayu, analisa dan RAB
Penghapusan atau penambahan item harus dalam satu baris (row) agar tidak terjadi kesalahan formula
PEMERINTAH KABUPATEN PASURUANDINAS CIPTA KARYA
DAFTAR HARGA SATUAN PEKERJAAN
Lokasi : WILAYAH III
Tahun Anggaran : 2008
NO. URAIAN PEKERJAAN SAT.
I. PEKERJAAN PERSIAPAN
1 Pengukuran dan pemasangan bouwplank m'2 Membersihkan lapangan dan perataan m23 Bongkaran Beton Bertulang m34 Bongkaran Dinding Tembok Batu Merah m3
II. PEKERJAAN TANAH
1 Galian tanah biasa m32 Galian tanah biasa sedalam 2 meter m33 Galian tanah keras m34 Galian tanah lumpur m35 Pekerjaan Stripping tebing Setinggi 1 meter m36 Pembuangan Tanah Sejauh 150 Meter m37 Urugan kembali m38 Pemadatan Tanah m39 Urugan pasir m310 Urugan sirtu m311 Cut & Fill m312 Mengurug Sirtu padat untuk peninggian lantai bangunan m3
III. PEKERJAAN PASANGAN PONDASI
1 Pasang pondasi batu belah, 1 Pc : 4 Ps m32 Pasang pondasi batu belah, 1 Pc : 5 Ps m33 Pasang pondasi batu kali, 1 Pc : 6 Ps m34 Pasang pondasi batu kosong / Aanstampeng m3
IV. PEKERJAAN PASANGAN BATA / DINDING
1 Pasangan bata merah tebal 1 bata, 1 Pc : 3 Ps m22 Pasangan bata merah tebal 1 bata, 1 Pc : 4 Ps m23 Pasangan bata merah tebal 1 bata, 1 Pc : 5 Ps m24 Pasangan bata merah tebal 1 bata, 1 Pc : 6 Ps m25 Pasangan bata merah tebal ½ bata, 1 Pc : 3 Ps m26 Pasangan bata merah tebal ½ bata, 1 Pc : 4 Ps m27 Pasangan bata merah tebal ½ bata, 1 Pc : 5 Ps m28 Pasangan bata merah tebal ½ bata, 1 Pc : 6 Ps m29 Pasangan dinding bataco 1 Pc : 3 Ps m210 Pasangan dinding roster / terawang (12 x 11 x 24) cm, campuran spesi 1PC:3PP m211 Pasangan Batu Alam ( Bobos, Palimanan, Klinker,Candi ) m2
V. PEKERJAAN BETON
1 Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr m32 Membuat beton 1 Pc : 2 Ps : 3 Kr m33 Pembesian dengan besi polos atau besi ulir kg4 Memasang per 1 kg jaring kawat baja / wire mesh kg5 Pasang bekisting untuk pondasi m26 Pasang bekisting untuk sloof m27 Pasang bekisting untuk kolom m28 Pasang bekisting untuk balok m29 Pasang bekisting untuk Plat lantai / dag m210 Pasang bekisting untuk tangga m211 Pasang bekisting untuk Dinding m212 Pasang bekisting untuk List plank m213 PASANGAN BETON MUTU K 225 m3
NO. URAIAN PEKERJAAN SAT.
14 PASANGAN BETON MUTU K 300 m315 A. REKAPITULASI BETON NON STRUKTUR
16 Membuat pondasi beton bertulang + bekesting = 150 Kg m317 Membuat sloof beton bertulang+ bekesting = 200 kg m318 Membuat kolom beton bertulang+ bekesting = 300 kg m319 Membuat kolom beton bertulang+ bekesting = 150 kg m320 Membuat balok beton bertulang+bekesting = 200 kg m321 Membuat dinding beton bertulang+bekesting = 150 kg m322 Membuat dinding beton bertulang+bekesting = 200 kg m323 Membuat kolom praktis beton bertulang (11 x 11) cm m'24 Membuat ring balok beton bertulang (10 x 15) cm m'25 B. REKAPITULASI BETON STRUKTUR
26 1. BETON MUTU K 225
27 1 M3 BETON SLOOF 30/40 m328 1 M3 BETON SLOOF 20/30 m329 1 M3 BETON SLOOF 15/20 m330 1 M3 BETON SLOOF 15/30 m331 1 M3 BETON POER m332 1 M3 BETON STRAUS m333 1 M3 BETON KOLOM 20/20 m334 1 M3 BETON KOLOM 30/30 m335 1 M3 BETON KOLOM 25/30 m336 1 M3 BETON KOLOM 40/40 m337 1 M3 BETON BALOK 20/30 m338 1 M3 BETON BALOK 30/40 m339 1 M3 BETON BALOK 30/50 m340 1 M3 BETON BALOK 20/40 m341 1 M3 BETON LISTPLANK m342 1 M3 BETON DINDING m343 1 M3 BETON PLAT LANTAI m34445 2. BETON MUTU K 30046 1 M3 BETON SLOOF 30/40 m347 1 M3 BETON SLOOF 20/30 m348 1 M3 BETON SLOOF 15/20 m349 1 M3 BETON SLOOF 15/30 m350 1 M3 BETON POER m351 1 M3 BETON STRAUS m352 1 M3 BETON KOLOM 20/20 m353 1 M3 BETON KOLOM 30/30 m354 1 M3 BETON KOLOM 25/30 m355 1 M3 BETON KOLOM 40/40 m356 1 M3 BETON BALOK 20/30 m357 1 M3 BETON BALOK 30/40 m358 1 M3 BETON BALOK 30/50 m359 1 M3 BETON BALOK 20/40 m360 1 M3 BETON LISTPLANK m361 1 M3 BETON DINDING m362 1 M3 BETON PLAT LANTAI m363 Pasang pagar beton pracetak ( 5 x 50 x 213 ) cm m'
VI. PEKERJAAN PLESTERAN
1 Plesteran 1 Pc : 3 Ps, tebal 15 mm m22 Plesteran 1 Pc : 5 Ps, tebal 15 mm m23 Plesteran 1 Pc : 6 Ps, tebal 15 mm m24 Plesteran Ciprat/Ampyangan 1 Pc : 2 Ps m25 Plesteran Setrikan Adukan 1 Pc : 2 Ps m26 Benangan dan Kol-kolan m'7 Memasang Acian m2
VII. PEKERJAAN KAYU
1 Membuat dan memasang 1 m³ kusen pintu dan kusen jendela kayu jati m32 Membuat dan memasang 1 m³ kusen pintu dan kusen jendela kayu kamper m33 Membuat dan memasang 1 m³ kusen pintu dan kusen jendela kayu meranti m34 Membuat dan memasang 1 m² daun pintu panel kayu jati m25 Membuat dan memasang 1 m² daun pintu panel kayu kamper m26 Membuat dan memasang 1 m² pintu dan jendela kaca, kayu jati m27 Membuat dan memasang 1 m² pintu dan jendela kaca, kayu kamper m28 Membuat dan memasang 1 m² pintu dan jendela kaca, kayu meranti m29 Pasang daun pintu plywood rangkap, rangka tertutup kayu kamper m2
NO. URAIAN PEKERJAAN SAT.
10 Pasang daun pintu plywood rangkap, rangka tertutup kayu meranti m211 Pasang daun pintu plywood rangkap, rangka ekspose kayu kamper m212 Pasang jalusi mati kayu kamper m213 Memasang 1 m2 Teakwood rangkap, rangka kayu kamper m214 Pasang pintu teakwood rangkap, rangka kayu kamper m215 Pasang pintu teakwood & formika, rangka kayu kamper m216 Memasang 1 m3 konstruksi kuda - kuda konvensional, bentang 6 m, kayu kamper m317 Memasang 1 m3 konstruksi kuda - kuda konvensional, bentang 6 m, kayu meranti m318 Memasang 1 m³ konstruksi kuda-kuda expose, kayu Jati m319 Memasang 1 m³ konstruksi kuda-kuda expose, kayu kamper m320 Pasang konstruksi kuda-kuda kayu meranti m321 Pasang konstruksi kuda-kuda, kayu kruing m322 Memasang 1 m³ konstruksi gording, kayu Kamper m323 Memasang 1 m² rangka atap genteng keramik, ( kayu kruing ) m224 Memasang 1 m² rangka atap genteng beton ( kayu kruing ) m225 Pasang kaso + reng genteng kodok kayu kamper m226 Pasang kaso + reng genteng kodok kayu meranti m227 Pasang kaso + reng genteng kodok kayu Kruing m228 Pasang kaso + reng genteng beton kayu kruing m229 Pasang rangka langit - langit ( 1.00 x 1.00 ) m, kayu meranti m230 Pasang rangka langit-langit (1.00 x 1.00) m, kayu kamper m231 Pasang rangka metalfuring m232 Pasang rangka langit-langit (1.00 x 1.00) m, kayu Meranti m233 Pasang lisplank ukuran (3 x 20) cm, kayu jati m'34 Pasang lisplank ukuran (3 x 20) cm, kayu kamper m'35 Pasang lisplank ukuran (3 x 20) cm, kayu meranti m'36 Pasang lisplang ukuran (3 x 30) cm, kayu kamper m'37 Pasang lisplang ukuran (2 x 20) cm, kayu kamper m'38 Pasang lisplang ukuran (2 x 20) cm, kayu meranti m'39 Pasang rangka dinding pemisah (60x120)cm, kayu kamper m240 Pasang rangka dinding pemisah kayu Meranti m241 Pasang dinding pemisah teakwood rangkap, rangka kayu kamper m242 Pasang dinding pemisah teakwood rangkap, rangka kayu kamper m243 Pasang list plafond - kayu meranti m'
VIII. PEKERJAAN PAS. ATAP
1 Pasang genteng lokal model karangpilang ( kodok ) m22 Pasang genteng karangpilang (bambe) m23 Pasang genteng Keramik / Glazzur m24 Pasang Genting lokal Vlam Press m25 Pasang atap genteng beton m26 Pasang Bubungan lokal model Karangpilang ( Kodok ) m'7 Pasang bubung genteng Karang Pilang m'8 Pasang bubungan Keramik m'9 Pasang bubung genteng Vlam pres m'10 Pasang nok genteng beton m'11 Pasang atap asbes gelombang Besar m212 Pasang atap asbes gelombang kecil m213 Pasang bubung Asbes gelombang Besar m'14 Pasang bubung Asbes gelombang Kecil m'15 Pasang atap seng gelombang BJLS 30 ( Gording Kayu ) m216 Pasang atap seng gelombang BJLS 30 ( Gording Besi C ) m217 Pasang atap nok seng plat m'18 Pasang Roofligt Fiberglass ( 180 x 190 ) cm m219 Pasang Polycarbonat m220 Pasang Seng Fumira m2
IX. PEKERJAAN LANGIT-LANGIT
1 Langit - langit asbes semen , tebal 4 mm, 5 mm, 6 mm m22 Memasang Langit - langit tripleks ukuran ( 120 x 240 ) cm, tebal 3 mm m23 Memasang Langit - langit tripleks ukuran ( 120 x 240 ) cm, tebal 4 mm m24 Memasang Langit - langit tripleks ukuran ( 120 x 240 ) cm, tebal 6 mm m25 Langit - langit plywood (30 x 60) cm, tebal 6 mm m26 Langit - langit plywood (60 x 120) cm, tebal 4 mm m27 Langit - langit plywood (60 x 120) cm, tebal 6 mm m28 Langit - langit teakwood (30 x 60) cm, tebal 4 mm m29 Langit - langit teakwood (60 x 120) cm, tebal 4 mm m210 List langit - langit kayu profil m'11 Langit - langit asbes (1,00 x 1,00)m, Tebal 4 mm, rangka Meranti m212 Langit - langit plywood 4 mm + rangka kayu Meranti m2
NO. URAIAN PEKERJAAN SAT.
13 Langit - langit gypsum board, tebal 9 mm m214 List Gypsum m'15 Kerangka langit-langit kayu Meranti m216 Langit - langit gypsum board, tebal 9 mm + Rangka kayu meranti m217 Langit - langit gypsum board, tebal 9 mm + Rangka Metalfuring m2
X. PEKERJAAN PENUTUP LANTAI
1 1 m² Pasang lantai ubin pc abu - abu ukuran 20 x 20 cm m22 1 m² Pasang lantai ubin warna ukuran 20 x 20 cm m23 1 m' Pasang plint keramik artistik 10 x 20 cm m'4 1 m' Pasang plint keramik artistik 5 x 20 cm m'5 1 m² Pasang lantai keramik 20 x 20 cm m26 1 m² Pasang lantai keramik 30 x 30 cm ( Polos ) m27 1 m² Pasang lantai keramik 40 x 40 cm ( Motif ) m28 1 m² Pasang lantai mosaik 30 x 30 cm, Motif m29 1 m² Pasang dinding keramik 25 x 30 cm m210 1 m² Pasang dinding keramik 10 x 20 cm m211 1 m² Pasang dinding keramik 20 x 20 cm m212 1 m² Pasang dinding keramik 20 x 25 cm m213 1 m' Plint kayu 2 x 10 cm m'
XI. PEKERJAAN BESI & ALUMINIUM
P 1 Mengerjakan 1 cm Pengelasan dengan las listrik cm2 Memasang 1 kg Besi profil kg3 Memasang 1 kg Rangka kuda-kuda baja WF kg4 Memasang 1 kg Rangka kuda-kuda baja siku kg5 Memasang 1 kg Rangka kuda-kuda baja C kg6 Memasang 1 kg Plat simpul , landasan, ikatan gording & Trekstang kg7 Fabrikasi & Pemasangan Rangka Pipa Galvanis kg8 Pasang pintu besi baja m29 Pasang jendela besi m210 Pasang teralis besi strip ( 2 x 3 ) mm m211 Pasang kawat harmonika m2
P 12 Pasang kawat kassa m213 Pasang jendela nako & tralis m214 Pasang talang datar, seng BJLS 30 m'15 Pasang talang miring, seng BJLS 30 m'16 Pasang talang datar / jurai, seng BJLS 30 lebar 90 cm m'17 Memasang Tiang Pagar PMG 2" Tinggi 1,5 M btg18 Pasang talang miring, seng BJLS 30 m'19 Pasang talang ½ lingkaran D-10 cm, seng bjls 30 m'20 Pasang talang ½ lingkaran D-15 cm, seng plat BJLS 30 lebar 45 cm m'21 Pagar Profil m222 Pasang pintu aluminium m223 Pasang kawat nyamuk m224 Memasang Tiang Pagar BRC25 Tiang penghubung Uk. f 1.5" x 1200 m'26 Tiang penghubung Uk. f 1.5" x 1500 m'27 Tiang penghubung Uk. f 1.5" x 1800 m'28 Tiang penghubung Uk. f 1.5" x 2000 m'29 Tiang penghubung Uk. f 1.5" x 2250 m'30 Tiang penghubung Uk. f 1.5" x 2400 m'31 Tiang penghubung Uk. f 2.0" x 1200 m'32 Tiang penghubung Uk. f 2.0" x 1500 m'33 Tiang penghubung Uk. f 2.0" x 1800 m'34 Tiang penghubung Uk. f 2.0" x 2000 m'35 Tiang penghubung Uk. f 2.0" x 2250 m'36 Tiang penghubung Uk. f 2.0" x 2400 m'37 Pagar BRC uk. 2400 x 900 galvanize m'38 Pagar BRC uk. 2400 x 1200 galvanize m'39 Pagar BRC uk. 2400 x 1500 galvanize m'40 Pagar BRC uk. 2400 x 1750 galvanize m'41 Pagar BRC uk. 2400 x 1900 galvanize m'42 Pintu Pagar BRC Swing Tunggal uk. 1000 x 1000 unit43 Pintu Pagar BRC Swing Tunggal uk. 1000 x 1200 unit44 Pintu Pagar BRC Swing Tunggal uk. 1000 x 1500 unit45 Pintu Pagar BRC Swing Ganda uk. 2500 x 1200 unit46 Pintu Pagar BRC Swing Ganda uk. 2500 x 1500 unit47 Pintu Pagar BRC Swing Ganda uk. 3000 x 1200 unit48 Pintu Pagar BRC Swing Ganda uk. 3000 x 1500 unit
NO. URAIAN PEKERJAAN SAT.
49 Pintu Pagar BRC Dorong uk. 3000 x 1200 unit50 Pintu Pagar BRC Dorong uk. 3000 x 1500 unit51 Mengerjakan Kusen Aluminium m'52 Mengerjakan Slimar Aluminium m'53 Pasangan Talang Pembuluh Pipa PVC 4" Type D m'54 Pasangan Talang Pembuluh Pipa PVC 3" Type D m'
XII. PEKERJAAN PENGECATAN
1 Mengikis / Mengerok permukaan cat tembok lama m22 Mencuci bidang permukaan tembok yang pernah di cat m23 Mengerok karat cat lama permukaan baja dengan cara manual m24 Menyabun permukaan tembok lama m25 Mendempul dan menggosok kayu m26 Pengecatan bidang kayu lama m27 Pengecatan bidang kayu baru ( 1 lapis plamir ), 1 lapis cat dasar, 2 Lapis cat penutup m28 Pengecatan bidang kayu baru ( 1 lapis plamir ), 1 lapis cat dasar, 3 lapis cat penutup. m29 Pelaburan bidang kayu dengan teak oil m210 Pelaburan bidang kayu dengan politur m211 Pelaburan bidang kayu dengan cat residu dan ter m212 Pelaburan bidang kayu dengan vernis m213 Pengecatan tembok baru ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup ) m214 Pengecatan tembok lama ( 1 lapis cat dasar, 2 lapis cat penutup ) m215 Pegecatan permukaan baja dengan meni besi m216 Pengecatan permukaan baja dengan meni besi dan perancah m217 Pegecatan permukaan baja dengan cat finishing m218 Pelapisan melamin ( 3x pelapisan ) m219 Pengecatan tembok baru dg cat weathersield ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup ) m220 Pengecatan tembok lama dg cat weathersield ( 1 lapis cat dasar, 2 lapis cat penutup ) m2
XIII. PEKERJAAN KUNCI & KACA
1 Pasang kunci tanam antik bh2 Pasang kunci tanam biasa bh3 Pasang kunci tanam kamar mandi bh4 Pasang engsel pintu bh5 Pasang engsel jendela kupu - kupu bh6 Pasang kait angin bh7 Pasang kunci selot pintu bh8 Pasang kunci selot jendela bh9 Pasang pegangan pintu / door holder bh10 Pasang kaca, tebal 3 mm m211 Pasang kaca, tebal 5 mm m212 Pasang kaca, tebal 8 mm m213 Pasang Nako + Kaca 5 mm / daun14 Pasang kunci selot besar bh15 Pasang Hak Angin Sikutan stel
XIV. PEKERJAAN HALAMAN
1 Pas. Paving Stone 6 cm K300 m22 Pas. Paving Stone 8 cm K300 m23 Pas. Kansteen 60 cm m'4 Pas. Kansteen 40 cm m'
XV. PEKERJAAN INSTALASI LISTRIK
1 Pasang Instalasi Listrik titik
XVI. PEKERJAAN SANITASI
1 Memasang 1 buah kloset duduk / monoblok bh2 Memasang 1 buah kloset jongkok porselen bh3 Memasang 1 buah urinoir bh4 Memasang 1 buah wastafel bh5 Memasang 1 buah bak mandi Fibreglass volume 0,30 m³ bh6 Memasang 1 m' pipa beton/ beton buis, diameter 20 cm m'7 Memasang 1 m' pipa beton/beton buis, diameter 30 cm m'8 Memasang 1 m' Saluran pipa beton/ beton buis U 20 cm m'9 Memasang 1 m' Saluran pipa beton/ beton buis U 30 cm m'10 Memasang 1 buah bak kontrol pasangan batu bata ukuran (30 x 30) cm, tinggi 35 cm bh11 Memasang 1 buah bak kontrol pasangan batu bata ukuran (45 x 45) cm, tinggi 50 cm bh
NO. URAIAN PEKERJAAN SAT.
12 Memasang 1 buah bak kontrol pasangan batu bata ukuran (60 x 60) cm, tinggi 65 cm bh13 Memasang 1 m' pipa galvanis diameter ½" m'14 Memasang 1 m' pipa galvanis diameter ¾" m'15 Memasang 1 m' pipa galvanis diameter 1" m'16 Memasang 1 m' pipa galvanis diameter 1½" m'17 Memasang 1 m' pipa PVC diameter ½" AW m'18 Memasang 1 m' pipa PVC diameter ¾" AW m'19 Memasang 1 m' pipa PVC diameter 3" AW m'20 Memasang 1 m' pipa PVC tipe AW diameter 4" m'21 Memasang 1 bh kran diameter ¾" bh22 Memasang 1 bh kran diameter ½" bh23 Memasang 1 bh Floor Drain bh
PEMERINTAH KABUPATEN PASURUANDINAS CIPTA KARYA
DAFTAR HARGA SATUAN PEKERJAAN
Harga Satuan( Rp )
60,812.005,000.00
213,330.00
201,330.00
23,500.0028,800.0031,280.0037,800.00
1,700.0017,480.00
7,833.3317,000.0074,872.0078,064.0041,887.0078,064.00
359,792.00334,874.00317,346.75
156,042.42
108,749.05102,588.9598,927.30
96,661.5051,925.0849,307.2547,653.8746,590.6366,245.30
236,451.00138,080.75
501,854.50 500,105.50 12,180.13 2,379.63 149,297.50 81,853.75 123,147.50 127,470.50 246,295.00 216,066.25
110,302.50110,302.50758,819.10
( Rp )
783,846.35
3,182,535.254,016,586.506,740,754.004,548,532.755,119,186.504,367,140.254,722,286.50
60,161.7668,072.24
3,374,649.234,382,168.993,765,447.853,403,427.743,116,219.102,220,434.104,294,111.684,159,272.824,180,024.103,522,297.354,838,336.494,381,499.604,548,299.104,724,490.103,178,660.353,422,262.854,463,388.77
3,399,676.484,407,196.243,790,475.103,428,454.993,141,246.352,245,461.354,319,138.934,184,300.074,205,051.353,547,324.604,863,363.744,406,526.854,573,326.354,749,517.353,203,687.603,447,290.104,488,416.02
21,445.3319,101.06
18,414.0916,558.3812,883.38
3,005.0211,893.00
13,192,837.509,206,037.504,252,437.50
626,850.00409,050.00401,885.00271,205.00175,373.00332,003.50
( Rp )
232,178.50342,528.50
508,242.50385,503.50311,640.00
443,438.508,430,595.003,889,795.00
14,520,195.009,494,595.00
3,818,035.005,196,335.00
8,154,525.00212,062.50296,587.50
92,117.5042,581.5065,667.50
65,667.5045,196.5094,732.5053,187.5042,796.50
145,688.5086,882.5043,758.1088,397.5045,772.5026,606.10
217,700.00100,660.50298,841.00276,307.50
2,912,080.00
35,070.0070,625.00
138,045.00
20,695.0083,323.5060,702.00
74,902.0087,402.00
48,382.0020,550.0047,345.00
38,985.0048,942.5039,192.5036,428.0044,406.5018,438.0035,435.00
141,097.5042,945.00
12,064.5027,847.8827,847.8827,847.88
51,689.5030,282.2553,569.7521,683.5022,313.50
9,744.5060,543.50
113,460.50
( Rp )
44,820.0020,557.0049,919.0093,488.50
106,863.00
56,052.3553,306.0951,618.6050,705.1580,860.4279,010.42
123,410.42148,117.3583,213.7083,213.7080,413.7079,713.7025,737.50
16,808.7516,808.7516,808.75
16,808.7520,776.2514,927.50
563,467.50512,397.50185,136.5041,706.5093,984.00
176,301.0083,747.70
113,432.25
134,261.7591,035.00
113,432.2586,303.0042,714.60
504,705.00319,895.5093,984.00
49,555.9268,253.7747,340.3550,174.2271,150.6273,889.4659,563.2267,463.7273,784.1279,051.1286,424.92
104,859.4284,594.40
103,776.40109,817.69
157,486.00168,036.10316,605.00
358,160.00484,825.00
877,130.001,089,920.001,047,025.001,308,690.00
( Rp )
1,340,150.001,528,690.00
101,912.5091,725.0063,850.0046,025.00
5,232.504,850.004,850.004,850.007,241.00
24,857.5030,388.7538,331.2520,987.5037,174.10
9,540.0011,670.8511,211.50
6,362.5011,399.1019,252.6613,925.00
111,400.6344,277.5033,917.50
338,670.0078,875.0058,187.5039,042.5019,795.0011,692.5017,390.0014,390.0026,975.0061,952.5080,828.50
119,120.7534,478.90
156,890.0016,492.50
56,290.5078,817.5057,619.5045,750.00
55,900.00
2,429,297.50179,966.50
2,009,841.50
489,366.50465,200.00160,001.75186,706.75113,453.98120,628.98218,569.41
193,355.00
( Rp )
301,419.0232,274.00
43,751.7552,145.0073,035.50
7,933.2510,087.7564,865.2592,494.00
34,418.1320,918.1325,375.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 27
PEMERINTAH KABUPATEN PASURUANDINAS CIPTA KARYA
ANALISA BIAYA KONSTRUKSI BANGUNAN GEDUNG DAN PERUMAHANWILAYAH III
TAHUN ANGGARAN 2008
1. ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN
1.1 1 m' Pengukuran dan pemasangan bouwplank 1.1.1 Bahan
0.012 M³ Kayu 5/7 @ Rp 2,772,000.00 = Rp 33,264.00 0.020 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 299.00
0.007 M³ Kayu papan 3/20 meranti @ Rp 2,882,000.00 = Rp 20,174.00 Jumlah (1) = Rp 53,737.00
1.1.2 Tenaga0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 7,075.00
Jumlah (1) + (2) = Rp 60,812.00
1.2 1 m² Membersihkan lapangan dan perataan1.2.1 Tenaga
0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah = Rp 5,000.00
1.3 1 m3 Bongkaran Beton Bertulang1.3.1 Tenaga
6.667 Org Pekerja @ Rp 30,000.00 = Rp 200,010.00
0.333 Org Mandor @ Rp 40,000.00 = Rp 13,320.00 Jumlah = Rp 213,330.00
1.4 1 m3 Bongkaran Dinding Tembok Bata Merah1.4.1 Tenaga
6.667 Org Pekerja @ Rp 30,000.00 = Rp 200,010.00
0.033 Org Mandor @ Rp 40,000.00 = Rp 1,320.00 Jumlah = Rp 201,330.00
2. ANALISA BIAYA KONSTRUKSI PEKERJAAN TANAH
2.1. 1 m³ Galian tanah biasa 2.1.1 Tenaga
0.750 Org Pekerja @ Rp 30,000.00 = Rp 22,500.00
0.025 Org Mandor @ Rp 40,000.00 = Rp 1,000.00 Jumlah = Rp 23,500.00
2.2. 1 m³ Galian tanah biasa sedalam 2 meter2.2.1 Tenaga
0.900 Org Pekerja @ Rp 30,000.00 = Rp 27,000.00
0.045 Org Mandor @ Rp 40,000.00 = Rp 1,800.00 Jumlah = Rp 28,800.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 28
2.3. 1 m³ Galian tanah keras 2.3.1 Tenaga 1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00
0.032 Org Mandor @ Rp 40,000.00 = Rp 1,280.00 Jumlah = Rp 31,280.00
2.4. 1 m³ Galian tanah lumpur 2.4.1 Tenaga
1.200 Org Pekerja @ Rp 30,000.00 = Rp 36,000.00
0.045 Org Mandor @ Rp 40,000.00 = Rp 1,800.00 Jumlah = Rp 37,800.00
2.5. 1 m2 Pekerjaan Stripping tebing Setinggi 1 meter2.5.1 Tenaga
0.050 Org Pekerja @ Rp 30,000.00 = Rp 1,500.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah = Rp 1,700.00
2.6. 1 m³ Pembuangan Tanah Sejauh 150 Meter2.6.1 Tenaga
0.516 Org Pekerja @ Rp 30,000.00 = Rp 15,480.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah = Rp 17,480.00
2.7. 1 m³ Urugan kembali2.7.1 Tenaga
0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00
0.008 Org Mandor @ Rp 40,000.00 = Rp 333.33 Jumlah = Rp 7,833.33
2.8. 1 m³ Pemadatan Tanah2.8.1 Tenaga
0.500 Org Pekerja @ Rp 30,000.00 = Rp 15,000.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah = Rp 17,000.00
2.9. 1 m³ Urugan pasir2.9.1 Bahan
1.200 M³ Pasir urug @ Rp 54,560.00 = Rp 65,472.00 Jumlah (1) = Rp 65,472.00
2.9.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 9,400.00
Jumlah (1) + (2) = Rp 74,872.00
2.10. 1 m³ Urugan sirtu2.10.1 Bahan
1.200 M³ Sirtu @ Rp 57,970.00 = Rp 69,564.00 Jumlah (1) = Rp 69,564.00
2.10.2 Tenaga0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00
0.025 Org Mandor @ Rp 40,000.00 = Rp 1,000.00 Jumlah (2) = Rp 8,500.00
Jumlah (1) + (2) = Rp 78,064.00
2.11. 1 m³ Cut & Fill2.11.1 Gali tanah dengan alat berat ( m3 )
0.007 Org Mandor @ Rp 40,000.00 = Rp 280.00 0.226 Org Pekerja tak terampil @ Rp 30,000.00 = Rp 6,780.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 29
0.070 jam Sewa dump truck @ Rp 97,500.00 = Rp 6,825.00
0.067 jam Sewa escavator @ Rp 150,000.00 = Rp 10,050.00 Jumlah (1) = Rp 23,935.00
2.11.2 Pengurugan tanah dengan pemadatan ( m3 )0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 0.500 Org Pekerja tak terampil @ Rp 30,000.00 = Rp 15,000.00
0.02125 jam Sewa alat bantu @ Rp 44,800.00 = Rp 952.00 Jumlah (2) = Rp 17,952.00
Jumlah (1) + (2) = Rp 41,887.00
2.12. Mengurug 1 m3 Sirtu padat untuk peninggian lantai bangunan2.12.1 Bahan
1.200 m3 Sirtu kelas C @ Rp 57,970.00 = Rp 69,564.00 Jumlah (1) = Rp 69,564.00
2.12.2 Tenaga0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00
0.025 Org Mandor @ Rp 40,000.00 = Rp 1,000.00 Jumlah (2) = Rp 8,500.00
Jumlah (1) + (2) = Rp 78,064.00
3. ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI
3.1. 1 m³ Pasang pondasi batu belah, 1 Pc : 4 Ps3.1.1 Bahan
1.200 M³ Batu belah 15/20 cm @ Rp 77,000.00 = Rp 92,400.00 163.000 Kg Semen portland @ Rp 984.00 = Rp 160,392.00
0.520 M³ Pasir pasang @ Rp 68,750.00 = Rp 35,750.00 Jumlah (1) = Rp 288,542.00
3.1.2 Tenaga1.500 Org Pekerja @ Rp 30,000.00 = Rp 45,000.00 0.600 Org Tukang batu @ Rp 35,000.00 = Rp 21,000.00 0.060 Org Kepala tukang @ Rp 37,500.00 = Rp 2,250.00
0.075 Org Mandor @ Rp 40,000.00 = Rp 3,000.00 Jumlah (2) = Rp 71,250.00
Jumlah (1) + (2) = Rp 359,792.00 3.2 1 m³ Pasang pondasi batu belah, 1 Pc : 5 Ps
3.2.1 Bahan1.200 M³ Batu belah 15/20 cm @ Rp 77,000.00 = Rp 92,400.00
136.000 Kg Semen portland @ Rp 984.00 = Rp 133,824.00
0.544 M³ Pasir pasang @ Rp 68,750.00 = Rp 37,400.00 Jumlah (1) = Rp 263,624.00
3.2.2 Tenaga1.500 Org Pekerja @ Rp 30,000.00 = Rp 45,000.00 0.600 Org Tukang batu @ Rp 35,000.00 = Rp 21,000.00 0.060 Org Kepala tukang @ Rp 37,500.00 = Rp 2,250.00
0.075 Org Mandor @ Rp 40,000.00 = Rp 3,000.00 Jumlah (2) = Rp 71,250.00
Jumlah (1) + (2) = Rp 334,874.00 3.3 1 m³ Pasang pondasi batu kali, 1 Pc : 6 Ps
3.3.1 Bahan1.200 M³ Batu belah 15/20 cm @ Rp 77,000.00 = Rp 92,400.00
117.000 Kg Semen portland @ Rp 984.00 = Rp 115,128.00
0.561 M³ Pasir pasang @ Rp 68,750.00 = Rp 38,568.75 Jumlah (1) = Rp 246,096.75
3.3.2 Tenaga1.500 Org Pekerja @ Rp 30,000.00 = Rp 45,000.00 0.600 Org Tukang batu @ Rp 35,000.00 = Rp 21,000.00 0.060 Org Kepala tukang @ Rp 37,500.00 = Rp 2,250.00
0.075 Org Mandor @ Rp 40,000.00 = Rp 3,000.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 30
Jumlah (2) = Rp 71,250.00 Jumlah (1) + (2) = Rp 317,346.75
3.4. 1 m³ Pasang pondasi batu kosong / Aanstampeng3.4.1 Bahan
1.200 M³ Batu belah 15/20 cm @ Rp 77,000.00 = Rp 92,400.00
0.432 M³ Pasir urug @ Rp 54,560.00 = Rp 23,569.92 Jumlah (1) = Rp 115,969.92
3.4.2 Tenaga0.780 Org Pekerja @ Rp 30,000.00 = Rp 23,400.00 0.390 Org Tukang batu @ Rp 35,000.00 = Rp 13,650.00 0.039 Org Kepala tukang @ Rp 37,500.00 = Rp 1,462.50
0.039 Org Mandor @ Rp 40,000.00 = Rp 1,560.00 Jumlah (2) = Rp 40,072.50
Jumlah (1) + (2) = Rp 156,042.42
4. ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING
4.1. 1 m² Pasangan bata merah tebal 1 bata, 1 Pc : 3 Ps4.1.1 Bahan
140.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 43,120.00 32.950 Kg Semen portland @ Rp 984.00 = Rp 32,422.80
0.091 M³ Pasir pasang @ Rp 68,750.00 = Rp 6,256.25 Jumlah (1) = Rp 81,799.05
4.1.2 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 0.200 Org Tukang batu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 26,950.00
Jumlah (1) + (2) = Rp 108,749.05 4.2 1 m² Pasangan bata merah tebal 1 bata, 1 Pc : 4 Ps
4.2.1 Bahan140.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 43,120.00 26.550 Kg Semen portland @ Rp 984.00 = Rp 26,125.20
0.093 M³ Pasir pasang @ Rp 68,750.00 = Rp 6,393.75 Jumlah (1) = Rp 75,638.95
4.2.2 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 0.200 Org Tukang batu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 26,950.00
Jumlah (1) + (2) = Rp 102,588.95
4.3 1 m² Pasangan bata merah tebal 1 bata, 1 Pc : 5 Ps4.3.1 Bahan
140.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 43,120.00 22.200 Kg Semen portland @ Rp 984.00 = Rp 21,844.80
0.102 M³ Pasir pasang @ Rp 68,750.00 = Rp 7,012.50 Jumlah (1) = Rp 71,977.30
4.3.2 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 0.200 Org Tukang batu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 26,950.00
Jumlah (1) + (2) = Rp 98,927.30
4.4 1 m² Pasangan bata merah tebal 1 bata, 1 Pc : 6 Ps
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 31
4.4.1 Bahan140.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 43,120.00 18.500 Kg Semen portland @ Rp 984.00 = Rp 18,204.00
0.122 M³ Pasir pasang @ Rp 68,750.00 = Rp 8,387.50 Jumlah (1) = Rp 69,711.50
4.4.2 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 0.200 Org Tukang batu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 26,950.00
Jumlah (1) + (2) = Rp 96,661.50
4.5 1 m² Pasangan bata merah tebal ½ bata, 1 Pc : 3 Ps4.5.1 Bahan
70.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 21,560.00 14.370 Kg Semen portland @ Rp 984.00 = Rp 14,140.08
0.040 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,750.00 Jumlah (1) = Rp 38,450.08
4.5.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,475.00
Jumlah (1) + (2) = Rp 51,925.08
4.6 1 m² Pasangan bata merah tebal ½ bata, 1 Pc : 4 Ps4.6.1 Bahan
70.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 21,560.00 11.500 Kg Semen portland @ Rp 984.00 = Rp 11,316.00
0.043 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,956.25 Jumlah (1) = Rp 35,832.25
4.6.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,475.00
Jumlah (1) + (2) = Rp 49,307.25 4.7 1 m² Pasangan bata merah tebal ½ bata, 1 Pc : 5 Ps
4.7.1 Bahan70.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 21,560.00
9.680 Kg Semen portland @ Rp 984.00 = Rp 9,525.12
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75 Jumlah (1) = Rp 34,178.87
4.7.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,475.00
Jumlah (1) + (2) = Rp 47,653.87
4.8 1 m² Pasangan bata merah tebal ½ bata, 1 Pc : 6 Ps4.8.1 Bahan
70.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 21,560.00 8.320 Kg Semen portland @ Rp 984.00 = Rp 8,186.88
0.049 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,368.75
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 32
Jumlah (1) = Rp 33,115.63 4.8.2 Tenaga
0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,475.00
Jumlah (1) + (2) = Rp 46,590.63
4.9 1 m² Pasangan dinding bataco 1 Pc : 3 Ps4.9.1 Bahan
12.500 Bh Bataco @ Rp 3,080.00 = Rp 38,500.00 10.450 Kg Semen portland @ Rp 984.00 = Rp 10,282.80
0.038 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,612.50 Jumlah (1) = Rp 51,395.30
4.9.2 Tenaga0.320 Org Pekerja @ Rp 30,000.00 = Rp 9,600.00 0.120 Org Tukang batu @ Rp 35,000.00 = Rp 4,200.00 0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 14,850.00
Jumlah (1) + (2) = Rp 66,245.30
4.10 1 m² Pasangan dinding roster / terawang (12 x 11 x 24) cm, campuran spesi 1PC:3PP4.10.1 Bahan
30.000 Bh Roster / terawang @ Rp 6,900.00 = Rp 207,000.00 14.000 Kg Semen portland @ Rp 984.00 = Rp 13,776.00
0.032 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,200.00 Jumlah (1) = Rp 222,976.00
4.10.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,475.00
Jumlah (1) + (2) = Rp 236,451.00
4.11 1 m² Pasangan Batu Alam ( Bobos, Palimanan, Klinker,Candi )4.11.1 Bahan
1.100 m2 Batu alam @ Rp 82,500.00 = Rp 90,750.00 11.750 Kg Semen portland @ Rp 984.00 = Rp 11,562.00
0.035 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,406.25 Jumlah (1) = Rp 104,718.25
4.11.2 Tenaga0.620 Org Pekerja @ Rp 30,000.00 = Rp 18,600.00 0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00 0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 33,362.50
Jumlah (1) + (2) = Rp 138,080.75
5. ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON
5.1 1 m³ Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr5.1.1 Bahan
218.000 Kg Semen portland @ Rp 984.00 = Rp 214,512.00 0.520 M³ Pasir beton @ Rp 144,000.00 = Rp 74,880.00
0.870 M³ Koral beton @ Rp 172,500.00 = Rp 150,075.00 Jumlah (1) = Rp 439,467.00
5.1.2 Tenaga
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 33
1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00 Jumlah (2) = Rp 62,387.50
Jumlah (1) + (2) = Rp 501,854.50
5.2 1 m³ Membuat beton 1 Pc : 2 Ps : 3 Kr5.2.1 Bahan
232.000 Kg Semen portland @ Rp 984.00 = Rp 228,288.00 0.520 M³ Pasir beton @ Rp 144,000.00 = Rp 74,880.00
0.780 M³ Koral beton @ Rp 172,500.00 = Rp 134,550.00 Jumlah (1) = Rp 437,718.00
5.2.2 Tenaga1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00 Jumlah (2) = Rp 62,387.50
Jumlah (1) + (2) = Rp 500,105.50
5.3 1 Kg Pembesian dengan besi polos atau besi ulir5.3.1 Bahan
1.050 Kg Besi beton (polos/ulir) @ Rp 10,925.00 = Rp 11,471.25
0.015 Kg Kawat beton @ Rp 14,375.00 = Rp 215.63 Jumlah (1) = Rp 11,686.88
5.3.2 Tenaga0.007 Org Pekerja @ Rp 30,000.00 = Rp 210.00 0.007 Org Tukang besi @ Rp 35,000.00 = Rp 245.00
0.0007 Org Kepala tukang @ Rp 37,500.00 = Rp 26.25
0.0003 Org Mandor @ Rp 40,000.00 = Rp 12.00 Jumlah (2) = Rp 493.25
Jumlah (1) + (2) = Rp 12,180.13
5.4 Memasang per 1 kg jaring kawat baja / wire mesh 5.4.1 Bahan
1.200 Kg Jaring kawat baja di las @ Rp 10,500.00 = Rp 12,600.00
0.050 Kg Kawat beton @ Rp 14,375.00 = Rp 718.75 Jumlah (1) = Rp 13,318.75
5.4.2 Tenaga0.025 Org Pekerja @ Rp 30,000.00 = Rp 750.00 0.250 Org Tukang besi @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.001 Org Mandor @ Rp 40,000.00 = Rp 40.00 Jumlah (2) = Rp 10,477.50
Jumlah (1) + (2) = Rp 23,796.25 Per kg = Rp 2,379.63
5.5 1 m² Pasang bekisting untuk pondasi5.5.1 Bahan
0.040 M³ Kayu terentang / kayu kelas III @ Rp 2,882,000.00 = Rp 115,280.00 0.300 Kg Paku biasa 5 - 10 cm @ Rp 14,950.00 = Rp 4,485.00
0.100 Lt Minyak bekisting @ Rp 28,175.00 = Rp 2,817.50 Jumlah (1) = Rp 122,582.50
5.5.2 Tenaga0.520 Org Pekerja @ Rp 30,000.00 = Rp 15,600.00 0.260 Org Tukang kayu @ Rp 35,000.00 = Rp 9,100.00 0.026 Org Kepala tukang @ Rp 37,500.00 = Rp 975.00
0.026 Org Mandor @ Rp 40,000.00 = Rp 1,040.00 Jumlah (2) = Rp 26,715.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 34
Jumlah (1) + (2) = Rp 149,297.50
5.6 1 m² Pasang bekisting untuk sloof5.6.1 Bahan
0.045 M³ Kayu terentang / kayu kelas III @ Rp 2,882,000.00 = Rp 129,690.00 0.300 Kg Paku biasa 5 - 10 cm @ Rp 14,950.00 = Rp 4,485.00
0.100 Lt Minyak bekisting @ Rp 28,175.00 = Rp 2,817.50 Jumlah (1) = Rp 136,992.50
5.6.2 Tenaga0.520 Org Pekerja @ Rp 30,000.00 = Rp 15,600.00 0.260 Org Tukang kayu @ Rp 35,000.00 = Rp 9,100.00 0.026 Org Kepala tukang @ Rp 37,500.00 = Rp 975.00
0.026 Org Mandor @ Rp 40,000.00 = Rp 1,040.00 Jumlah (2) = Rp 26,715.00
Jumlah (1) + (2) = Rp 163,707.50 untuk 2 x pakai = Rp 81,853.75
5.7 1 m² Pasang bekisting untuk kolom5.7.1 Bahan
0.040 M³ Kayu terentang / kayu kelas III @ Rp 2,882,000.00 = Rp 115,280.00 0.400 Kg Paku biasa 5 - 12 cm @ Rp 14,950.00 = Rp 5,980.00 0.200 Lt Minyak bekisting @ Rp 28,175.00 = Rp 5,635.00 0.015 M³ Meranti bekesting / balok kayu kelas II @ Rp 2,882,000.00 = Rp 43,230.00
0.350 Lbr Multiplek tebal 9 mm @ Rp 120,750.00 = Rp 42,262.50 Jumlah (1) = Rp 212,387.50
5.7.2 Tenaga0.660 Org Pekerja @ Rp 30,000.00 = Rp 19,800.00 0.330 Org Tukang kayu @ Rp 35,000.00 = Rp 11,550.00 0.033 Org Kepala tukang @ Rp 37,500.00 = Rp 1,237.50
0.033 Org Mandor @ Rp 40,000.00 = Rp 1,320.00 Jumlah (2) = Rp 33,907.50
Jumlah (1) + (2) = Rp 246,295.00 untuk 2 x pakai = Rp 123,147.50
5.8 1 m² Pasang bekisting untuk balok5.8.1 Bahan
0.040 M³ Kayu terentang / kayu kelas III @ Rp 2,882,000.00 = Rp 115,280.00 0.400 Kg Paku biasa 5 - 12 cm @ Rp 14,950.00 = Rp 5,980.00 0.200 Lt Minyak bekisting @ Rp 28,175.00 = Rp 5,635.00 0.018 M³ Meranti bekesting / balok kayu kelas II @ Rp 2,882,000.00 = Rp 51,876.00
0.350 Lbr Multiplek tebal 9 mm @ Rp 120,750.00 = Rp 42,262.50 Jumlah (1) = Rp 221,033.50
5.8.2 Tenaga0.660 Org Pekerja @ Rp 30,000.00 = Rp 19,800.00 0.330 Org Tukang kayu @ Rp 35,000.00 = Rp 11,550.00 0.033 Org Kepala tukang @ Rp 37,500.00 = Rp 1,237.50
0.033 Org Mandor @ Rp 40,000.00 = Rp 1,320.00 Jumlah (2) = Rp 33,907.50
Jumlah (1) + (2) = Rp 254,941.00 untuk 2 x pakai = Rp 127,470.50
5.9 1 m² Pasang bekisting untuk Plat lantai / dag5.9.1 Bahan
0.040 M³ Kayu terentang / kayu kelas III @ Rp 2,882,000.00 = Rp 115,280.00 0.400 Kg Paku biasa 5 - 12 cm @ Rp 14,950.00 = Rp 5,980.00 0.200 Lt Minyak bekisting @ Rp 28,175.00 = Rp 5,635.00 0.015 M³ Meranti bekesting / balok kayu kelas II @ Rp 2,882,000.00 = Rp 43,230.00
0.350 Lbr Multiplek tebal 9 mm @ Rp 120,750.00 = Rp 42,262.50 Jumlah (1) = Rp 212,387.50
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 35
5.9.2 Tenaga0.660 Org Pekerja @ Rp 30,000.00 = Rp 19,800.00 0.330 Org Tukang kayu @ Rp 35,000.00 = Rp 11,550.00 0.033 Org Kepala tukang @ Rp 37,500.00 = Rp 1,237.50
0.033 Org Mandor @ Rp 40,000.00 = Rp 1,320.00 Jumlah (2) = Rp 33,907.50
Jumlah (1) + (2) = Rp 246,295.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 36
5.10 1 m² Pasang bekisting untuk tangga5.10.1 Bahan
0.030 M³ Kayu terentang / kayu kelas III @ Rp 2,882,000.00 = Rp 86,460.00 0.400 Kg Paku biasa 5 - 12 cm @ Rp 14,950.00 = Rp 5,980.00 0.150 Lt Minyak bekisting @ Rp 28,175.00 = Rp 4,226.25 0.015 M³ Meranti bekesting / balok kayu kelas II @ Rp 2,882,000.00 = Rp 43,230.00
0.350 Lbr Multiplek tebal 9 mm @ Rp 120,750.00 = Rp 42,262.50 Jumlah (1) = Rp 182,158.75
5.10.2 Tenaga0.660 Org Pekerja @ Rp 30,000.00 = Rp 19,800.00 0.330 Org Tukang kayu @ Rp 35,000.00 = Rp 11,550.00 0.033 Org Kepala tukang @ Rp 37,500.00 = Rp 1,237.50
0.033 Org Mandor @ Rp 40,000.00 = Rp 1,320.00 Jumlah (2) = Rp 33,907.50
Jumlah (1) + (2) = Rp 216,066.25 5.11 1 m² Pasang bekisting untuk Dinding
5.11.1 Bahan
0.030 m3 Kayu terentang / kayu kelas III @ Rp 2,882,000.00 = Rp 86,460.00
0.400 kg Paku biasa 5 - 12 cm @ Rp 14,950.00 = Rp 5,980.00
0.200 lt Minyak bekisting @ Rp 28,175.00 = Rp 5,635.00
0.020 m3 Meranti bekesting / balok kayu kelas II @ Rp 2,882,000.00 = Rp 57,640.00
0.350 lb Multiplek tebal 9 mm @ Rp 120,750.00 = Rp 42,262.50
Jumlah ( 1 ) = Rp 197,977.50 5.11.2 Tenaga
0.3200 hari Pekerja @ Rp 30,000.00 = Rp 9,600.00
0.3300 hari Tukang Kayu @ Rp 35,000.00 = Rp 11,550.00
0.0330 hari Kepala Tukang @ Rp 37,500.00 = Rp 1,237.50
0.0060 hari Mandor @ Rp 40,000.00 = Rp 240.00 Jumlah (2) = Rp 22,627.50
Jumlah (1) + (2) = Rp 220,605.00 untuk 2 x pakai = Rp 110,302.50
5.12 1 m² Pasang bekisting untuk List plank5.12.1 Bahan
0.030 m3 Kayu terentang / kayu kelas III @ Rp 2,882,000.00 = Rp 86,460.00
0.400 kg Paku biasa 5 - 12 cm @ Rp 14,950.00 = Rp 5,980.00
0.200 lt Minyak bekisting @ Rp 28,175.00 = Rp 5,635.00
0.020 m3 Meranti bekesting / balok kayu kelas II @ Rp 2,882,000.00 = Rp 57,640.00
0.350 lb Multiplek tebal 9 mm @ Rp 120,750.00 = Rp 42,262.50
Jumlah ( 1 ) = Rp 197,977.50 5.12.2 Tenaga
0.3200 hari Pekerja @ Rp 30,000.00 = Rp 9,600.00
0.3300 hari Tukang Kayu @ Rp 35,000.00 = Rp 11,550.00
0.0330 hari Kepala Tukang @ Rp 37,500.00 = Rp 1,237.50
0.0060 hari Mandor @ Rp 40,000.00 = Rp 240.00 Jumlah (2) = Rp 22,627.50
Jumlah (1) + (2) = Rp 220,605.00 untuk 2 x pakai = Rp 110,302.50
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 37
Bahan :0.8100 m3 Batu pecah 1/2 @ Rp 172,500.00 = Rp 139,725.00
0.540 m3 Pasir Cor @ Rp 144,000.00 = Rp 77,760.00
350.40 kg Semen P C ( 40 kg ) @ Rp 984.00 = Rp 344,793.60 Jumlah (1) = Rp 562,278.60
Sewa alat bantu :Biaya Sewa Peralatan - Sewa Concrete Mixer 0,50 m3 ( min 3 jam ) 0.973 jam @ 100,000.00 = Rp 97,300.00
- Sewa Pump Water ( min 3 jam ) 0.3243 jam @ 35,000.00 = Rp 11,350.50
- Sewa Vibarator Roller ( min 5 jam ) 0.973 jam @ 35,000.00 = Rp 34,055.00
- Sewa Alat Bantu ( set / 3 alat )
0.3243 jam @ 50,000.00 = Rp 16,215.00
Jumlah (2) = Rp 158,920.50
Upah :0.700 hr Tukang batu @ Rp 35,000.00 = Rp 24,500.00
0.410 hr Pekerja @ Rp 30,000.00 = Rp 12,300.00
0.0205 hr Mandor @ Rp 40,000.00 = Rp 820.00 Jumlah (3) = Rp 37,620.00
Jumlah (1) + (2) + (3) = Rp 758,819.10
Bahan :0.7297 m3 Batu pecah 1/2 @ Rp 172,500.00 = Rp 125,873.25
0.4860 m3 Pasir Cor @ Rp 144,000.00 = Rp 69,984.00
350.40 kg Semen P C ( 40 kg ) @ Rp 984.00 = Rp 344,793.60 Jumlah (1) = Rp 540,650.85
Sewa alat bantu :Biaya Sewa Peralatan - Sewa Concrete Mixer 0,50 m3 ( min 3 jam ) 0.973 jam @ 100,000.00 = Rp 97,300.00
- Sewa Pump Water ( min 3 jam ) 0.3243 jam @ 35,000.00 = Rp 11,350.50
- Sewa Vibarator Roller ( min 5 jam )0.973 jam @ 35,000.00 = Rp 34,055.00
- Sewa Alat Bantu ( set / 3 alat )
0.3243 jam @ 50,000.00 = Rp 16,215.00
Jumlah ( 2 ) = Rp 158,920.50
Upah :1.945 hr Tukang batu @ Rp 35,000.00 = Rp 68,075.00
0.324 hr Pekerja @ Rp 30,000.00 = Rp 9,720.00
0.1620 hr Mandor @ Rp 40,000.00 = Rp 6,480.00
Jumlah ( 3 ) = Rp 84,275.00 Jumlah (1) + (2) + (3) = Rp 783,846.35
1 M³ PASANGAN BETON MUTU K 225
1 M³ PASANGAN BETON MUTU K 300
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 38
A. REKAPITULASI BETON NON STRUKTUR
5.13 1 m³ Membuat pondasi beton bertulang + bekesting = 150 Kg Besi5.13.1 Bahan
0.200 M³ Kayu kelas III @ Rp 2,882,000.00 = Rp 576,400.00 1.500 Kg Paku biasa 5-12 cm @ Rp 14,950.00 = Rp 22,425.00 0.400 Lt Minyak bekisting @ Rp 28,175.00 = Rp 11,270.00
157.500 Kg Besi beton polos @ Rp 10,925.00 = Rp 1,720,687.50 2.250 Kg Kawat beton @ Rp 14,375.00 = Rp 32,343.75
336.000 Kg Semen portland @ Rp 984.00 = Rp 330,624.00 0.540 M³ Pasir beton @ Rp 144,000.00 = Rp 77,760.00
0.810 M³ Koral beton @ Rp 172,500.00 = Rp 139,725.00 Jumlah (1) = Rp 2,911,235.25
5.13.2 Tenaga5.300 Org Pekerja @ Rp 30,000.00 = Rp 159,000.00 0.275 Org Tukang batu @ Rp 35,000.00 = Rp 9,625.00 1.300 Org Tukang kayu @ Rp 35,000.00 = Rp 45,500.00 1.050 Org Tukang besi @ Rp 35,000.00 = Rp 36,750.00 0.262 Org Kepala tukang @ Rp 37,500.00 = Rp 9,825.00
0.265 Org Mandor @ Rp 40,000.00 = Rp 10,600.00 Jumlah (2) = Rp 271,300.00
Jumlah (1) + (2) = Rp 3,182,535.3
5.14 1 m³ Membuat sloof beton bertulang+ bekesting = 200 Kg besi5.14.1 Bahan
0.270 M³ Kayu kelas III @ Rp 2,882,000.00 = Rp 778,140.00 2.000 Kg Paku biasa 5-12 cm @ Rp 14,950.00 = Rp 29,900.00 0.600 Lt Minyak bekisting @ Rp 28,175.00 = Rp 16,905.00
210.000 Kg Besi beton polos @ Rp 10,925.00 = Rp 2,294,250.00 3.000 Kg Kawat beton @ Rp 14,375.00 = Rp 43,125.00
336.000 Kg Semen portland @ Rp 984.00 = Rp 330,624.00 0.540 M³ Pasir beton @ Rp 144,000.00 = Rp 77,760.00
0.810 M³ Koral beton @ Rp 172,500.00 = Rp 139,725.00 Jumlah (1) = Rp 3,710,429.00
5.14.2 Tenaga5.650 Org Pekerja @ Rp 30,000.00 = Rp 169,500.00 0.275 Org Tukang batu @ Rp 35,000.00 = Rp 9,625.00 1.560 Org Tukang kayu @ Rp 35,000.00 = Rp 54,600.00 1.400 Org Tukang besi @ Rp 35,000.00 = Rp 49,000.00 0.323 Org Kepala tukang @ Rp 37,500.00 = Rp 12,112.50
0.283 Org Mandor @ Rp 40,000.00 = Rp 11,320.00 Jumlah (2) = Rp 306,157.50
Jumlah (1) + (2) = Rp 4,016,586.5
5.15 1 m³ Membuat kolom beton bertulang+ bekesting = 300 Kg besi5.15.1 Bahan
0.400 M³ Kayu kelas III @ Rp 2,882,000.00 = Rp 1,152,800.00 4.000 Kg Paku biasa 5-12 cm @ Rp 14,950.00 = Rp 59,800.00 2.000 Lt Minyak bekisting @ Rp 28,175.00 = Rp 56,350.00
315.000 Kg Besi beton polos @ Rp 10,925.00 = Rp 3,441,375.00 4.500 Kg Kawat beton @ Rp 14,375.00 = Rp 64,687.50
336.000 Kg Semen portland @ Rp 984.00 = Rp 330,624.00 0.540 M³ Pasir beton @ Rp 144,000.00 = Rp 77,760.00 0.810 M³ Koral beton @ Rp 172,500.00 = Rp 139,725.00 0.150 M³ Meranti bekesting @ Rp 2,882,000.00 = Rp 432,300.00 3.500 Lbr Plywood 9 mm @ Rp 125,350.00 = Rp 438,725.00
20.000 btg @ Rp 8,250.00 = Rp 165,000.00 Jumlah (1) = Rp 6,359,146.50
5.15.2 Tenaga
Dolken kayu galam,f (8-10)cm,panjang 4m
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 39
7.050 Org Pekerja @ Rp 30,000.00 = Rp 211,500.00 0.275 Org Tukang batu @ Rp 35,000.00 = Rp 9,625.00 1.650 Org Tukang kayu @ Rp 35,000.00 = Rp 57,750.00 2.100 Org Tukang besi @ Rp 35,000.00 = Rp 73,500.00 0.403 Org Kepala tukang @ Rp 37,500.00 = Rp 15,112.50
0.353 Org Mandor @ Rp 40,000.00 = Rp 14,120.00 Jumlah (2) = Rp 381,607.50
Jumlah (1) + (2) = Rp 6,740,754.0
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 40
5.16 1 m³ Membuat kolom beton bertulang+ bekesting = 150 Kg besi5.16.1 Bahan
0.320 M³ Kayu kelas III @ Rp 2,882,000.00 = Rp 922,240.00 3.200 Kg Paku biasa 5-12 cm @ Rp 14,950.00 = Rp 47,840.00 1.600 Lt Minyak bekisting @ Rp 28,175.00 = Rp 45,080.00
157.500 Kg Besi beton polos @ Rp 10,925.00 = Rp 1,720,687.50 2.250 Kg Kawat beton @ Rp 14,375.00 = Rp 32,343.75
336.000 Kg Semen portland @ Rp 984.00 = Rp 330,624.00 0.540 M³ Pasir beton @ Rp 144,000.00 = Rp 77,760.00 0.810 M³ Koral beton @ Rp 172,500.00 = Rp 139,725.00 0.120 M³ Meranti bekesting @ Rp 2,882,000.00 = Rp 345,840.00 2.800 Lbr Plywood 9 mm @ Rp 125,350.00 = Rp 350,980.00
32.000 btg @ Rp 8,250.00 = Rp 264,000.00 Jumlah (1) = Rp 4,277,120.25
5.16.2 Tenaga5.300 Org Pekerja @ Rp 30,000.00 = Rp 159,000.00 0.275 Org Tukang batu @ Rp 35,000.00 = Rp 9,625.00 1.300 Org Tukang kayu @ Rp 35,000.00 = Rp 45,500.00 1.050 Org Tukang besi @ Rp 35,000.00 = Rp 36,750.00 0.265 Org Kepala tukang @ Rp 37,500.00 = Rp 9,937.50
0.265 Org Mandor @ Rp 40,000.00 = Rp 10,600.00 Jumlah (2) = Rp 271,412.50
Jumlah (1) + (2) = Rp 4,548,532.8 5.17 1 m³ Membuat balok beton bertulang+bekesting = 200 Kg besi
5.17.1 Bahan0.320 M³ Kayu kelas III @ Rp 2,882,000.00 = Rp 922,240.00 3.200 Kg Paku biasa 5-12 cm @ Rp 14,950.00 = Rp 47,840.00 1.600 Lt Minyak bekisting @ Rp 28,175.00 = Rp 45,080.00
210.000 Kg Besi beton polos @ Rp 10,925.00 = Rp 2,294,250.00 3.000 Kg Kawat beton @ Rp 14,375.00 = Rp 43,125.00
336.000 Kg Semen portland @ Rp 984.00 = Rp 330,624.00 0.540 M³ Pasir beton @ Rp 144,000.00 = Rp 77,760.00 0.810 M³ Koral beton @ Rp 172,500.00 = Rp 139,725.00 0.140 M³ Meranti bekesting @ Rp 2,882,000.00 = Rp 403,480.00 2.800 Lbr Plywood 9 mm @ Rp 125,350.00 = Rp 350,980.00
16.000 btg @ Rp 8,250.00 = Rp 132,000.00 Jumlah (1) = Rp 4,787,104.00
5.17.2 Tenaga6.350 Org Pekerja @ Rp 30,000.00 = Rp 190,500.00 0.275 Org Tukang batu @ Rp 35,000.00 = Rp 9,625.00 1.650 Org Tukang kayu @ Rp 35,000.00 = Rp 57,750.00 1.400 Org Tukang besi @ Rp 35,000.00 = Rp 49,000.00 0.333 Org Kepala tukang @ Rp 37,500.00 = Rp 12,487.50
0.318 Org Mandor @ Rp 40,000.00 = Rp 12,720.00 Jumlah (2) = Rp 332,082.50
Jumlah (1) + (2) = Rp 5,119,186.5 5.18 1 m³ Membuat dinding beton bertulang+bekesting = 150 Kg besi
5.18.1 Bahan0.240 M³ Kayu kelas III @ Rp 2,882,000.00 = Rp 691,680.00 3.200 Kg Paku biasa 5-12 cm @ Rp 14,950.00 = Rp 47,840.00 1.600 Lt Minyak bekisting @ Rp 28,175.00 = Rp 45,080.00
157.500 Kg Besi beton polos @ Rp 10,925.00 = Rp 1,720,687.50 2.250 Kg Kawat beton @ Rp 14,375.00 = Rp 32,343.75
336.000 Kg Semen portland @ Rp 984.00 = Rp 330,624.00 0.540 M³ Pasir beton @ Rp 144,000.00 = Rp 77,760.00 0.810 M³ Koral beton @ Rp 172,500.00 = Rp 139,725.00 0.160 M³ Meranti bekesting @ Rp 2,882,000.00 = Rp 461,120.00 2.800 Lbr Plywood 9 mm @ Rp 125,350.00 = Rp 350,980.00
24.000 btg @ Rp 8,250.00 = Rp 198,000.00
Dolken kayu galam,f (8-10)cm,panjang 4m
Dolken kayu galam,f (8-10)cm,panjang 4m
Dolken kayu galam,f (8-10)cm,panjang 4m
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 41
Jumlah (1) = Rp 4,095,840.25 5.18.2 Tenaga
5.300 Org Pekerja @ Rp 30,000.00 = Rp 159,000.00 0.275 Org Tukang batu @ Rp 35,000.00 = Rp 9,625.00 1.300 Org Tukang kayu @ Rp 35,000.00 = Rp 45,500.00 1.050 Org Tukang besi @ Rp 35,000.00 = Rp 36,750.00 0.262 Org Kepala tukang @ Rp 37,500.00 = Rp 9,825.00
0.265 Org Mandor @ Rp 40,000.00 = Rp 10,600.00 Jumlah (2) = Rp 271,300.00
Jumlah (1) + (2) = Rp 4,367,140.3
5.19 1 m³ Membuat dinding beton bertulang+bekesting = 200 Kg besi5.19.1 Bahan
0.250 M³ Kayu kelas III @ Rp 2,882,000.00 = Rp 720,500.00 3.000 Kg Paku biasa 5-12 cm @ Rp 14,950.00 = Rp 44,850.00 1.200 Lt Minyak bekisting @ Rp 28,175.00 = Rp 33,810.00
210.000 Kg Besi beton polos @ Rp 10,925.00 = Rp 2,294,250.00 3.000 Kg Kawat beton @ Rp 14,375.00 = Rp 43,125.00
336.000 Kg Semen portland @ Rp 984.00 = Rp 330,624.00 0.540 M³ Pasir beton @ Rp 144,000.00 = Rp 77,760.00 0.810 M³ Koral beton @ Rp 172,500.00 = Rp 139,725.00 0.105 M³ Meranti bekesting @ Rp 2,882,000.00 = Rp 302,610.00 2.500 Lbr Plywood 9 mm @ Rp 125,350.00 = Rp 313,375.00
14.000 btg @ Rp 8,250.00 = Rp 115,500.00 Jumlah (1) = Rp 4,416,129.00
5.19.2 Tenaga5.650 Org Pekerja @ Rp 30,000.00 = Rp 169,500.00 0.275 Org Tukang batu @ Rp 35,000.00 = Rp 9,625.00 1.560 Org Tukang kayu @ Rp 35,000.00 = Rp 54,600.00 1.400 Org Tukang besi @ Rp 35,000.00 = Rp 49,000.00 0.323 Org Kepala tukang @ Rp 37,500.00 = Rp 12,112.50
0.283 Org Mandor @ Rp 40,000.00 = Rp 11,320.00 Jumlah (2) = Rp 306,157.50
Jumlah (1) + (2) = Rp 4,722,286.5
5.20 1 m' Membuat kolom praktis beton bertulang (11 x 11) cm5.20.1 Bahan
0.002 M³ Kayu kelas III @ Rp 2,882,000.00 = Rp 5,764.00 0.010 Kg Paku biasa 5-12 cm @ Rp 14,950.00 = Rp 149.50 3.052 Kg Besi beton polos @ Rp 10,925.00 = Rp 33,342.01 0.450 Kg Kawat beton @ Rp 14,375.00 = Rp 6,468.75 4.000 Kg Semen portland @ Rp 984.00 = Rp 3,936.00 0.006 M³ Pasir beton @ Rp 144,000.00 = Rp 864.00
0.009 M³ Koral beton @ Rp 172,500.00 = Rp 1,552.50 Jumlah (1) = Rp 52,076.76
5.20.2 Tenaga0.180 Org Pekerja @ Rp 30,000.00 = Rp 5,400.00 0.020 Org Tukang batu @ Rp 35,000.00 = Rp 700.00 0.020 Org Tukang kayu @ Rp 35,000.00 = Rp 700.00 0.020 Org Tukang besi @ Rp 35,000.00 = Rp 700.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00
0.009 Org Mandor Rp 40,000.00 = Rp 360.00 Jumlah (2) = Rp 8,085.00
Jumlah (1) + (2) = Rp 60,161.76
5.21 1 m' Membuat ring balok beton bertulang (11 x 15) cm5.21.1 Bahan
0.003 M³ Kayu kelas III @ Rp 2,882,000.00 = Rp 8,646.00 0.020 Kg Paku biasa 5-12 cm @ Rp 14,950.00 = Rp 299.00
Dolken kayu galam,f (8-10)cm,panjang 4m
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 42
3.274 Kg Besi beton polos @ Rp 10,925.00 = Rp 35,762.99 0.050 Kg Kawat beton @ Rp 14,375.00 = Rp 718.75 5.500 Kg Semen portland @ Rp 984.00 = Rp 5,412.00 0.009 M³ Pasir beton @ Rp 144,000.00 = Rp 1,296.00
0.015 M³ Koral beton @ Rp 172,500.00 = Rp 2,587.50 Jumlah (1) = Rp 54,722.24
5.21.2 Tenaga0.297 Org Pekerja @ Rp 30,000.00 = Rp 8,910.00 0.033 Org Tukang batu @ Rp 35,000.00 = Rp 1,155.00 0.033 Org Tukang kayu @ Rp 35,000.00 = Rp 1,155.00 0.033 Org Tukang besi @ Rp 35,000.00 = Rp 1,155.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,350.00
Jumlah (1) + (2) = Rp 68,072.24
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 43
B. REKAPITULASI BETON STRUKTUR
1. BETON MUTU K 225
1 M3 BETON SLOOF 30/40 161 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
161.000 kg Pembesian @ Rp 12,180.13 = Rp 1,961,000.13
8.000 m2 Begesting beton @ Rp 81,853.75 = Rp 654,830.00
Jumlah = Rp 3,374,649.23
1 M3 BETON SLOOF 20/30 230 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
230.278 kg Pembesian @ Rp 12,180.13 = Rp 2,804,812.39
10.000 m2 Begesting beton @ Rp 81,853.75 = Rp 818,537.50
Jumlah = Rp 4,382,168.99
1 M3 BETON SLOOF 15/20 180 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
179.644 kg Pembesian @ Rp 12,180.13 = Rp 2,188,091.25
10.000 m2 Begesting beton @ Rp 81,853.75 = Rp 818,537.50
Jumlah = Rp 3,765,447.85
1 M3 BETON SLOOF 15/30 150 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
149.922 kg Pembesian @ Rp 12,180.13 = Rp 1,826,071.14
10.000 m2 Begesting beton @ Rp 81,853.75 = Rp 818,537.50
Jumlah = Rp 3,403,427.74
1 M3 BETON POER 120 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
120.000 kg Pembesian @ Rp 12,180.13 = Rp 1,461,615.00
6.000 m2 Begesting beton @ Rp 149,297.50 = Rp 895,785.00
Jumlah = Rp 3,116,219.10
1 M3 BETON STRAUS 120 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
120.000 kg Pembesian @ Rp 12,180.13 = Rp 1,461,615.00
Jumlah = Rp 2,220,434.10
1 M3 BETON KOLOM 20/20 209 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
209.367 kg Pembesian @ Rp 12,180.13 = Rp 2,550,112.58
8.000 m2 Begesting beton @ Rp 123,147.50 = Rp 985,180.00
Jumlah = Rp 4,294,111.68
1 M3 BETON KOLOM 30/30 198 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
198.296 kg Pembesian @ Rp 12,180.13 = Rp 2,415,273.72
8.000 m2 Begesting beton @ Rp 123,147.50 = Rp 985,180.00
Jumlah = Rp 4,159,272.82
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 44
1 M3 BETON KOLOM 25/30 200 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
200.000 kg Pembesian @ Rp 12,180.13 = Rp 2,436,025.00
8.000 m2 Begesting beton @ Rp 123,147.50 = Rp 985,180.00
Jumlah = Rp 4,180,024.10
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 45
1 M3 BETON KOLOM 40/40 146 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
146.000 kg Pembesian @ Rp 12,180.13 = Rp 1,778,298.25
8.000 m2 Begesting beton @ Rp 123,147.50 = Rp 985,180.00
Jumlah = Rp 3,522,297.35
1 M3 BETON BALOK 20/30 230 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
230.278 kg Pembesian @ Rp 12,180.13 = Rp 2,804,812.39
10.000 m2 Begesting beton @ Rp 127,470.50 = Rp 1,274,705.00
Jumlah = Rp 4,838,336.49
1 M3 BETON BALOK 30/40 182 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
182.306 kg Pembesian @ Rp 12,180.13 = Rp 2,220,505.00
11.000 m2 Begesting beton @ Rp 127,470.50 = Rp 1,402,175.50
Jumlah = Rp 4,381,499.60
1 M3 BETON BALOK 30/50 196 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
196.000 kg Pembesian @ Rp 12,180.13 = Rp 2,387,304.50
11.000 m2 Begesting beton @ Rp 127,470.50 = Rp 1,402,175.50
Jumlah = Rp 4,548,299.10
1 M3 BETON BALOK 20/40 200 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
200.000 kg Pembesian @ Rp 12,180.13 = Rp 2,436,025.00
12.000 m2 Begesting beton @ Rp 127,470.50 = Rp 1,529,646.00
Jumlah = Rp 4,724,490.10
1 M3 BETON LISTPLANK 90 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
90.000 kg Pembesian @ Rp 12,180.13 = Rp 1,096,211.25
12.000 m2 Begesting beton @ Rp 110,302.50 = Rp 1,323,630.00
Jumlah = Rp 3,178,660.35
1 M3 BETON DINDING 110 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
110.000 kg Pembesian @ Rp 12,180.13 = Rp 1,339,813.75
12.000 m2 Begesting beton @ Rp 110,302.50 = Rp 1,323,630.00
Jumlah = Rp 3,422,262.85
1 M3 BETON PLAT LANTAI 136 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
135.640 kg Pembesian @ Rp 12,180.13 = Rp 1,652,112.15
8.33333 m2 Begesting beton @ Rp 246,295.00 = Rp 2,052,457.51
Jumlah = Rp 4,463,388.77
2. BETON MUTU K 300
1 M3 BETON SLOOF 30/40 161 Kg Besi
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 46
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
161.000 kg Pembesian @ Rp 12,180.13 = Rp 1,961,000.13
8.000 m2 Begesting beton @ Rp 81,853.75 = Rp 654,830.00
Jumlah = Rp 3,399,676.48
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 47
1 M3 BETON SLOOF 20/30 230 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
230.278 kg Pembesian @ Rp 12,180.13 = Rp 2,804,812.39
10.000 m2 Begesting beton @ Rp 81,853.75 = Rp 818,537.50
Jumlah = Rp 4,407,196.24
1 M3 BETON SLOOF 15/20 180 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
179.644 kg Pembesian @ Rp 12,180.13 = Rp 2,188,091.25
10.000 m2 Begesting beton @ Rp 81,853.75 = Rp 818,537.50
Jumlah = Rp 3,790,475.10
1 M3 BETON SLOOF 15/30 150 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
149.922 kg Pembesian @ Rp 12,180.13 = Rp 1,826,071.14
10.000 m2 Begesting beton @ Rp 81,853.75 = Rp 818,537.50
Jumlah = Rp 3,428,454.99
1 M3 BETON POER 120 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
120.000 kg Pembesian @ Rp 12,180.13 = Rp 1,461,615.00
6.000 m2 Begesting beton @ Rp 149,297.50 = Rp 895,785.00
Jumlah = Rp 3,141,246.35
1 M3 BETON STRAUS 120 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
120.000 kg Pembesian @ Rp 12,180.13 = Rp 1,461,615.00
Jumlah = Rp 2,245,461.35
1 M3 BETON KOLOM 20/20 209 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
209.367 kg Pembesian @ Rp 12,180.13 = Rp 2,550,112.58
8.000 m2 Begesting beton @ Rp 123,147.50 = Rp 985,180.00
Jumlah = Rp 4,319,138.93
1 M3 BETON KOLOM 30/30 198 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
198.296 kg Pembesian @ Rp 12,180.13 = Rp 2,415,273.72
8.000 m2 Begesting beton @ Rp 123,147.50 = Rp 985,180.00
Jumlah = Rp 4,184,300.07
1 M3 BETON KOLOM 25/30 200 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
200.000 kg Pembesian @ Rp 12,180.13 = Rp 2,436,025.00
8.000 m2 Begesting beton @ Rp 123,147.50 = Rp 985,180.00
Jumlah = Rp 4,205,051.35
1 M3 BETON KOLOM 40/40 146 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
146.000 kg Pembesian @ Rp 12,180.13 = Rp 1,778,298.25
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 48
8.000 m2 Begesting beton @ Rp 123,147.50 = Rp 985,180.00
Jumlah = Rp 3,547,324.60
1 M3 BETON BALOK 20/30 230 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
230.278 kg Pembesian @ Rp 12,180.13 = Rp 2,804,812.39
10.000 m2 Begesting beton @ Rp 127,470.50 = Rp 1,274,705.00
Jumlah = Rp 4,863,363.74
1 M3 BETON BALOK 30/40 182 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
182.306 kg Pembesian @ Rp 12,180.13 = Rp 2,220,505.00
11.000 m2 Begesting beton @ Rp 127,470.50 = Rp 1,402,175.50
Jumlah = Rp 4,406,526.85
1 M3 BETON BALOK 30/50 196 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
196.000 kg Pembesian @ Rp 12,180.13 = Rp 2,387,304.50
11.000 m2 Begesting beton @ Rp 127,470.50 = Rp 1,402,175.50
Jumlah = Rp 4,573,326.35
1 M3 BETON BALOK 20/40 200 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
200.000 kg Pembesian @ Rp 12,180.13 = Rp 2,436,025.00
12.000 m2 Begesting beton @ Rp 127,470.50 = Rp 1,529,646.00
Jumlah = Rp 4,749,517.35
1 M3 BETON LISTPLANK 90 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
90.000 kg Pembesian @ Rp 12,180.13 = Rp 1,096,211.25
12.000 m2 Begesting beton @ Rp 110,302.50 = Rp 1,323,630.00
Jumlah = Rp 3,203,687.60
1 M3 BETON DINDING 110 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
110.000 kg Pembesian @ Rp 12,180.13 = Rp 1,339,813.75
12.000 m2 Begesting beton @ Rp 110,302.50 = Rp 1,323,630.00
Jumlah = Rp 3,447,290.10
1 M3 BETON PLAT LANTAI 136 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
135.640 kg Pembesian @ Rp 12,180.13 = Rp 1,652,112.15
8.33333 m2 Begesting beton @ Rp 246,295.00 = Rp 2,052,457.51
Jumlah = Rp 4,488,416.02
6. ANALISA BIAYA KONSTRUKSI PEKERJAAN PLESTERAN
6.1 1 m² Plesteran 1 Pc : 3 Ps, tebal 15 mm6.1.1 Bahan
7.776 Kg Semen portland @ Rp 984.00 = Rp 7,651.58
0.023 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,581.25 Jumlah (1) = Rp 9,232.83
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 49
6.1.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.150 Org Tukang batu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 12,212.50
Jumlah (1) + (2) = Rp 21,445.33
6.2 1 m² Plesteran 1 Pc : 5 Ps, tebal 15 mm6.2.1 Bahan
5.184 Kg Semen portland @ Rp 984.00 = Rp 5,101.06
0.026 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,787.50 Jumlah (1) = Rp 6,888.56
6.2.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.150 Org Tukang batu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 12,212.50
Jumlah (1) + (2) = Rp 19,101.06
6.3 1 m² Plesteran 1 Pc : 6 Ps, tebal 15 mm6.3.1 Bahan
4.416 Kg Semen portland @ Rp 984.00 = Rp 4,345.34
0.027 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,856.25 Jumlah (1) = Rp 6,201.59
6.3.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.150 Org Tukang batu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 12,212.50
Jumlah (1) + (2) = Rp 18,414.09
6.4 1 m² Plesteran Ciprat/Ampyangan 1 Pc : 2 Ps6.4.1 Bahan
4.320 Kg Semen portland @ Rp 984.00 = Rp 4,250.88
0.006 M³ Pasir pasang @ Rp 68,750.00 = Rp 412.50 Jumlah (1) = Rp 4,663.38
6.4.2 Tenaga0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.013 Org Mandor @ Rp 40,000.00 = Rp 520.00 Jumlah (2) = Rp 11,895.00
Jumlah (1) + (2) = Rp 16,558.38
6.5 1 m² Plesteran Setrikan Adukan 1 Pc : 2 Ps6.5.1 Bahan
4.320 Kg Semen portland @ Rp 984.00 = Rp 4,250.88
0.016 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,100.00 Jumlah (1) = Rp 5,350.88
6.5.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.070 Org Tukang batu @ Rp 35,000.00 = Rp 2,450.00 0.007 Org Kepala tukang @ Rp 37,500.00 = Rp 262.50
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00 Jumlah (2) = Rp 7,532.50
Jumlah (1) + (2) = Rp 12,883.38
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 50
6.6 1 m' Benangan dan Kol-kolan6.6.1 Bahan
6.480 Kg Semen portland @ Rp 984.00 = Rp 6,376.32
0.021 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,443.75 Jumlah (1) = Rp 7,820.07
6.6.2 Tenaga
0.120 Org Tukang batu @ Rp 35,000.00 = Rp 4,200.00 Jumlah (2) = Rp 4,200.00
( A ) Jumlah (1) + (2) = Rp 12,020.07 Per M' Jumlah A / 4 = Rp 3,005.02
6.7 1 m² Memasang Acian6.7.1 Bahan
3.250 Kg Semen portland @ Rp 984.00 = Rp 3,198.00 Jumlah (1) = Rp 3,198.00
6.7.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00 Jumlah (2) = Rp 8,695.00
Jumlah (1) + (2) = Rp 11,893.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 51
7. ANALISA BIAYA KONSTRUKSI PEKERJAAN KAYU
7.1 Membuat dan memasang 1 m³ kusen pintu dan kusen jendela kayu jati 7.1.1 Bahan
1.100 M³ Balok kayu jati @ Rp 11,088,000.00 = Rp 12,196,800.00 1.250 Kg Paku 10 cm @ Rp 14,950.00 = Rp 18,687.50
1.000 Kg Lem kayu @ Rp 10,350.00 = Rp 10,350.00 Jumlah (1) = Rp 12,225,837.50
7.1.2 Tenaga6.000 Org Pekerja @ Rp 30,000.00 = Rp 180,000.00
20.000 Org Tukang kayu @ Rp 35,000.00 = Rp 700,000.00 2.000 Org Kepala tukang @ Rp 37,500.00 = Rp 75,000.00
0.300 Org Mandor @ Rp 40,000.00 = Rp 12,000.00 Jumlah (2) = Rp 967,000.00
Jumlah (1) + (2) = Rp 13,192,837.50
7.2. Membuat dan memasang 1 m³ kusen pintu dan kusen jendela kayu kamper 7.2.1 Bahan
1.200 M³ Kayu kamper, balok @ Rp 6,900,000.00 = Rp 8,280,000.00 1.250 Kg Paku 10 cm @ Rp 14,950.00 = Rp 18,687.50
1.000 Kg Lem kayu @ Rp 10,350.00 = Rp 10,350.00 Jumlah (1) = Rp 8,309,037.50
7.2.2 Tenaga6.000 Org Pekerja @ Rp 30,000.00 = Rp 180,000.00
18.000 Org Tukang kayu @ Rp 35,000.00 = Rp 630,000.00 2.000 Org Kepala tukang @ Rp 37,500.00 = Rp 75,000.00
0.300 Org Mandor @ Rp 40,000.00 = Rp 12,000.00 Jumlah (2) = Rp 897,000.00
Jumlah (1) + (2) = Rp 9,206,037.50
7.3 Membuat dan memasang 1 m³ kusen pintu dan kusen jendela kayu meranti7.3.1 Bahan
1.200 M³ Kayu meranti, balok @ Rp 2,772,000.00 = Rp 3,326,400.00 1.250 Kg Paku 10 cm @ Rp 14,950.00 = Rp 18,687.50
1.000 Kg Lem kayu @ Rp 10,350.00 = Rp 10,350.00 Jumlah (1) = Rp 3,355,437.50
7.3.2 Tenaga6.000 Org Pekerja @ Rp 30,000.00 = Rp 180,000.00
18.000 Org Tukang kayu @ Rp 35,000.00 = Rp 630,000.00 2.000 Org Kepala tukang @ Rp 37,500.00 = Rp 75,000.00
0.300 Org Mandor @ Rp 40,000.00 = Rp 12,000.00 Jumlah (2) = Rp 897,000.00
Jumlah (1) + (2) = Rp 4,252,437.50
7.4 Membuat dan memasang 1 m² daun pintu panel kayu jati 7.4.1 Bahan
0.040 M³ Kayu jati, papan @ Rp 12,320,000.00 = Rp 492,800.00
0.500 Kg Lem kayu @ Rp 10,350.00 = Rp 5,175.00 Jumlah (1) = Rp 497,975.00
7.4.2 Tenaga1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 2.500 Org Tukang kayu @ Rp 35,000.00 = Rp 87,500.00 0.250 Org Kepala tukang @ Rp 37,500.00 = Rp 9,375.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah (2) = Rp 128,875.00
Jumlah (1) + (2) = Rp 626,850.00
7.5 Membuat dan memasang 1 m² daun pintu panel kayu kamper 7.5.1 Bahan
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 52
0.040 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 275,000.00
0.500 Kg Lem kayu @ Rp 10,350.00 = Rp 5,175.00 Jumlah (1) = Rp 280,175.00
7.5.2 Tenaga1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 2.500 Org Tukang kayu @ Rp 35,000.00 = Rp 87,500.00 0.250 Org Kepala tukang @ Rp 37,500.00 = Rp 9,375.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah (2) = Rp 128,875.00
Jumlah (1) + (2) = Rp 409,050.00
7.6 Membuat dan memasang 1 m² pintu dan jendela kaca, kayu jati 7.6.1 Bahan
0.024 M³ Kayu jati, papan @ Rp 12,320,000.00 = Rp 295,680.00
0.300 Kg Lem kayu @ Rp 10,350.00 = Rp 3,105.00 Jumlah (1) = Rp 298,785.00
7.6.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 103,100.00
Jumlah (1) + (2) = Rp 401,885.00
7.7 Membuat dan memasang 1 m² pintu dan jendela kaca, kayu kamper 7.7.1 Bahan
0.024 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 165,000.00
0.300 Kg Lem kayu @ Rp 10,350.00 = Rp 3,105.00 Jumlah (1) = Rp 168,105.00
7.7.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 103,100.00
Jumlah (1) + (2) = Rp 271,205.00
7.8 Membuat dan memasang 1 m² pintu dan jendela kaca, kayu meranti7.8.1 Bahan
0.024 M³ Kayu meranti, papan @ Rp 2,882,000.00 = Rp 69,168.00
0.300 Kg Lem kayu @ Rp 10,350.00 = Rp 3,105.00 Jumlah (1) = Rp 72,273.00
7.8.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 103,100.00
Jumlah (1) + (2) = Rp 175,373.00
7.9 1 m² Pasang daun pintu plywood rangkap, rangka tertutup kayu kamper7.9.1 Bahan
0.025 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 171,875.00 0.030 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 448.50 0.500 Lt Lem kayu @ Rp 10,350.00 = Rp 5,175.00
1.000 Lbr Plywood tebal 4 mm ukr.(90x220) cm @ Rp 57,805.00 = Rp 57,805.00 Jumlah (1) = Rp 235,303.50
7.9.2 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 53
2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 96,700.00
Jumlah (1) + (2) = Rp 332,003.50
7.10 1 m² Pasang daun pintu plywood rangkap, rangka tertutup kayu meranti7.10.1 Bahan
0.0250 M³ Kayu meranti, papan @ Rp 2,882,000.00 = Rp 72,050.00 0.030 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 448.50 0.500 Lt Lem kayu @ Rp 10,350.00 = Rp 5,175.00
1.000 Lbr Plywood tebal 4 mm ukr.(90x220) cm @ Rp 57,805.00 = Rp 57,805.00 Jumlah (1) = Rp 135,478.50
7.10.2 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 96,700.00
Jumlah (1) + (2) = Rp 232,178.50 7.11 1 m² Pasang daun pintu plywood rangkap, rangka ekspose kayu kamper
7.11.1 Bahan0.0256 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 176,000.00
0.030 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 448.50 0.500 Kg Lem kayu @ Rp 10,350.00 = Rp 5,175.00
1.000 Lbr Plywood tebal 4 mm ukr.(90x220) cm @ Rp 57,805.00 = Rp 57,805.00 Jumlah (1) = Rp 239,428.50
7.11.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 103,100.00
Jumlah (1) + (2) = Rp 342,528.50 7.12 1 m² Pasang jalusi mati kayu kamper
7.12.1 Bahan0.060 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 412,500.00
0.150 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 2,242.50 Jumlah (1) = Rp 414,742.50
7.12.2 Tenaga0.500 Org Pekerja @ Rp 30,000.00 = Rp 15,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.025 Org Mandor @ Rp 40,000.00 = Rp 1,000.00 Jumlah (2) = Rp 93,500.00
Jumlah (1) + (2) = Rp 508,242.50 7.13 Memasang 1 m2 Teakwood rangkap, rangka kayu kamper
7.13.1 Bahan0.0300 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 206,250.00
0.030 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 448.50 0.300 Kg Lem kayu @ Rp 10,350.00 = Rp 3,105.00
1.000 Lbr Teakwood 4mm ukuran (90x220)cm @ Rp 72,600.00 = Rp 72,600.00 Jumlah (1) = Rp 282,403.50
7.13.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 103,100.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 54
Jumlah (1) + (2) = Rp 385,503.50 7.14 1 m² Pasang pintu teakwood rangkap, rangka kayu kamper
7.14.1 Bahan0.0196 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 134,750.00
0.300 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 4,485.00 0.300 Lt Lem kayu @ Rp 10,350.00 = Rp 3,105.00
1.000 Lbr Teakwood 4' x 8' x 4 mm @ Rp 72,600.00 = Rp 72,600.00 Jumlah (1) = Rp 214,940.00
7.14.2 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 96,700.00
Jumlah (1) + (2) = Rp 311,640.00 7.15 1 m² Pasang pintu teakwood & formika, rangka kayu kamper
7.15.1 Bahan0.0250 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 171,875.00
0.030 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 448.50 0.800 Kg Lem kayu @ Rp 10,350.00 = Rp 8,280.00 1.000 Lbr Teakwood 4' x 8' x 4 mm @ Rp 72,600.00 = Rp 72,600.00
0.500 Lbr Formica @ Rp 135,520.00 = Rp 67,760.00 Jumlah (1) = Rp 320,963.50
7.15.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.500 Org Tukang kayu @ Rp 35,000.00 = Rp 87,500.00 0.250 Org Kepala tukang @ Rp 37,500.00 = Rp 9,375.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 122,475.00
Jumlah (1) + (2) = Rp 443,438.50
7.16 Memasang 1 m3 konstruksi kuda - kuda konvensional, bentang 6 m, kayu kamper7.16.1 Bahan
1.100 M³ Balok kayu kamper @ Rp 6,900,000.00 = Rp 7,590,000.00 15.000 Kg Besi strip tebal 5 mm @ Rp 10,925.00 = Rp 163,875.00
5.600 Kg Paku biasa 12 cm @ Rp 14,950.00 = Rp 83,720.00 Jumlah (1) = Rp 7,837,595.00
7.16.2 Tenaga4.000 Org Pekerja @ Rp 30,000.00 = Rp 120,000.00
12.000 Org Tukang kayu @ Rp 35,000.00 = Rp 420,000.00 1.200 Org Kepala tukang @ Rp 37,500.00 = Rp 45,000.00
0.200 Org Mandor @ Rp 40,000.00 = Rp 8,000.00 Jumlah (2) = Rp 593,000.00
Jumlah (1) + (2) = Rp 8,430,595.00
7.17 Memasang 1 m3 konstruksi kuda - kuda konvensional, bentang 6 m, kayu meranti7.17.1 Bahan
1.100 M³ Balok kayu meranti @ Rp 2,772,000.00 = Rp 3,049,200.00 15.000 Kg Besi strip tebal 5 mm @ Rp 10,925.00 = Rp 163,875.00
5.600 Kg Paku biasa 12 cm @ Rp 14,950.00 = Rp 83,720.00 Jumlah (1) = Rp 3,296,795.00
7.17.2 Tenaga4.000 Org Pekerja @ Rp 30,000.00 = Rp 120,000.00
12.000 Org Tukang kayu @ Rp 35,000.00 = Rp 420,000.00 1.200 Org Kepala tukang @ Rp 37,500.00 = Rp 45,000.00
0.200 Org Mandor @ Rp 40,000.00 = Rp 8,000.00 Jumlah (2) = Rp 593,000.00
Jumlah (1) + (2) = Rp 3,889,795.00 7.18 Memasang 1 m³ konstruksi kuda-kuda expose, kayu Jati
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 55
7.18.1 Bahan1.200 M³ Kayu jati, balok @ Rp 11,088,000.00 = Rp 13,305,600.00
15.000 Kg Besi strip tebal 5 mm @ Rp 10,925.00 = Rp 163,875.00
5.600 Kg Paku 12 cm @ Rp 14,950.00 = Rp 83,720.00 Jumlah (1) = Rp 13,553,195.00
7.18.2 Tenaga6.000 Org Pekerja @ Rp 30,000.00 = Rp 180,000.00
20.000 Org Tukang kayu @ Rp 35,000.00 = Rp 700,000.00 2.000 Org Kepala tukang @ Rp 37,500.00 = Rp 75,000.00
0.300 Org Mandor @ Rp 40,000.00 = Rp 12,000.00 Jumlah (2) = Rp 967,000.00
Jumlah (1) + (2) = Rp 14,520,195.00 7.19 Memasang 1 m³ konstruksi kuda-kuda expose, kayu kamper
7.19.1 Bahan1.200 M³ Kayu kamper, balok @ Rp 6,900,000.00 = Rp 8,280,000.00
15.000 Kg Besi strip tebal 5 mm @ Rp 10,925.00 = Rp 163,875.00
5.600 Kg Paku 12 cm @ Rp 14,950.00 = Rp 83,720.00 Jumlah (1) = Rp 8,527,595.00
7.19.2 Tenaga6.000 Org Pekerja @ Rp 30,000.00 = Rp 180,000.00
20.000 Org Tukang kayu @ Rp 35,000.00 = Rp 700,000.00 2.000 Org Kepala tukang @ Rp 37,500.00 = Rp 75,000.00
0.300 Org Mandor @ Rp 40,000.00 = Rp 12,000.00 Jumlah (2) = Rp 967,000.00
Jumlah (1) + (2) = Rp 9,494,595.00 7.20 1 m³ Pasang konstruksi kuda-kuda kayu meranti
7.20.1 Bahan1.100 M³ Kayu meranti, balok @ Rp 2,772,000.00 = Rp 3,049,200.00
15.000 Kg Besi strip @ Rp 10,925.00 = Rp 163,875.00
0.800 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 11,960.00 Jumlah (1) = Rp 3,225,035.00
7.20.2 Tenaga4.000 Org Pekerja @ Rp 30,000.00 = Rp 120,000.00
12.000 Org Tukang kayu @ Rp 35,000.00 = Rp 420,000.00 1.200 Org Kepala tukang @ Rp 37,500.00 = Rp 45,000.00
0.200 Org Mandor @ Rp 40,000.00 = Rp 8,000.00 Jumlah (2) = Rp 593,000.00
Jumlah (1) + (2) = Rp 3,818,035.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 56
7.21 1 m³ Pasang konstruksi kuda-kuda, kayu kruing7.21.1 Bahan
1.100 M³ Kayu kruing, balok @ Rp 4,025,000.00 = Rp 4,427,500.00 15.000 Kg Besi strip @ Rp 10,925.00 = Rp 163,875.00
0.800 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 11,960.00 Jumlah (1) = Rp 4,603,335.00
7.21.2 Tenaga4.000 Org Pekerja @ Rp 30,000.00 = Rp 120,000.00
12.000 Org Tukang kayu @ Rp 35,000.00 = Rp 420,000.00 1.200 Org Kepala tukang @ Rp 37,500.00 = Rp 45,000.00
0.200 Org Mandor @ Rp 40,000.00 = Rp 8,000.00 Jumlah (2) = Rp 593,000.00
Jumlah (1) + (2) = Rp 5,196,335.00
7.23 Memasang 1 m³ konstruksi gording, kayu Kamper7.23.1 Bahan
1.100 M³ Balok kayu kamper @ Rp 6,900,000.00 = Rp 7,590,000.00 15.000 Kg Besi strip tebal 5 mm @ Rp 10,925.00 = Rp 163,875.00
3.000 Kg Paku 12 cm @ Rp 14,950.00 = Rp 44,850.00 Jumlah (1) = Rp 7,798,725.00
7.23.2 Tenaga2.400 Org Pekerja @ Rp 30,000.00 = Rp 72,000.00 7.200 Org Tukang kayu @ Rp 35,000.00 = Rp 252,000.00 0.720 Org Kepala tukang @ Rp 37,500.00 = Rp 27,000.00
0.120 Org Mandor @ Rp 40,000.00 = Rp 4,800.00 Jumlah (2) = Rp 355,800.00
Jumlah (1) + (2) = Rp 8,154,525.00
7.247.24.1 Bahan
0.014 M³ Kaso-kaso ( 5x7 ) cm @ Rp 4,025,000.00 = Rp 56,350.00 0.036 M³ Reng ( 2x3 ) cm @ Rp 4,025,000.00 = Rp 144,900.00
0.250 Kg Paku 5 cm dan 10 cm @ Rp 14,950.00 = Rp 3,737.50 Jumlah (1) = Rp 204,987.50
7.24.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 7,075.00
Jumlah (1) + (2) = Rp 212,062.50
7.257.25.1 Bahan
0.014 M³ Kaso-kaso ( 5x7 ) cm @ Rp 4,025,000.00 = Rp 56,350.00 0.057 M³ Reng ( 3x4 ) cm @ Rp 4,025,000.00 = Rp 229,425.00
0.250 Kg Paku 5 cm dan 10 cm @ Rp 14,950.00 = Rp 3,737.50 Jumlah (1) = Rp 289,512.50
7.25.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 7,075.00
Jumlah (1) + (2) = Rp 296,587.50
7.26 1 m² Pasang kaso + reng genteng kodok kayu kamper7.26.1 Bahan
0.012 M³ Kayu kamper, balok @ Rp 6,900,000.00 = Rp 82,800.00
Memasang 1 m² rangka atap genteng keramik, ( kayu kruing )
Memasang 1 m² rangka atap genteng beton ( kayu kruing )
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 57
0.150 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 2,242.50 Jumlah (1) = Rp 85,042.50
7.26.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 7,075.00
Jumlah (1) + (2) = Rp 92,117.50
7.27 1 m² Pasang kaso + reng genteng kodok kayu meranti7.27.1 Bahan
0.012 M³ Kayu meranti, balok @ Rp 2,772,000.00 = Rp 33,264.00
0.150 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 2,242.50 Jumlah (1) = Rp 35,506.50
7.27.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 7,075.00
Jumlah (1) + (2) = Rp 42,581.50
7.28 1 m² Pasang kaso + reng genteng kodok kayu Kruing7.28.1 Bahan
0.014 M³ Kayu Kruing @ Rp 4,025,000.00 = Rp 56,350.00
0.150 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 2,242.50 Jumlah (1) = Rp 58,592.50
7.28.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 7,075.00
Jumlah (1) + (2) = Rp 65,667.50 7.29 1 m² Pasang kaso + reng genteng beton kayu kruing
7.29.1 Bahan0.014 M³ Kayu kruing, balok @ Rp 4,025,000.00 = Rp 56,350.00
0.150 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 2,242.50 Jumlah (1) = Rp 58,592.50
7.29.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 7,075.00
Jumlah (1) + (2) = Rp 65,667.50
7.30 1 m² Pasang rangka langit - langit ( 1.00 x 1.00 ) m, kayu meranti7.30.1 Bahan
0.012 M³ Kayu meranti, balok @ Rp 2,772,000.00 = Rp 33,264.00
0.100 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 1,495.00 Jumlah (1) = Rp 34,759.00
7.30.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00
0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.075 Org Mandor @ Rp 40,000.00 = Rp 3,000.00 Jumlah (2) = Rp 10,437.50
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 58
Jumlah (1) + (2) = Rp 45,196.50
7.31 1 m² Pasang rangka langit-langit (1.00 x 1.00) m, kayu kamper7.31.1 Bahan
0.012 M³ Kayu kamper, balok @ Rp 6,900,000.00 = Rp 82,800.00
0.100 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 1,495.00 Jumlah (1) = Rp 84,295.00
7.31.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.075 Org Mandor @ Rp 40,000.00 = Rp 3,000.00 Jumlah (2) = Rp 10,437.50
Jumlah (1) + (2) = Rp 94,732.50
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 59
7.32 1 m² Pasang rangka metalfuring7.32.1 Bahan
1.000 m2 Metalfuring @ Rp 30,000.00 = Rp 30,000.00
20.000 % Accessories = Rp 6,000.00 Jumlah (1) = Rp 36,000.00
7.32.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.250 Org Tukang besi @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.075 Org Mandor @ Rp 40,000.00 = Rp 3,000.00 Jumlah (2) = Rp 17,187.50
Jumlah (1) + (2) = Rp 53,187.50
7.33 1 m² Pasang rangka langit-langit (1.00 x 1.00) m, kayu Meranti7.33.1 Bahan
0.012 M³ Kayu meranti, balok @ Rp 2,772,000.00 = Rp 33,264.00
0.100 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 1,495.00 Jumlah (1) = Rp 34,759.00
7.33.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 8,037.50
Jumlah (1) + (2) = Rp 42,796.50 7.34 1 m' Pasang lisplank ukuran (3 x 20) cm, kayu jati
7.34.1 Bahan0.0108 M³ Kayu jati, papan @ Rp 12,320,000.00 = Rp 133,056.00
0.100 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 1,495.00 Jumlah (1) = Rp 134,551.00
7.34.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 11,137.50
Jumlah (1) + (2) = Rp 145,688.50
7.35 1 m' Pasang lisplank ukuran (3 x 20) cm, kayu kamper7.35.1 Bahan
0.0108 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 74,250.00
0.100 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 1,495.00 Jumlah (1) = Rp 75,745.00
7.35.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 11,137.50
Jumlah (1) + (2) = Rp 86,882.50 7.36 1 m' Pasang lisplank ukuran (3 x 20) cm, kayu meranti
7.36.1 Bahan0.0108 M³ Kayu meranti, papan @ Rp 2,882,000.00 = Rp 31,125.60
0.100 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 1,495.00 Jumlah (1) = Rp 32,620.60
7.36.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 60
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 11,137.50
Jumlah (1) + (2) = Rp 43,758.10
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 61
7.37 1 m' Pasang lisplang ukuran (3 x 30) cm, kayu kamper7.37.1 Bahan
0.011 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 75,625.00
0.050 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 747.50 Jumlah (1) = Rp 76,372.50
7.37.2 Tenaga0.110 Org Pekerja @ Rp 30,000.00 = Rp 3,300.00 0.220 Org Tukang kayu @ Rp 35,000.00 = Rp 7,700.00 0.022 Org Kepala tukang @ Rp 37,500.00 = Rp 825.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 12,025.00
Jumlah (1) + (2) = Rp 88,397.50 7.38 1 m' Pasang lisplang ukuran (2 x 20) cm, kayu kamper
7.38.1 Bahan 0.0048 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 33,000.00
0.050 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 747.50 Jumlah (1) = Rp 33,747.50
7.38.2 Tenaga0.110 Org Pekerja @ Rp 30,000.00 = Rp 3,300.00 0.220 Org Tukang kayu @ Rp 35,000.00 = Rp 7,700.00 0.022 Org Kepala tukang @ Rp 37,500.00 = Rp 825.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 12,025.00
Jumlah (1) + (2) = Rp 45,772.50 7.39 1 m' Pasang lisplang ukuran (2 x 20) cm, kayu meranti
7.39.1 Bahan 0.0048 M³ Kayu meranti, papan @ Rp 2,882,000.00 = Rp 13,833.60
0.050 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 747.50 Jumlah (1) = Rp 14,581.10
7.39.2 Tenaga0.110 Org Pekerja @ Rp 30,000.00 = Rp 3,300.00 0.220 Org Tukang kayu @ Rp 35,000.00 = Rp 7,700.00 0.022 Org Kepala tukang @ Rp 37,500.00 = Rp 825.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 12,025.00
Jumlah (1) + (2) = Rp 26,606.10
7.40 1 m² Pasang rangka dinding pemisah (60x120)cm, kayu kamper7.40.1 Bahan
0.028 M³ Kayu kamper, balok @ Rp 6,900,000.00 = Rp 193,200.00
0.150 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 2,242.50 Jumlah (1) = Rp 195,442.50
7.40.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.450 Org Tukang kayu @ Rp 35,000.00 = Rp 15,750.00 0.045 Org Kepala tukang @ Rp 37,500.00 = Rp 1,687.50
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00 Jumlah (2) = Rp 22,257.50
Jumlah (1) + (2) = Rp 217,700.00
7.41 1 m² Pasang rangka dinding pemisah kayu Meranti7.41.1 Bahan
0.0195 M³ Kayu meranti, balok @ Rp 2,772,000.00 = Rp 54,054.00 0.007 M³ Kayu meranti, papan @ Rp 2,882,000.00 = Rp 20,174.00
0.100 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 1,495.00 Jumlah (1) = Rp 75,723.00
7.41.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.450 Org Tukang kayu @ Rp 35,000.00 = Rp 15,750.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 62
0.045 Org Kepala tukang @ Rp 37,500.00 = Rp 1,687.50
0.075 Org Mandor @ Rp 40,000.00 = Rp 3,000.00 Jumlah (2) = Rp 24,937.50
Jumlah (1) + (2) = Rp 100,660.50
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 63
7.42 1 m² Pasang dinding pemisah teakwood rangkap, rangka kayu kamper7.42.1 Bahan
0.028 M³ Balok kayu kamper,ukrn (6x12) cm @ Rp 6,900,000.00 = Rp 193,200.00 0.150 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 2,242.50 0.860 Lbr Teakwood (120x240x4) @ Rp 84,000.00 = Rp 72,240.00
0.560 Kg Lem kayu @ Rp 10,350.00 = Rp 8,901.00 Jumlah (1) = Rp 276,583.50
7.42.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.450 Org Tukang kayu @ Rp 35,000.00 = Rp 15,750.00 0.045 Org Kepala tukang @ Rp 37,500.00 = Rp 1,687.50
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00 Jumlah (2) = Rp 22,257.50
Jumlah (1) + (2) = Rp 298,841.00
7.43 1 m² Pasang dinding pemisah teakwood rangkap, rangka kayu kamper7.43.1 Bahan
0.0195 M³ Kayu kamper, balok @ Rp 6,900,000.00 = Rp 134,550.00 0.007 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 48,125.00 0.100 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 1,495.00
0.800 Lbr Teakwood (120x240x4) @ Rp 84,000.00 = Rp 67,200.00 Jumlah (1) = Rp 251,370.00
7.43.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.450 Org Tukang kayu @ Rp 35,000.00 = Rp 15,750.00 0.045 Org Kepala tukang @ Rp 37,500.00 = Rp 1,687.50
0.075 Org Mandor @ Rp 40,000.00 = Rp 3,000.00 Jumlah (2) = Rp 24,937.50
Jumlah (1) + (2) = Rp 276,307.50
7.44 1 m' Pasang list plafond - kayu meranti7.44.1 Bahan
1.050 M' Kayu meranti, balok @ Rp 2,772,000.00 = Rp 2,910,600.00 Jumlah (1) = Rp 2,910,600.00
7.44.2 Tenaga0.021 Org Pekerja @ Rp 30,000.00 = Rp 630.00 0.021 Org Tukang kayu @ Rp 35,000.00 = Rp 735.00 0.002 Org Kepala tukang @ Rp 37,500.00 = Rp 75.00
0.001 Org Mandor @ Rp 40,000.00 = Rp 40.00 Jumlah (2) = Rp 1,480.00
Jumlah (1) + (2) = Rp 2,912,080.00
8. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP ATAP
8.1 1 m² Pasang genteng lokal model karangpilang ( kodok )8.1.1 Bahan
25.000 Bh Genteng kodok @ Rp 1,093.00 = Rp 27,325.00 Jumlah (1) = Rp 27,325.00
8.1.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.075 Org Tukang kayu @ Rp 35,000.00 = Rp 2,625.00 0.008 Org Kepala tukang @ Rp 37,500.00 = Rp 300.00
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00 Jumlah (2) = Rp 7,745.00
Jumlah (1) + (2) = Rp 35,070.00
8.2 1 m² Pasang genteng karangpilang (bambe)8.2.1 Bahan
23.000 Bh Genteng Karang Pilang ( Bambe ) @ Rp 2,760.00 = Rp 63,480.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 64
Jumlah (1) = Rp 63,480.00 8.2.2 Tenaga
0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.060 Org Tukang kayu @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00 Jumlah (2) = Rp 7,145.00
Jumlah (1) + (2) = Rp 70,625.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 65
8.3 1 m² Pasang genteng Keramik / Glazzur8.3.1 Bahan
14.000 Bh Genting keramik @ Rp 9,350.00 = Rp 130,900.00 Jumlah (1) = Rp 130,900.00
8.3.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.060 Org Tukang kayu @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00 Jumlah (2) = Rp 7,145.00
Jumlah (1) + (2) = Rp 138,045.00
8.4 1 m² Pasang Genting lokal Vlam Press8.4.1 Bahan
25.000 Bh Genting Vlam press @ Rp 518.00 = Rp 12,950.00 Jumlah (1) = Rp 12,950.00
8.4.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.075 Org Tukang kayu @ Rp 35,000.00 = Rp 2,625.00 0.008 Org Kepala tukang @ Rp 37,500.00 = Rp 300.00
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00 Jumlah (2) = Rp 7,745.00
Jumlah (1) + (2) = Rp 20,695.00
8.5 1 m² Pasang atap genteng beton8.5.1 Bahan
11.000 bh Genteng beton @ Rp 6,600.00 = Rp 72,600.00
0.030 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 448.50 Jumlah (1) = Rp 73,048.50
8.5.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 10,275.00
Jumlah (1) + (2) = Rp 83,323.50
8.6 1 m' Pasang Bubungan lokal model Karangpilang ( Kodok )8.6.1 Bahan
5.000 Bh Genteng bubung lokal model Kr.Pilang @ Rp 6,160.00 = Rp 30,800.00 8.000 Kg Semen portland @ Rp 984.00 = Rp 7,872.00
0.032 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,200.00 Jumlah (1) = Rp 40,872.00
8.6.2 Tenaga0.400 Org Pekerja @ Rp 30,000.00 = Rp 12,000.00 0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.002 Org Mandor @ Rp 40,000.00 = Rp 80.00 Jumlah (2) = Rp 19,830.00
Jumlah (1) + (2) = Rp 60,702.00
8.7 1 m' Pasang bubung genteng Karang Pilang 8.7.1 Bahan
5.000 Bh Genteng bubung Karang Pilang @ Rp 9,000.00 = Rp 45,000.00 8.000 Kg Semen portland @ Rp 984.00 = Rp 7,872.00
0.032 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,200.00 Jumlah (1) = Rp 55,072.00
8.7.2 Tenaga0.400 Org Pekerja @ Rp 30,000.00 = Rp 12,000.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 66
0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.002 Org Mandor @ Rp 40,000.00 = Rp 80.00 Jumlah (2) = Rp 19,830.00
Jumlah (1) + (2) = Rp 74,902.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 67
8.8 1 m' Pasang bubungan Keramik8.8.1 Bahan
4.000 Bh Genteng bubung keramik @ Rp 14,375.00 = Rp 57,500.00 8.000 Kg Semen portland @ Rp 984.00 = Rp 7,872.00
0.032 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,200.00 Jumlah (1) = Rp 67,572.00
8.8.2 Tenaga0.400 Org Pekerja @ Rp 30,000.00 = Rp 12,000.00 0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.002 Org Mandor @ Rp 40,000.00 = Rp 80.00 Jumlah (2) = Rp 19,830.00
Jumlah (1) + (2) = Rp 87,402.00
8.9 1 m' Pasang bubung genteng Vlam pres8.9.1 Bahan
5.000 Bh Genteng bubung Vlam pres @ Rp 3,696.00 = Rp 18,480.00 8.000 Kg Semen portland @ Rp 984.00 = Rp 7,872.00
0.032 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,200.00 Jumlah (1) = Rp 28,552.00
8.9.2 Tenaga0.400 Org Pekerja @ Rp 30,000.00 = Rp 12,000.00 0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.002 Org Mandor @ Rp 40,000.00 = Rp 80.00 Jumlah (2) = Rp 19,830.00
Jumlah (1) + (2) = Rp 48,382.00
8.10 1 m' Pasang nok genteng beton8.10.1 Bahan
3.500 Bh Nok genteng beton @ Rp 9,900.00 = Rp 34,650.00 0.050 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 747.50
10.800 Kg Semen abu-abu @ Rp 984.00 = Rp 10,627.20 0.032 m3 Pasir pasang @ Rp 68,750.00 = Rp 2,200.00
1.000 Kg Semen warna @ Rp 2,875.00 = Rp 2,875.00 Jumlah (1) = Rp -
8.10.2 Tenaga0.400 Org Pekerja @ Rp 30,000.00 = Rp 12,000.00 0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.020 Org Mandor @ Rp 40,000.00 = Rp 800.00 Jumlah (2) = Rp 20,550.00
Jumlah (1) + (2) = Rp 20,550.00 8.11 1 m² Pasang atap asbes gelombang Besar
8.11.1 Bahan0.400 Lbr Asbes gelombang besar @ Rp 82,500.00 = Rp 33,000.00
6.000 bh Paku Pancing @ Rp 1,150.00 = Rp 6,900.00 Jumlah (1) = Rp 39,900.00
8.11.2 Tenaga0.140 Org Pekerja @ Rp 30,000.00 = Rp 4,200.00 0.075 Org Tukang kayu @ Rp 35,000.00 = Rp 2,625.00 0.008 Org Kepala tukang @ Rp 37,500.00 = Rp 300.00
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00 Jumlah (2) = Rp 7,445.00
Jumlah (1) + (2) = Rp 47,345.00
8.12 1 m² Pasang atap asbes gelombang kecil8.12.1 Bahan
0.400 Lbr Asbes gelombang kecil @ Rp 61,600.00 = Rp 24,640.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 68
6.000 bh Paku Pancing @ Rp 1,150.00 = Rp 6,900.00 Jumlah (1) = Rp 31,540.00
8.12.2 Tenaga0.140 Org Pekerja @ Rp 30,000.00 = Rp 4,200.00 0.075 Org Tukang kayu @ Rp 35,000.00 = Rp 2,625.00 0.008 Org Kepala tukang @ Rp 37,500.00 = Rp 300.00
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00 Jumlah (2) = Rp 7,445.00
Jumlah (1) + (2) = Rp 38,985.00
8.13 1 m' Pasang bubung Asbes gelombang Besar8.13.1 Bahan
1.000 m' Bubung asbes Gelombang besar @ Rp 34,500.00 = Rp 34,500.00
6.000 Bh Paku sekrup / pancing @ Rp 1,150.00 = Rp 6,900.00 Jumlah (1) = Rp 41,400.00
8.13.2 Tenaga0.084 Org Pekerja @ Rp 30,000.00 = Rp 2,520.00 0.125 Org Tukang kayu @ Rp 35,000.00 = Rp 4,375.00 0.013 Org Kepala tukang @ Rp 37,500.00 = Rp 487.50
0.004 Org Mandor @ Rp 40,000.00 = Rp 160.00 Jumlah (2) = Rp 7,542.50
Jumlah (1) + (2) = Rp 48,942.50 8.14 1 m' Pasang bubung Asbes gelombang Kecil
8.14.1 Bahan1.000 m' Bubung asbes Gelombang kecil @ Rp 24,750.00 = Rp 24,750.00
6.000 Bh Paku sekrup / pancing @ Rp 1,150.00 = Rp 6,900.00 Jumlah (1) = Rp 31,650.00
8.14.2 Tenaga0.084 Org Pekerja @ Rp 30,000.00 = Rp 2,520.00 0.125 Org Tukang kayu @ Rp 35,000.00 = Rp 4,375.00 0.013 Org Kepala tukang @ Rp 37,500.00 = Rp 487.50
0.004 Org Mandor @ Rp 40,000.00 = Rp 160.00 Jumlah (2) = Rp 7,542.50
Jumlah (1) + (2) = Rp 39,192.50
8.15 1 m² Pasang atap seng gelombang BJLS 30 ( Gording Kayu )8.15.1 Bahan
0.400 Lbr Seng gelombang BJLS 30 @ Rp 74,910.00 = Rp 29,964.00
0.020 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 299.00 Jumlah (1) = Rp 30,263.00
8.15.2 Tenaga0.120 Org Pekerja @ Rp 30,000.00 = Rp 3,600.00 0.060 Org Tukang kayu @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00
0.006 Org Mandor @ Rp 40,000.00 = Rp 240.00 Jumlah (2) = Rp 6,165.00
Jumlah (1) + (2) = Rp 36,428.00
8.16 1 m² Pasang atap seng gelombang BJLS 30 ( Gording Besi C )8.16.1 Bahan
0.400 Lbr Seng gelombang BJLS 30 @ Rp 74,910.00 = Rp 29,964.00
6.000 Bh Paku sekrup / pancing @ Rp 1,150.00 = Rp 6,900.00 Jumlah (1) = Rp 36,864.00
8.16.2 Tenaga0.084 Org Pekerja @ Rp 30,000.00 = Rp 2,520.00 0.125 Org Tukang kayu @ Rp 35,000.00 = Rp 4,375.00 0.013 Org Kepala tukang @ Rp 37,500.00 = Rp 487.50
0.004 Org Mandor @ Rp 40,000.00 = Rp 160.00 Jumlah (2) = Rp 7,542.50
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 69
Jumlah (1) + (2) = Rp 44,406.50
8.17 1 m' Pasang atap nok seng plat8.17.1 Bahan
0.300 Lbr Seng plat BJLS 30 @ Rp 34,500.00 = Rp 10,350.00
0.040 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 598.00 Jumlah (1) = Rp 10,948.00
8.17.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.070 Org Tukang kayu @ Rp 35,000.00 = Rp 2,450.00 0.008 Org Kepala tukang @ Rp 37,500.00 = Rp 300.00
0.006 Org Mandor @ Rp 40,000.00 = Rp 240.00 Jumlah (2) = Rp 7,490.00
Jumlah (1) + (2) = Rp 18,438.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 70
8.18 1 m² Pasang Roofligt Fiberglass ( 180 x 190 ) cm8.18.1 Bahan
0.600 Lbr Rooflight Fiberglass @ Rp 46,000.00 = Rp 27,600.00
0.050 Kg Paku biasa 1/2" - 1" @ Rp 14,950.00 = Rp 747.50 Jumlah (1) = Rp 28,347.50
8.18.2 Tenaga0.140 Org Pekerja @ Rp 30,000.00 = Rp 4,200.00 0.067 Org Tukang kayu @ Rp 35,000.00 = Rp 2,345.00 0.007 Org Kepala tukang @ Rp 37,500.00 = Rp 262.50
0.007 Org Mandor @ Rp 40,000.00 = Rp 280.00 Jumlah (2) = Rp 7,087.50
Jumlah (1) + (2) = Rp 35,435.00
8.19 1 m² Pasang Polycarbonat8.19.1 Bahan
1.000 m2 Polycarbonat @ Rp 128,400.00 = Rp 128,400.00
6.000 bh Baut kait @ Rp 935.00 = Rp 5,610.00 Jumlah (1) = Rp 134,010.00
8.19.2 Tenaga0.140 Org Pekerja @ Rp 30,000.00 = Rp 4,200.00 0.067 Org Tukang kayu @ Rp 35,000.00 = Rp 2,345.00 0.007 Org Kepala tukang @ Rp 37,500.00 = Rp 262.50
0.007 Org Mandor @ Rp 40,000.00 = Rp 280.00 Jumlah (2) = Rp 7,087.50
Jumlah (1) + (2) = Rp 141,097.50 8.20 1 m² Pasang Seng Fumira
8.20.1 Bahan0.400 Lbr Seng Fumira @ Rp 71,500.00 = Rp 28,600.00
6.000 bh Paku Pancing @ Rp 1,150.00 = Rp 6,900.00 Jumlah (1) = Rp 35,500.00
8.20.2 Tenaga0.140 Org Pekerja @ Rp 30,000.00 = Rp 4,200.00 0.075 Org Tukang kayu @ Rp 35,000.00 = Rp 2,625.00 0.008 Org Kepala tukang @ Rp 37,500.00 = Rp 300.00
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00 Jumlah (2) = Rp 7,445.00
Jumlah (1) + (2) = Rp 42,945.00
9. ANALISA BIAYA KONSTRUKSI PEKERJAAN LANGIT-LANGIT
9.1 1 m² Langit - langit asbes semen , tebal 4 mm, 5 mm, 6 mm9.1.1 Bahan
1.100 m2 Pelat asbes tebal 3,5 mm @ Rp 7,475.00 = Rp 8,222.50
0.010 Kg Paku @ Rp 14,950.00 = Rp 149.50 Jumlah (1) = Rp 8,372.00
9.1.2 Tenaga0.030 Org Pekerja @ Rp 30,000.00 = Rp 900.00 0.070 Org Tukang kayu @ Rp 35,000.00 = Rp 2,450.00 0.007 Org Kepala tukang @ Rp 37,500.00 = Rp 262.50
0.002 Org Mandor @ Rp 40,000.00 = Rp 80.00 Jumlah (2) = Rp 3,692.50
Jumlah (1) + (2) = Rp 12,064.50
9.2 1 m² Memasang Langit - langit tripleks ukuran ( 120 x 240 ) cm, tebal 3 mm9.2.1 Bahan
0.375 Lbr Tripleks @ Rp 56,705.00 = Rp 21,264.38
0.030 Kg Paku tripleks @ Rp 14,950.00 = Rp 448.50 Jumlah (1) = Rp 21,712.88
9.2.2 Tenaga
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 71
0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.004 Org Mandor @ Rp 40,000.00 = Rp 160.00 Jumlah (2) = Rp 6,135.00
Jumlah (1) + (2) = Rp 27,847.88
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 72
9.3 1 m² Memasang Langit - langit tripleks ukuran ( 120 x 240 ) cm, tebal 4 mm9.3.1 Bahan
0.375 Lbr Tripleks @ Rp 56,705.00 = Rp 21,264.38
0.030 Kg Paku tripleks @ Rp 14,950.00 = Rp 448.50 Jumlah (1) = Rp 21,712.88
9.3.2 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.004 Org Mandor @ Rp 40,000.00 = Rp 160.00 Jumlah (2) = Rp 6,135.00
Jumlah (1) + (2) = Rp 27,847.88
9.4 1 m² Memasang Langit - langit tripleks ukuran ( 120 x 240 ) cm, tebal 6 mm9.4.1 Bahan
0.375 Lbr Tripleks @ Rp 56,705.00 = Rp 21,264.38
0.030 Kg Paku tripleks @ Rp 14,950.00 = Rp 448.50 Jumlah (1) = Rp 21,712.88
9.4.2 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.004 Org Mandor @ Rp 40,000.00 = Rp 160.00 Jumlah (2) = Rp 6,135.00
Jumlah (1) + (2) = Rp 27,847.88
9.5 1 m² Langit - langit plywood (30 x 60) cm, tebal 6 mm9.5.1 Bahan
0.360 Lbr Plywood 4' x 8' x 6 mm @ Rp 125,350.00 = Rp 45,126.00
0.030 Kg Paku @ Rp 14,950.00 = Rp 448.50 Jumlah (1) = Rp 45,574.50
9.5.2 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0035 Org Mandor @ Rp 40,000.00 = Rp 140.00 Jumlah (2) = Rp 6,115.00
Jumlah (1) + (2) = Rp 51,689.50
9.6 1 m² Langit - langit plywood (60 x 120) cm, tebal 4 mm9.6.1 Bahan
0.375 Lbr Plywood 4' x 8' x 4 mm @ Rp 63,250.00 = Rp 23,718.75
0.030 Kg Paku @ Rp 14,950.00 = Rp 448.50 Jumlah (1) = Rp 24,167.25
9.6.2 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0035 Org Mandor @ Rp 40,000.00 = Rp 140.00 Jumlah (2) = Rp 6,115.00
Jumlah (1) + (2) = Rp 30,282.25
9.7 1 m² Langit - langit plywood (60 x 120) cm, tebal 6 mm9.7.1 Bahan
0.375 Lbr Plywood 4' x 8' x 6 mm @ Rp 125,350.00 = Rp 47,006.25
0.030 Kg Paku @ Rp 14,950.00 = Rp 448.50 Jumlah (1) = Rp 47,454.75
9.7.2 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 73
0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0035 Org Mandor @ Rp 40,000.00 = Rp 140.00 Jumlah (2) = Rp 6,115.00
Jumlah (1) + (2) = Rp 53,569.75
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 74
9.8 1 m² Langit - langit teakwood (30 x 60) cm, tebal 4 mm9.8.1 Bahan
0.360 Lbr Teakwood 4' x 8' x 4 mm @ Rp 42,000.00 = Rp 15,120.00
0.030 Kg Paku @ Rp 14,950.00 = Rp 448.50 Jumlah (1) = Rp 15,568.50
9.8.2 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0035 Org Mandor @ Rp 40,000.00 = Rp 140.00 Jumlah (2) = Rp 6,115.00
Jumlah (1) + (2) = Rp 21,683.50
9.9 1 m² Langit - langit teakwood (60 x 120) cm, tebal 4 mm9.9.1 Bahan
0.375 Lbr Teakwood 4' x 8' x 4 mm @ Rp 42,000.00 = Rp 15,750.00
0.030 Kg Paku @ Rp 14,950.00 = Rp 448.50 Jumlah (1) = Rp 16,198.50
9.9 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0035 Org Mandor @ Rp 40,000.00 = Rp 140.00 Jumlah (2) = Rp 6,115.00
Jumlah (1) + (2) = Rp 22,313.50
9.10 1 m' List langit - langit kayu profil9.10.1 Bahan
1.050 M List kayu profil @ Rp 5,750.00 = Rp 6,037.50
0.010 Kg Paku @ Rp 14,950.00 = Rp 149.50 Jumlah (1) = Rp 6,187.00
9.10.2 Tenaga0.050 Org Pekerja @ Rp 30,000.00 = Rp 1,500.00 0.050 Org Tukang kayu @ Rp 35,000.00 = Rp 1,750.00 0.005 Org Kepala tukang @ Rp 37,500.00 = Rp 187.50
0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00 Jumlah (2) = Rp 3,557.50
Jumlah (1) + (2) = Rp 9,744.50
9.11 1 m² Langit - langit asbes (1,00 x 1,00)m, Tebal 4 mm, rangka Meranti9.11.1 Bahan
0.012 M³ Kayu meranti, balok @ Rp 2,772,000.00 = Rp 33,264.00 0.060 Kg Paku biasa @ Rp 14,950.00 = Rp 897.00
1.100 Lbr Asbes 1,00 x 1,00 m @ Rp 7,475.00 = Rp 8,222.50 Jumlah (1) = Rp 42,383.50
9.11.2 Tenaga0.180 Org Pekerja @ Rp 30,000.00 = Rp 5,400.00 0.320 Org Tukang kayu @ Rp 35,000.00 = Rp 11,200.00 0.032 Org Kepala tukang @ Rp 37,500.00 = Rp 1,200.00
0.009 Org Mandor @ Rp 40,000.00 = Rp 360.00 Jumlah (2) = Rp 18,160.00
Jumlah (1) + (2) = Rp 60,543.50 9.12 1 m² Langit - langit plywood 4 mm + rangka kayu Meranti
9.12.1 Bahan0.023 M³ Kayu meranti balok @ Rp 2,772,000.00 = Rp 63,756.00 0.060 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 897.00
0.390 Lbr Plywood 4' x 8' x 4 mm @ Rp 63,250.00 = Rp 24,667.50 Jumlah (1) = Rp 89,320.50
9.12.2 Tenaga
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 75
0.270 Org Pekerja @ Rp 30,000.00 = Rp 8,100.00 0.400 Org Tukang kayu @ Rp 35,000.00 = Rp 14,000.00 0.040 Org Kepala tukang @ Rp 37,500.00 = Rp 1,500.00
0.0135 Org Mandor @ Rp 40,000.00 = Rp 540.00 Jumlah (2) = Rp 24,140.00
Jumlah (1) + (2) = Rp 113,460.50
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 76
9.13 1 m² Langit - langit gypsum board, tebal 9 mm9.13.1 Bahan
0.364 Lbr Gypsum board (120 x 240 x 9) mm @ Rp 104,500.00 = Rp 38,038.00 0.110 Kg Paku / Paku skrup @ Rp 14,950.00 = Rp 1,644.50
Jumlah (1) = Rp 39,682.50 9.13.2 Tenaga
0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.050 Org Tukang kayu @ Rp 35,000.00 = Rp 1,750.00 0.005 Org Kepala tukang @ Rp 37,500.00 = Rp 187.50 0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 5,137.50 Jumlah (1) + (2) = Rp 44,820.00
9.14 1 m' List Gypsum9.14.1 Bahan
1.100 m List Gypsum @ Rp 16,500.00 = Rp 18,150.00 0.010 Kg Paku @ Rp 14,950.00 = Rp 149.50
Jumlah (1) = Rp 18,299.50 9.14.2 Tenaga
0.030 Org Pekerja @ Rp 30,000.00 = Rp 900.00 0.030 Org Tukang kayu @ Rp 35,000.00 = Rp 1,050.00 0.005 Org Kepala tukang @ Rp 37,500.00 = Rp 187.50 0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00
Jumlah (2) = Rp 2,257.50 Jumlah (1) + (2) = Rp 20,557.00
9.15 1 m² Kerangka langit-langit kayu Meranti9.15.1 Bahan
0.012 M³ Kayu meranti, balok @ Rp 2,772,000.00 = Rp 33,264.00 0.050 Kg Paku biasa @ Rp 14,950.00 = Rp 747.50
Jumlah (1) = Rp 34,011.50 9.15.2 Tenaga
0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.290 Org Tukang kayu @ Rp 35,000.00 = Rp 10,150.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00 Jumlah (2) = Rp 15,907.50
Jumlah (1) + (2) = Rp 49,919.00
9.16 1 m² Langit - langit gypsum board, tebal 9 mm + Rangka kayu meranti9.16.1 Bahan
0.364 Lbr Gypsum board (120 x 240 x 9) mm @ Rp 104,500.00 = Rp 38,038.00 0.170 Kg Paku / Paku skrup @ Rp 14,950.00 = Rp 2,541.50 0.012 M³ Kayu meranti, balok @ Rp 2,772,000.00 = Rp 33,264.00
Jumlah (1) = Rp 73,843.50 9.16.2 Tenaga
0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00 0.300 Org Tukang kayu @ Rp 35,000.00 = Rp 10,500.00 0.030 Org Kepala tukang @ Rp 37,500.00 = Rp 1,125.00 0.013 Org Mandor @ Rp 40,000.00 = Rp 520.00
Jumlah (2) = Rp 19,645.00 Jumlah (1) + (2) = Rp 93,488.50
9.17 1 m² Langit - langit gypsum board, tebal 9 mm + Rangka Metalfuring9.17.1 Bahan
0.364 Lbr Gypsum board (120 x 240 x 9) mm @ Rp 104,500.00 = Rp 38,038.00 1.000 m2 Metalfuring @ Rp 30,000.00 = Rp 30,000.00
20.000 % Accessories = Rp 6,000.00 Jumlah (1) = Rp 74,038.00
9.17.2 Tenaga
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 77
0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 0.300 Org Tukang kayu @ Rp 35,000.00 = Rp 10,500.00 0.030 Org Kepala tukang @ Rp 37,500.00 = Rp 1,125.00
0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00 Jumlah (2) = Rp 32,825.00
Jumlah (1) + (2) = Rp 106,863.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 78
10. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP LANTAI
10.1 1 m² Pasang lantai ubin pc abu - abu ukuran 20 x 20 cm10.1.1 Bahan
1.000 m2 Ubin abu - abu @ Rp 24,640.00 = Rp 24,640.00 10.400 Kg Semen portland @ Rp 984.00 = Rp 10,233.60
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75 Jumlah (1) = Rp 37,967.35
10.1.2 Tenaga0.270 Org Pekerja @ Rp 30,000.00 = Rp 8,100.00 0.130 Org Tukang batu @ Rp 35,000.00 = Rp 4,550.00 0.130 Org Kepala tukang @ Rp 37,500.00 = Rp 4,875.00
0.014 Org Mandor @ Rp 40,000.00 = Rp 560.00 Jumlah (2) = Rp 18,085.00
Jumlah (1) + (2) = Rp 56,052.35
10.2 1 m² Pasang lantai ubin warna ukuran 20 x 20 cm10.2.1 Bahan
1.000 m2 Ubin warna 20 x 20 cm @ Rp 26,840.00 = Rp 26,840.00 8.760 Kg Semen portland @ Rp 984.00 = Rp 8,619.84 0.023 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,581.25
0.900 Kg Semen warna @ Rp 2,875.00 = Rp 2,587.50 Jumlah (1) = Rp 39,628.59
10.2.2 Tenaga0.270 Org Pekerja @ Rp 30,000.00 = Rp 8,100.00 0.130 Org Tukang batu @ Rp 35,000.00 = Rp 4,550.00 0.013 Org Kepala tukang @ Rp 37,500.00 = Rp 487.50
0.0135 Org Mandor @ Rp 40,000.00 = Rp 540.00 Jumlah (2) = Rp 13,677.50
Jumlah (1) + (2) = Rp 53,306.09
10.3 1 m' Pasang plint keramik artistik 10 x 20 cm10.3.1 Bahan
1.00 M' Plint keramik artistik 10 x 20 cm @ Rp 43,120.00 = Rp 43,120.00 1.65 Kg Semen portland @ Rp 984.00 = Rp 1,623.60
0.0032 M³ Pasir pasang @ Rp 68,750.00 = Rp 220.00
0.100 Kg Semen warna @ Rp 2,875.00 = Rp 287.50 Jumlah (1) = Rp 45,251.10
10.3.2 Tenaga0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00 0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00 0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.0045 Org Mandor @ Rp 40,000.00 = Rp 180.00 Jumlah (2) = Rp 6,367.50
Jumlah (1) + (2) = Rp 51,618.60
10.4 1 m' Pasang plint keramik artistik 5 x 20 cm10.4.1 Bahan
1.00 M' Plint keramik artistik 5 x 20 cm @ Rp 43,120.00 = Rp 43,120.00 0.850 Kg Semen portland @ Rp 984.00 = Rp 836.40
0.0022 M³ Pasir pasang @ Rp 68,750.00 = Rp 151.25
0.080 Kg Semen warna @ Rp 2,875.00 = Rp 230.00 Jumlah (1) = Rp 44,337.65
10.4.2 Tenaga0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00 0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00 0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.0045 Org Mandor @ Rp 40,000.00 = Rp 180.00 Jumlah (2) = Rp 6,367.50
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 79
Jumlah (1) + (2) = Rp 50,705.15
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 80
10.5 1 m² Pasang lantai keramik 20 x 20 cm10.5.1 Bahan
1.000 m2 Keramik 20 x 20 cm @ Rp 49,500.00 = Rp 49,500.00 11.380 Kg Semen portland @ Rp 984.00 = Rp 11,197.92
0.042 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,887.50
1.500 Kg Semen warna @ Rp 2,875.00 = Rp 4,312.50 Jumlah (1) = Rp 67,897.92
10.5.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.170 Org Tukang batu @ Rp 35,000.00 = Rp 5,950.00 0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 12,962.50
Jumlah (1) + (2) = Rp 80,860.42
10.6 1 m² Pasang lantai keramik 30 x 30 cm ( Polos )10.6.1 Bahan
1.000 m2 Ubin keramik 30 x 30 cm @ Rp 48,000.00 = Rp 48,000.00 11.380 Kg Semen portland @ Rp 984.00 = Rp 11,197.92
0.042 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,887.50
1.500 Kg Semen warna @ Rp 2,875.00 = Rp 4,312.50 Jumlah (1) = Rp 66,397.92
10.6.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.160 Org Tukang batu @ Rp 35,000.00 = Rp 5,600.00 0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 12,612.50
Jumlah (1) + (2) = Rp 79,010.42
10.7 1 m² Pasang lantai keramik 40 x 40 cm ( Motif )10.7.1 Bahan
1.000 m2 Ubin keramik 40 x 40 cm @ Rp 92,400.00 = Rp 92,400.00 11.380 Kg Semen portland @ Rp 984.00 = Rp 11,197.92
0.042 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,887.50
1.500 Kg Semen warna @ Rp 2,875.00 = Rp 4,312.50 Jumlah (1) = Rp 110,797.92
10.7.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.160 Org Tukang batu @ Rp 35,000.00 = Rp 5,600.00 0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 12,612.50
Jumlah (1) + (2) = Rp 123,410.42
10.8 1 m² Pasang lantai mosaik 30 x 30 cm, Motif 10.8.1 Bahan
1.000 m2 Mosaik 30 x 30 cm @ Rp 92,400.00 = Rp 92,400.00 14.150 Kg Semen portland @ Rp 984.00 = Rp 13,923.60
0.039 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,681.25
2.000 Kg Semen warna @ Rp 2,875.00 = Rp 5,750.00 Jumlah (1) = Rp 114,754.85
10.8.2 Tenaga0.620 Org Pekerja @ Rp 30,000.00 = Rp 18,600.00 0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00 0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 33,362.50
Jumlah (1) + (2) = Rp 148,117.35
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 81
10.9 1 m² Pasang dinding keramik 25 x 30 cm10.9.1 Bahan
1.000 m2 Keramik 25 x 30 cm @ Rp 49,500.00 = Rp 49,500.00 9.300 Kg Semen abu - abu @ Rp 984.00 = Rp 9,151.20 0.018 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,237.50
1.500 Kg Semen warna @ Rp 2,875.00 = Rp 4,312.50 Jumlah (1) = Rp 64,201.20
10.9.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.300 Org Tukang batu @ Rp 35,000.00 = Rp 10,500.00 0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 19,012.50
Jumlah (1) + (2) = Rp 83,213.70 10.10 1 m² Pasang dinding keramik 10 x 20 cm
10.10.1 Bahan1.000 m2 Keramik 10 x 20 cm @ Rp 49,500.00 = Rp 49,500.00 9.300 Kg Semen abu - abu @ Rp 984.00 = Rp 9,151.20 0.018 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,237.50
1.500 Kg Semen warna @ Rp 2,875.00 = Rp 4,312.50 Jumlah (1) = Rp 64,201.20
10.10.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.300 Org Tukang batu @ Rp 35,000.00 = Rp 10,500.00 0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 19,012.50
Jumlah (1) + (2) = Rp 83,213.70 10.11 1 m² Pasang dinding keramik 20 x 20 cm
10.11.1 Bahan1.000 m2 Keramik 20 x 20 cm @ Rp 49,500.00 = Rp 49,500.00 9.300 Kg Semen abu - abu @ Rp 984.00 = Rp 9,151.20 0.018 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,237.50
1.500 Kg Semen warna @ Rp 2,875.00 = Rp 4,312.50 Jumlah (1) = Rp 64,201.20
10.11.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00
0.2200 Org Tukang batu @ Rp 35,000.00 = Rp 7,700.00 0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 16,212.50
Jumlah (1) + (2) = Rp 80,413.70
10.12 1 m² Pasang dinding keramik 20 x 25 cm10.12.1 Bahan
1.000 m2 Keramik 20 x 25 cm @ Rp 49,500.00 = Rp 49,500.00 9.300 Kg Semen abu - abu @ Rp 984.00 = Rp 9,151.20 0.018 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,237.50
1.500 Kg Semen warna @ Rp 2,875.00 = Rp 4,312.50 Jumlah (1) = Rp 64,201.20
10.12.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00
0.2000 Org Tukang batu @ Rp 35,000.00 = Rp 7,000.00 0.0350 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 15,512.50
Jumlah (1) + (2) = Rp 79,713.70 10.13 1 m' Plint kayu 2 x 10 cm
10.13.1 Bahan
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 82
0.0024 M³ Kayu kamper papan @ Rp 6,875,000.00 = Rp 16,500.00 0.050 Kg Paku skrup 3,5" @ Rp 14,950.00 = Rp 747.50
Jumlah (1) = Rp 17,247.50 10.13.2 Tenaga
0.120 Org Pekerja @ Rp 30,000.00 = Rp 3,600.00 0.120 Org Tukang batu @ Rp 35,000.00 = Rp 4,200.00 0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.006 Org Mandor @ Rp 40,000.00 = Rp 240.00 Jumlah (2) = Rp 8,490.00
Jumlah (1) + (2) = Rp 25,737.50 11. ANALISA BIAYA KONSTRUKSI PEKERJAAN BESI DAN ALUMUNIUM
11.2 Memasang 1 kg Besi profil11.2.1 Bahan
1.150 Kg Besi profil @ Rp 10,925.00 = Rp 12,563.75 Jumlah (1) = Rp 12,563.75
11.2.2 Tenaga0.060 Org Pekerja @ Rp 30,000.00 = Rp 1,800.00 0.060 Org Tukang besi @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00 0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00
Jumlah (2) = Rp 4,245.00 Jumlah (1) + (2) = Rp 16,808.75
11.3 Memasang 1 kg Rangka kuda-kuda baja WF11.3.1 Bahan
1.150 Kg Besi baja WF @ Rp 10,925.00 = Rp 12,563.75 Jumlah (1) = Rp 12,563.75
11.3.2 Tenaga0.060 Org Pekerja @ Rp 30,000.00 = Rp 1,800.00 0.060 Org Tukang besi @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00 0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00
Jumlah (2) = Rp 4,245.00 Jumlah (1) + (2) = Rp 16,808.75
11.4 Memasang 1 kg Rangka kuda-kuda baja siku11.4.1 Bahan
1.150 Kg Besi baja siku @ Rp 10,925.00 = Rp 12,563.75 Jumlah (1) = Rp 12,563.75
11.4.2 Tenaga0.060 Org Pekerja @ Rp 30,000.00 = Rp 1,800.00 0.060 Org Tukang besi @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00 0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00
Jumlah (2) = Rp 4,245.00 Jumlah (1) + (2) = Rp 16,808.75
11.5 Memasang 1 kg Rangka kuda-kuda baja C11.5.1 Bahan
1.150 Kg Besi baja C @ Rp 10,925.00 = Rp 12,563.75 Jumlah (1) = Rp 12,563.75
11.5.2 Tenaga0.060 Org Pekerja @ Rp 30,000.00 = Rp 1,800.00 0.060 Org Tukang besi @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00 0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00
Jumlah (2) = Rp 4,245.00 Jumlah (1) + (2) = Rp 16,808.75
11.6 Memasang 1 kg Plat simpul , landasan, ikatan gording & Trekstang11.6.1 Bahan
1.150 Kg Besi Plat landasan ,Trekstang @ Rp 14,375.00 = Rp 16,531.25
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 83
Jumlah (1) = Rp 16,531.25 11.6.2 Tenaga
0.060 Org Pekerja @ Rp 30,000.00 = Rp 1,800.00 0.060 Org Tukang besi @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00 0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00
Jumlah (2) = Rp 4,245.00 Jumlah (1) + (2) = Rp 20,776.25
11.7 1 Kg Fabrikasi & Pemasangan Rangka Pipa Galvanis11.7.1 Bahan
1.100 Kg Besi Galvanis @ Rp 9,790.00 = Rp 10,769.00 0.020 Kg Elektroda @ Rp 49,500.00 = Rp 990.00 0.080 Kg Meni besi @ Rp 25,875.00 = Rp 2,070.00
Jumlah (1) = Rp 13,829.00 11.7.2 Tenaga
0.0035 Org Pekerja @ Rp 30,000.00 = Rp 105.00 0.0101 Org Tukang besi / las @ Rp 35,000.00 = Rp 353.50 0.0160 Org Mandor @ Rp 40,000.00 = Rp 640.00
Jumlah (2) = Rp 1,098.50 Jumlah (1) + (2) = Rp 14,927.50
11.8 1 m² Pasang pintu besi baja11.8.1 Bahan
1.000 M² Pintu besi baja @ Rp 517,500.00 = Rp 517,500.00 Jumlah (1) = Rp 517,500.00
11.8.2 Tenaga0.650 Org Tukang besi konstruksi @ Rp 35,000.00 = Rp 22,750.00 0.650 Org Pekerja @ Rp 30,000.00 = Rp 19,500.00 0.065 Org Kepala tukang @ Rp 37,500.00 = Rp 2,437.50 0.032 Org Mandor @ Rp 40,000.00 = Rp 1,280.00
Jumlah (2) = Rp 45,967.50 Jumlah (1) + (2) = Rp 563,467.50
11.9 1 m² Pasang jendela besi 11.9.1 Bahan
1.000 M² Jendela besi @ Rp 440,000.00 = Rp 440,000.00 Jumlah (1) = Rp 440,000.00
11.9.2 Tenaga1.050 Org Tukang besi konstruksi @ Rp 35,000.00 = Rp 36,750.00 1.050 Org Pekerja @ Rp 30,000.00 = Rp 31,500.00 0.105 Org Kepala tukang @ Rp 37,500.00 = Rp 3,937.50
0.00525 Org Mandor @ Rp 40,000.00 = Rp 210.00 Jumlah (2) = Rp 72,397.50
Jumlah (1) + (2) = Rp 512,397.50
11.10 1 m² Pasang teralis besi11.10.1 Bahan
11.500 M' Besi strip 2 x 3 @ Rp 9,275.00 = Rp 106,662.50 Jumlah (1) = Rp 106,662.50
11.10.2 Tenaga 1.200 Org Tukang las @ Rp 35,000.00 = Rp 42,000.00 1.200 Org Pekerja @ Rp 30,000.00 = Rp 36,000.00 0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.001 Org Mandor @ Rp 40,000.00 = Rp 24.00 Jumlah (2) = Rp 78,474.00
Jumlah (1) + (2) = Rp 185,136.50
11.11 1 m² Pasang kawat harmonika11.11.1 Bahan
1.100 M² Kawat harmonika @ Rp 20,125.00 = Rp 22,137.50 0.020 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 299.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 84
0.0018 M³ Kayu kamper, papan @ Rp 6,875,000 = Rp 12,375.00 Jumlah (1) = Rp 34,811.50
11.11.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0005 Org Mandor @ Rp 40,000.00 = Rp 20.00 Jumlah (2) = Rp 6,895.00
Jumlah (1) + (2) = Rp 41,706.50
11.12 1 m² Pasang kawat kassa11.12.1 Bahan
1.100 M² Kawat kassa @ Rp 67,650.00 = Rp 74,415.00 0.020 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 299.00
0.0018 M³ Kayu kamper, papan @ Rp 6,875,000 = Rp 12,375.00 Jumlah (1) = Rp 87,089.00
11.12.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0005 Org Mandor @ Rp 40,000.00 = Rp 20.00 Jumlah (2) = Rp 6,895.00
Jumlah (1) + (2) = Rp 93,984.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 85
11.13 1 m² Pasang jendela nako & tralis11.13.1 Bahan
1.100 M² Jendela nako (rangka+kaca 5mm) @ Rp 67,760.00 = Rp 74,536.00 10.000 Buah Paku skrup 1 cm - 2.5 cm @ Rp 1,150.00 = Rp 11,500.00
7.000 m' Besi strip @ Rp 10,925.00 = Rp 76,475.00 Jumlah (1) = Rp 162,511.00
11.13.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.001 Org Mandor @ Rp 40,000.00 = Rp 40.00 Jumlah (2) = Rp 13,790.00
Jumlah (1) + (2) = Rp 176,301.00
11.14 1 m' Pasang talang datar, seng BJLS 3011.14.1 Bahan
1.000 m' Seng plat ukuran 70 BJLS 30 @ Rp 29,900.00 = Rp 29,900.00 0.015 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 224.25
0.0096 M³ Kayu meranti , papan @ Rp 2,882,000.0 = Rp 27,667.20
0.250 Kg Flincote / meni besi @ Rp 25,875.00 = Rp 6,468.75 Jumlah (1) = Rp 64,260.20
11.14.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.400 Org Tukang kayu @ Rp 35,000.00 = Rp 14,000.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.00125 Org Mandor @ Rp 40,000.00 = Rp 50.00 Jumlah (2) = Rp 19,487.50
Jumlah (1) + (2) = Rp 83,747.70
11.15 1 m' Pasang talang miring, seng BJLS 3011.15.1 Bahan
1.00 m' Seng plat ukuran 90 BJLS 30 @ Rp 34,500.00 = Rp 34,500.00 0.015 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 224.25 0.019 M³ Kayu meranti , papan @ Rp 2,882,000.0 = Rp 54,758.00
0.300 Kg Flincote / meni besi @ Rp 25,875.00 = Rp 7,762.50 Jumlah (1) = Rp 97,244.75
11.15.2 Tenaga0.040 Org Pekerja @ Rp 30,000.00 = Rp 1,200.00 0.400 Org Tukang kayu @ Rp 35,000.00 = Rp 14,000.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.00125 Org Mandor @ Rp 40,000.00 = Rp 50.00 Jumlah (2) = Rp 16,187.50
Jumlah (1) + (2) = Rp 113,432.25
11.16 1 m' Pasang talang datar / jurai, seng BJLS 30 lebar 90 cm11.16.1 Bahan
1.050 m' Seng plat @ Rp 34,500.00 = Rp 36,225.00 0.015 Kg Paku 1 cm - 2,5 cm @ Rp 14,950.00 = Rp 224.25
0.019 m3 Papan kayu kruing @ Rp 4,025,000.00 = Rp 76,475.00 Jumlah (1) = Rp 112,924.25
11.16.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.400 Org Tukang besi @ Rp 35,000.00 = Rp 14,000.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 21,337.50
Jumlah (1) + (2) = Rp 134,261.75
11.17 1 Batang Memasang Tiang Pagar PMG 2" Tinggi 1,5 M
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 86
11.17.1 Bahan
1.500 m' Besi Pipa Galvanis medium 2" @ Rp 54,220.00 = Rp 81,330.00 Jumlah (1) = Rp 81,330.00
11.17.2 Tenaga0.063 hari Tukang @ Rp 35,000.00 = Rp 2,205.00
0.250 hari Pekerja @ Rp 30,000.00 = Rp 7,500.00 Jumlah (2) = Rp 9,705.00
Jumlah (1) + (2) = Rp 91,035.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 87
11.18 1 m' Pasang talang miring, seng BJLS 3011.18.1 Bahan
1.00 m' Seng plat ukuran 90 BJLS 30 @ Rp 34,500.00 = Rp 34,500.00 0.015 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 224.25 0.019 M³ Kayu meranti , papan @ Rp 2,882,000.0 = Rp 54,758.00
0.300 Kg Flincote / meni besi @ Rp 25,875.00 = Rp 7,762.50 Jumlah (1) = Rp 97,244.75
11.18.2 Tenaga0.040 Org Pekerja @ Rp 30,000.00 = Rp 1,200.00 0.400 Org Tukang kayu @ Rp 35,000.00 = Rp 14,000.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.00125 Org Mandor @ Rp 40,000.00 = Rp 50.00 Jumlah (2) = Rp 16,187.50
Jumlah (1) + (2) = Rp 113,432.25
11.19 1 m' Pasang talang ½ lingkaran D-10 cm, seng bjls 3011.19.1 Bahan
0.300 Lbr Seng plat 3' x 6' bjls 30 @ Rp 34,500.00 = Rp 10,350.00 0.100 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 1,495.00 0.019 M³ Kayu borneo , papan @ Rp 2,882,000.0 = Rp 54,758.00
0.500 Kg Besi strip @ Rp 10,925.00 = Rp 5,462.50 Jumlah (1) = Rp 72,065.50
11.19.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.250 Org Tukang kayu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.00125 Org Mandor @ Rp 40,000.00 = Rp 50.00 Jumlah (2) = Rp 14,237.50
Jumlah (1) + (2) = Rp 86,303.00
11.20 1 m' Pasang talang ½ lingkaran D-15 cm, seng plat BJLS 30 lebar 45 cm11.20.1 Bahan
1.050 Lbr Seng plat @ Rp 19,712.00 = Rp 20,697.60 0.010 Kg Paku 1 cm - 2.5 cm @ Rp 14,950.00 = Rp 149.50
0.500 Kg Besi strip @ Rp 10,925.00 = Rp 5,462.50 Jumlah (1) = Rp 26,309.60
11.20.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.300 Org Tukang besi @ Rp 35,000.00 = Rp 10,500.00 0.030 Org Kepala tukang @ Rp 37,500.00 = Rp 1,125.00
0.007 Org Mandor @ Rp 40,000.00 = Rp 280.00 Jumlah (2) = Rp 16,405.00
Jumlah (1) + (2) = Rp 42,714.60 11.21 1m2 Pagar Profil
11.21.1 Bahan
1.000 m2 Pagar Profil @ Rp 495,000.00 = Rp 495,000.00 Jumlah (1) = Rp 495,000.00
11.21.2 Tenaga0.063 hari Tukang besi @ Rp 35,000.00 = Rp 2,205.00
0.250 hari Pekerja @ Rp 30,000.00 = Rp 7,500.00 Jumlah (2) = Rp 9,705.00
Jumlah (1) + (2) = Rp 504,705.00 11.22 1 m² Pasang pintu aluminium
11.18.1 Bahan
1.000 M² Pintu aluminium @ Rp 247,500.00 = Rp 247,500.00 Jumlah (1) = Rp 247,500.00
11.18.2 Tenaga1.050 Org Tukang besi konstruksi @ Rp 35,000.00 = Rp 36,750.00 1.050 Org Pekerja @ Rp 30,000.00 = Rp 31,500.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 88
0.105 Org Kepala tukang @ Rp 37,500.00 = Rp 3,937.50
0.0052 Org Mandor @ Rp 40,000.00 = Rp 208.00 Jumlah (2) = Rp 72,395.50
Jumlah (1) + (2) = Rp 319,895.50
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 89
11.23 1 m² Pasang kawat nyamuk11.23.1 Bahan
1.100 M² Kawat nyamuk @ Rp 67,650.00 = Rp 74,415.00 0.020 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 299.00
0.0018 M³ Kayu kamper, papan @ Rp 6,875,000 = Rp 12,375.00 Jumlah (1) = Rp 87,089.00
11.23.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0005 Org Mandor @ Rp 40,000.00 = Rp 20.00 Jumlah (2) = Rp 6,895.00
Jumlah (1) + (2) = Rp 93,984.00
11.24 1 M' Memasang Tiang Pagar BRC11.24.1 Tenaga
0.063 hari Tukang besi @ Rp 35,000.00 = Rp 2,205.00 0.250 hari Pekerja @ Rp 30,000.00 = Rp 7,500.00 0.458 bh Klem @ Rp 1,237.50 = Rp 566.78
0.917 bh Baut @ Rp 1,485.00 = Rp 1,361.75 Jumlah = Rp 11,633.52
0.458 btg @ Rp 82,800.00 = Rp 37,922.40 Rp 49,555.92 0.458 btg @ Rp 123,625.00 = Rp 56,620.25 Rp 68,253.77 0.458 btg @ Rp 77,962.50 = Rp 35,706.83 Rp 47,340.35 0.458 btg @ Rp 84,150.00 = Rp 38,540.70 Rp 50,174.22 0.458 btg @ Rp 129,950.00 = Rp 59,517.10 Rp 71,150.62 0.458 btg @ Rp 135,930.00 = Rp 62,255.94 Rp 73,889.46 0.458 btg @ Rp 104,650.00 = Rp 47,929.70 Rp 59,563.22 0.458 btg @ Rp 121,900.00 = Rp 55,830.20 Rp 67,463.72 0.458 btg @ Rp 135,700.00 = Rp 62,150.60 Rp 73,784.12 0.458 btg @ Rp 147,200.00 = Rp 67,417.60 Rp 79,051.12 0.458 btg @ Rp 163,300.00 = Rp 74,791.40 Rp 86,424.92 0.458 btg @ Rp 203,550.00 = Rp 93,225.90 Rp 104,859.42
11.25 1 M' Pagar BRC uk. 2400 x 900 galvanize 11.25.1 Bahan
0.417 unit Pagar BRC @ Rp 193,200.00 = Rp 80,564.40 Jumlah (1) = Rp 80,564.40
11.25.2 Tenaga0.026 hari Tukang besi @ Rp 35,000.00 = Rp 910.00
0.104 hari Pekerja @ Rp 30,000.00 = Rp 3,120.00 Jumlah (2) = Rp 4,030.00
Jumlah (1) + (2) = Rp 84,594.40
11.26 1 M' Pagar BRC uk. 2400 x 1200 galvanize 11.26.1 Bahan
0.417 unit Pagar BRC @ Rp 239,200.00 = Rp 99,746.40 Jumlah (1) = Rp 99,746.40
11.26.2 Tenaga0.026 hari Tukang besi @ Rp 35,000.00 = Rp 910.00
0.104 hari Pekerja @ Rp 30,000.00 = Rp 3,120.00 Jumlah (2) = Rp 4,030.00
Jumlah (1) + (2) = Rp 103,776.40
11.27 1 M' Pagar BRC uk. 2400 x 1500 galvanize 11.27.1 Bahan
0.417 unit Pagar BRC @ Rp 253,687.50 = Rp 105,787.69 Jumlah (1) = Rp 105,787.69
11.27.2 Tenaga
Tiang penghubung Uk. f 1.5" x 1200
Tiang penghubung Uk. f 1.5" x 1500
Tiang penghubung Uk. f 1.5" x 1800
Tiang penghubung Uk. f 1.5" x 2000
Tiang penghubung Uk. f 1.5" x 2250
Tiang penghubung Uk. f 1.5" x 2400
Tiang penghubung Uk. f 2.0" x 1200
Tiang penghubung Uk. f 2.0" x 1500
Tiang penghubung Uk. f 2.0" x 1800
Tiang penghubung Uk. f 2.0" x 2000
Tiang penghubung Uk. f 2.0" x 2250
Tiang penghubung Uk. f 2.0" x 2400
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 90
0.026 hari Tukang besi @ Rp 35,000.00 = Rp 910.00
0.104 hari Pekerja @ Rp 30,000.00 = Rp 3,120.00 Jumlah (2) = Rp 4,030.00
Jumlah (1) + (2) = Rp 109,817.69
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 91
11.28 1 M' Pagar BRC uk. 2400 x 1750 galvanize 11.28.1 Bahan
0.417 unit Pagar BRC @ Rp 368,000.00 = Rp 153,456.00 Jumlah (1) = Rp 153,456.00
11.28.2 Tenaga0.026 hari Tukang besi @ Rp 35,000.00 = Rp 910.00
0.104 hari Pekerja @ Rp 30,000.00 = Rp 3,120.00 Jumlah (2) = Rp 4,030.00
Jumlah (1) + (2) = Rp 157,486.00
11.29 1 M' Pagar BRC uk. 2400 x 1900 galvanize 11.29.1 Bahan
0.417 unit Pagar BRC @ Rp 393,300.00 = Rp 164,006.10 Jumlah (1) = Rp 164,006.10
11.29.2 Tenaga0.026 hari Tukang besi @ Rp 35,000.00 = Rp 910.00
0.104 hari Pekerja @ Rp 30,000.00 = Rp 3,120.00 Jumlah (2) = Rp 4,030.00
Jumlah (1) + (2) = Rp 168,036.10
11.30 1 unit Pintu Pagar BRC Swing Tunggal uk. 1000 x 1000 11.30.1 Bahan
1.000 unit Pintu @ Rp 306,900.00 = Rp 306,900.00 Jumlah (1) = Rp 306,900.00
11.30.2 Tenaga0.063 hari Tukang besi @ Rp 35,000.00 = Rp 2,205.00
0.250 hari Pekerja @ Rp 30,000.00 = Rp 7,500.00 Jumlah (2) = Rp 9,705.00
Jumlah (1) + (2) = Rp 316,605.00
11.31 1 unit Pintu Pagar BRC Swing Tunggal uk. 1000 x 1200 11.31.1 Bahan
1.000 unit Pintu @ Rp 346,500.00 = Rp 346,500.00 Jumlah (1) = Rp 346,500.00
11.31.2 Tenaga0.076 hari Tukang besi @ Rp 35,000.00 = Rp 2,660.00
0.300 hari Pekerja @ Rp 30,000.00 = Rp 9,000.00 Jumlah (2) = Rp 11,660.00
Jumlah (1) + (2) = Rp 358,160.00
11.32 1 unit Pintu Pagar BRC Swing Tunggal uk. 1000 x 1500 11.32.1 Bahan
1.000 unit Pintu @ Rp 470,250.00 = Rp 470,250.00 Jumlah (1) = Rp 470,250.00
11.32.2 Tenaga0.095 hari Tukang besi @ Rp 35,000.00 = Rp 3,325.00
0.375 hari Pekerja @ Rp 30,000.00 = Rp 11,250.00 Jumlah (2) = Rp 14,575.00
Jumlah (1) + (2) = Rp 484,825.00
11.33 1 unit Pintu Pagar BRC Swing Ganda uk. 2500 x 1200 11.33.1 Bahan
1.000 unit Pintu @ Rp 841,225.00 = Rp 841,225.00 Jumlah (1) = Rp 841,225.00
11.33.2 Tenaga0.233 hari Tukang besi @ Rp 35,000.00 = Rp 8,155.00
0.925 hari Pekerja @ Rp 30,000.00 = Rp 27,750.00 Jumlah (2) = Rp 35,905.00
Jumlah (1) + (2) = Rp 877,130.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 92
11.34 1 unit Pintu Pagar BRC Swing Ganda uk. 2500 x 1500 11.34.1 Bahan
1.000 unit Pintu @ Rp 1,051,100.00 = Rp 1,051,100.00 Jumlah (1) = Rp 1,051,100.00
11.34.2 Tenaga0.252 hari Tukang besi @ Rp 35,000.00 = Rp 8,820.00
1.000 hari Pekerja @ Rp 30,000.00 = Rp 30,000.00 Jumlah (2) = Rp 38,820.00
Jumlah (1) + (2) = Rp 1,089,920.00
11.35 1 unit Pintu Pagar BRC Swing Ganda uk. 3000 x 1200 11.35.1 Bahan
1.000 unit Pintu @ Rp 1,006,250.00 = Rp 1,006,250.00 Jumlah (1) = Rp 1,006,250.00
11.35.2 Tenaga0.265 hari Tukang besi @ Rp 35,000.00 = Rp 9,275.00
1.050 hari Pekerja @ Rp 30,000.00 = Rp 31,500.00 Jumlah (2) = Rp 40,775.00
Jumlah (1) + (2) = Rp 1,047,025.00
11.36 1 unit Pintu Pagar BRC Swing Ganda uk. 3000 x 1500 11.36.1 Bahan
1.000 unit Pintu @ Rp 1,265,000.00 = Rp 1,265,000.00 Jumlah (1) = Rp 1,265,000.00
11.36.2 Tenaga0.284 hari Tukang besi @ Rp 35,000.00 = Rp 9,940.00
1.125 hari Pekerja @ Rp 30,000.00 = Rp 33,750.00 Jumlah (2) = Rp 43,690.00
Jumlah (1) + (2) = Rp 1,308,690.00
11.37 1 unit Pintu Pagar BRC Dorong uk. 3000 x 1200 11.37.1 Bahan
1.000 unit Pintu @ Rp 1,299,375.00 = Rp 1,299,375.00 Jumlah (1) = Rp 1,299,375.00
11.37.2 Tenaga0.265 hari Tukang besi @ Rp 35,000.00 = Rp 9,275.00
1.050 hari Pekerja @ Rp 30,000.00 = Rp 31,500.00 Jumlah (2) = Rp 40,775.00
Jumlah (1) + (2) = Rp 1,340,150.00
11.38 1 unit Pintu Pagar BRC Dorong uk. 3000 x 1500 11.38.1 Bahan
1.000 unit Pintu @ Rp 1,485,000.00 = Rp 1,485,000.00 Jumlah (1) = Rp 1,485,000.00
11.38.2 Tenaga0.284 hari Tukang besi @ Rp 35,000.00 = Rp 9,940.00
1.125 hari Pekerja @ Rp 30,000.00 = Rp 33,750.00 Jumlah (2) = Rp 43,690.00
Jumlah (1) + (2) = Rp 1,528,690.00
11.39 1 m' Mengerjakan Kusen Aluminium11.39.1 Bahan
1.000 m Profil Aluminium 2" x 5" @ Rp 62,150.00 = Rp 62,150.00
2.000 m Karet kusen aluminium @ Rp 3,300.00 = Rp 6,600.00 Jumlah (1) = Rp 68,750.00
11.39.2 Tenaga1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 0.030 Org Tukang kayu @ Rp 35,000.00 = Rp 1,050.00 0.003 Org Kepala tukang @ Rp 37,500.00 = Rp 112.50
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 93
Jumlah (2) = Rp 33,162.50 Jumlah (1) + (2) = Rp 101,912.50
11.40 1 m' Mengerjakan Slimar Aluminium11.40.1 Bahan
1.000 m' Slimar Aluminium @ Rp 40,700.00 = Rp 40,700.00
1.000 m' Karet kusen aluminium @ Rp 3,300.00 = Rp 3,300.00 Jumlah (1) = Rp 44,000.00
11.40.2 Tenaga1.500 Org Pekerja @ Rp 30,000.00 = Rp 45,000.00 0.060 Org Tukang kayu @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 47,725.00
Jumlah (1) + (2) = Rp 91,725.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 94
11.41 1 m' Pasangan Talang Pembuluh Pipa PVC 4" Type D11.41.1 Bahan
1.000 m' Pipa PVC 4" Type D @ Rp 54,625.00 = Rp 54,625.00
1.000 bj Klem PVC @ Rp 1,725.00 = Rp 1,725.00 Jumlah (1) = Rp 56,350.00
11.41.2 Tenaga
0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00 Jumlah (2) = Rp 7,500.00
Jumlah (1) + (2) = Rp 63,850.00 11.42 1 m' Pasangan Talang Pembuluh Pipa PVC 3" Type D
11.42.1 Bahan1.000 m' Pipa PVC 3" Type D @ Rp 36,800.00 = Rp 36,800.00
1.000 bj Klem PVC @ Rp 1,725.00 = Rp 1,725.00 Jumlah (1) = Rp 38,525.00
11.42.2 Tenaga
0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00 Jumlah (2) = Rp 7,500.00
Jumlah (1) + (2) = Rp 46,025.00
12. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENGECATAN
12.1 1 m² Mengikis / Mengerok permukaan cat tembok lama12.1.1 Bahan
0.050 kg Soda api @ Rp 12,650.00 = Rp 632.50 Jumlah (1) = Rp 632.50
12.1.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 4,600.00
Jumlah (1) + (2) = Rp 5,232.50
12.2 1 m² Mencuci bidang permukaan tembok yang pernah di cat12.2.1 Bahan
0.050 kg Sabun @ Rp 5,000.00 = Rp 250.00 Jumlah (1) = Rp 250.00
12.2.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 4,600.00
Jumlah (1) + (2) = Rp 4,850.00
12.3 1 m² Mengerok karat cat lama permukaan baja dengan cara manual12.3.1 Bahan
0.050 kg Sabun @ Rp 5,000.00 = Rp 250.00 Jumlah (1) = Rp 250.00
12.3.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 4,600.00
Jumlah (1) + (2) = Rp 4,850.00
12.4 1 m² Menyabun permukaan tembok lama12.4.1 Bahan
0.050 kg Sabun @ Rp 5,000.00 = Rp 250.00 Jumlah (1) = Rp 250.00
12.4.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 4,600.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 95
Jumlah (1) + (2) = Rp 4,850.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 96
12.5 1 m² Mendempul dan menggosok kayu12.5.1 Bahan
0.080 Kg Dempul jadi @ Rp 14,375.00 = Rp 1,150.00 0.020 Kg Minyak cat @ Rp 8,050.00 = Rp 161.00
1.000 lbr Kertas gosok @ Rp 3,080.00 = Rp 3,080.00 Jumlah (1) = Rp 4,391.00
12.5.2 Tenaga0.040 Org Pekerja @ Rp 30,000.00 = Rp 1,200.00 0.040 Org Tukang cat @ Rp 35,000.00 = Rp 1,400.00 0.004 Org Kepala tukang @ Rp 37,500.00 = Rp 150.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 2,850.00
Jumlah (1) + (2) = Rp 7,241.00
12.6 1 m² Pengecatan bidang kayu lama12.6.1 Bahan
0.150 Kg Plamir @ Rp 14,375.00 = Rp 2,156.25 0.170 Kg Cat dasar @ Rp 51,750.00 = Rp 8,797.50
0.170 Kg Cat penutup @ Rp 51,750.00 = Rp 8,797.50 Jumlah (1) = Rp 19,751.25
12.6.2 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.075 Org Tukang cat @ Rp 35,000.00 = Rp 2,625.00
0.0075 Org Kepala tukang @ Rp 37,500.00 = Rp 281.25
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 5,106.25
Jumlah (1) + (2) = Rp 24,857.50
12.7 1 m² Pengecatan bidang kayu baru ( 1 lapis plamir ), 1 lapis cat dasar, 2 Lapis cat penutup12.7.1 Bahan
0.200 Kg Cat meni @ Rp 16,200.00 = Rp 3,240.00 0.150 Kg Plamir @ Rp 14,375.00 = Rp 2,156.25 0.170 Kg Cat dasar @ Rp 51,750.00 = Rp 8,797.50
0.260 Kg Cat penutup 2 kali @ Rp 51,750.00 = Rp 13,455.00 Jumlah (1) = Rp 27,648.75
12.72 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.009 Org Tukang cat @ Rp 35,000.00 = Rp 315.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 2,740.00
Jumlah (1) + (2) = Rp 30,388.75
12.8 1 m² Pengecatan bidang kayu baru ( 1 lapis plamir ), 1 lapis cat dasar, 3 lapis cat penutup.12.8.1 Bahan
0.200 Kg Cat meni @ Rp 16,200.00 = Rp 3,240.00 0.150 Kg Plamir @ Rp 14,375.00 = Rp 2,156.25 0.170 Kg Cat dasar @ Rp 51,750.00 = Rp 8,797.50
0.350 Kg Cat penutup 3 kali @ Rp 51,750.00 = Rp 18,112.50 Jumlah (1) = Rp 32,306.25
12.8.2 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.105 Org Tukang cat @ Rp 35,000.00 = Rp 3,675.00 0.004 Org Kepala tukang @ Rp 37,500.00 = Rp 150.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 6,025.00
Jumlah (1) + (2) = Rp 38,331.25
12.9 1 m² Pelaburan bidang kayu dengan teak oil
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 97
12.9.1 Bahan
0.360 Ltr Teak oil @ Rp 42,000.00 = Rp 15,120.00 Jumlah (1) = Rp 15,120.00
12.9.2 Tenaga0.040 Org Pekerja @ Rp 30,000.00 = Rp 1,200.00 0.063 Org Tukang cat @ Rp 35,000.00 = Rp 2,205.00 0.063 Org Kepala tukang @ Rp 37,500.00 = Rp 2,362.50
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 5,867.50
Jumlah (1) + (2) = Rp 20,987.50 12.10 1 m² Pelaburan bidang kayu dengan politur
12.10.1 Bahan0.150 Ltr Politur @ Rp 54,050.00 = Rp 8,107.50 0.372 Ltr Politur jadi @ Rp 54,050.00 = Rp 20,106.60
2.000 Lbr Amplas @ Rp 3,080.00 = Rp 6,160.00 Jumlah (1) = Rp 34,374.10
12.10.2 Tenaga- Org Pekerja @ Rp 30,000.00 =
0.060 Org Tukang cat @ Rp 35,000.00 = Rp 2,100.00 0.016 Org Kepala tukang @ Rp 37,500.00 = Rp 600.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 2,800.00
Jumlah (1) + (2) = Rp 37,174.10
12.11 1 m² Pelaburan bidang kayu dengan cat residu dan ter12.11.1 Bahan
0.350 Ltr Residu atau ter @ Rp 18,000.00 = Rp 6,300.00 Jumlah (1) = Rp 6,300.00
12.11.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00
0.006 Org Mandor @ Rp 40,000.00 = Rp 240.00 Jumlah (2) = Rp 3,240.00
Jumlah (1) + (2) = Rp 9,540.00 12.12 1 m² Pelaburan bidang kayu dengan vernis
12.12.1 Bahan0.150 Ltr Vernis @ Rp 30,000.00 = Rp 4,500.00 0.050 Kg Dempul @ Rp 14,375.00 = Rp 718.75 0.100 Lbr Ampelas @ Rp 3,080.00 = Rp 308.00
0.010 Bh Kuas @ Rp 6,160.00 = Rp 61.60 Jumlah (1) = Rp 5,588.35
12.12.2 Tenaga0.020 Org Pekerja @ Rp 30,000.00 = Rp 600.00 0.063 Org Tukang cat @ Rp 35,000.00 = Rp 2,205.00
0.0063 Org Kepala tukang @ Rp 37,500.00 = Rp 236.25
0.0025 Org Mandor @ Rp 40,000.00 = Rp 3,041.25 Jumlah (2) = Rp 6,082.50
Jumlah (1) + (2) = Rp 11,670.85 12.13 1 m² Pengecatan tembok baru ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup )
12.13.1 Bahan0.100 Kg Plamir @ Rp 5,750.00 = Rp 575.00 0.100 Kg Cat dasar @ Rp 12,650.00 = Rp 1,265.00
0.260 Kg Cat penutup 2x @ Rp 12,650.00 = Rp 3,289.00 Jumlah (1) = Rp 5,129.00
12.13.2 Tenaga0.020 Org Pekerja @ Rp 30,000.00 = Rp 600.00 0.063 Org Tukang cat @ Rp 35,000.00 = Rp 2,205.00
0.0063 Org Kepala tukang @ Rp 37,500.00 = Rp 236.25
0.0025 Org Mandor @ Rp 40,000.00 = Rp 3,041.25 Jumlah (2) = Rp 6,082.50
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 98
Jumlah (1) + (2) = Rp 11,211.50
12.14 1 m² Pengecatan tembok lama ( 1 lapis cat dasar, 2 lapis cat penutup )12.14.1 Bahan
0.120 Kg Cat dasar @ Rp 12,650.00 = Rp 1,518.00
0.180 Kg Cat penutup 2x @ Rp 12,650.00 = Rp 2,277.00 Jumlah (1) = Rp 3,795.00
12.14.2 Tenaga0.028 Org Pekerja @ Rp 30,000.00 = Rp 840.00 0.042 Org Tukang cat @ Rp 35,000.00 = Rp 1,470.00
0.0042 Org Kepala tukang @ Rp 37,500.00 = Rp 157.50
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 2,567.50
Jumlah (1) + (2) = Rp 6,362.50
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 99
12.15 1 m² Pegecatan permukaan baja dengan meni besi12.15.1 Bahan
0.100 Kg Meni besi @ Rp 25,875.00 = Rp 2,587.50
0.010 Bh Kuas @ Rp 6,160.00 = Rp 61.60 Jumlah (1) = Rp 2,649.10
12.15.2 Tenaga0.020 Org Pekerja @ Rp 30,000.00 = Rp 600.00 0.200 Org Tukang cat @ Rp 35,000.00 = Rp 7,000.00 0.02 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.01 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 8,750.00
Jumlah (1) + (2) = Rp 11,399.10
12.16 1 m² Pengecatan permukaan baja dengan meni besi dan perancah12.16.1 Bahan
0.100 Kg Meni besi @ Rp 25,875.00 = Rp 2,587.50 0.010 Bh Kuas @ Rp 3,080.00 = Rp 30.80
0.002 M³ Perancah kayu @ Rp 57,805.00 = Rp 115.61 Jumlah (1) = Rp 2,733.91
12.16.2 Tenaga0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00 0.225 Org Tukang cat @ Rp 35,000.00 = Rp 7,875.00
0.0225 Org Kepala tukang @ Rp 37,500.00 = Rp 843.75
0.0075 Org Mandor @ Rp 40,000.00 = Rp 300.00 Jumlah (2) = Rp 16,518.75
Jumlah (1) + (2) = Rp 19,252.66 12.17 1 m² Pegecatan permukaan baja dengan cat finishing
12.17.1 Bahan
0.100 Kg Cat besi @ Rp 51,750.00 = Rp 5,175.00 Jumlah (1) = Rp 5,175.00
12.17.2 Tenaga0.020 Org Pekerja @ Rp 30,000.00 = Rp 600.00 0.200 Org Tukang cat @ Rp 35,000.00 = Rp 7,000.00 0.02 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.01 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 8,750.00
Jumlah (1) + (2) = Rp 13,925.00
12.18 1 m² Pelapisan melamin ( 3x pelapisan )12.18.1 Bahan
0.500 kg Wood filler @ Rp 31,050.00 = Rp 15,525.00 0.875 Ltr Sending @ Rp 48,875.00 = Rp 42,765.63 0.500 Ltr Melamin @ Rp 48,875.00 = Rp 24,437.50 0.250 Ltr Pewarna @ Rp 42,350.00 = Rp 10,587.50 0.125 Ltr Tinner @ Rp 23,000.00 = Rp 2,875.00
2.000 Lbr Amplas @ Rp 3,080.00 = Rp 6,160.00 Jumlah (1) = Rp 102,350.63
12.18.2 Tenaga0.125 Hari Alat bantu @ Rp 50,000.00 = Rp 6,250.00 0.060 Org Tukang cat @ Rp 35,000.00 = Rp 2,100.00 0.016 Org Kepala tukang @ Rp 37,500.00 = Rp 600.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 9,050.00
Jumlah (1) + (2) = Rp 111,400.63
12.19 1 m² Pengecatan tembok baru dg cat weathersield ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup )12.19.1 Bahan
0.100 Kg Plamir @ Rp 5,750.00 = Rp 575.00 0.100 Kg Cat dasar @ Rp 104,500.00 = Rp 10,450.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 100
0.260 Kg Cat penutup 2x @ Rp 104,500.00 = Rp 27,170.00 Jumlah (1) = Rp 38,195.00
12.19.2 Tenaga0.020 Org Pekerja @ Rp 30,000.00 = Rp 600.00 0.063 Org Tukang cat @ Rp 35,000.00 = Rp 2,205.00
0.0063 Org Kepala tukang @ Rp 37,500.00 = Rp 236.25
0.0025 Org Mandor @ Rp 40,000.00 = Rp 3,041.25 Jumlah (2) Rp 6,082.50
Jumlah (1) + (2) = Rp 44,277.50
12.20 1 m² Pengecatan tembok lama dg cat weathersield ( 1 lapis cat dasar, 2 lapis cat penutup )12.20.1 Bahan
0.120 Kg Cat dasar @ Rp 104,500.00 = Rp 12,540.00
0.180 Kg Cat penutup 2x @ Rp 104,500.00 = Rp 18,810.00 Jumlah (1) = Rp 31,350.00
12.20.2 Tenaga0.028 Org Pekerja @ Rp 30,000.00 = Rp 840.00 0.042 Org Tukang cat @ Rp 35,000.00 = Rp 1,470.00
0.0042 Org Kepala tukang @ Rp 37,500.00 = Rp 157.50
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 2,567.50
Jumlah (1) + (2) = Rp 33,917.50
13. ANALISA BIAYA KONSTRUKSI PEKERJAAN KUNCI DAN KACA13.1 1 bh Pasang kunci tanam antik
13.1.1 Bahan
1.000 Bh Kunci tanam antik @ Rp 313,500.00 = Rp 313,500.00 Jumlah (1) = Rp 313,500.00
13.1.2 Tenaga0.060 Org Pekerja @ Rp 30,000.00 = Rp 1,800.00 0.600 Org Tukang kayu @ Rp 35,000.00 = Rp 21,000.00 0.060 Org Kepala tukang @ Rp 37,500.00 = Rp 2,250.00
0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00 Jumlah (2) = Rp 25,170.00
Jumlah (1) + (2) = Rp 338,670.00 13.2 1 bh Pasang kunci tanam biasa
13.2.1 Bahan
1.000 Bh Kunci tanam biasa @ Rp 60,500.00 = Rp 60,500.00 Jumlah (1) = Rp 60,500.00
13.2.2 Tenaga0.010 Org Pekerja @ Rp 30,000.00 = Rp 300.00 0.500 Org Tukang kayu @ Rp 35,000.00 = Rp 17,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 18,375.00
Jumlah (1) + (2) = Rp 78,875.00 13.3 1 bh Pasang kunci tanam kamar mandi
13.3.1 Bahan
1.000 Bh Kunci tanam kamar mandi @ Rp 40,250.00 = Rp 40,250.00 Jumlah (1) = Rp 40,250.00
13.3.2 Tenaga0.005 Org Pekerja @ Rp 30,000.00 = Rp 150.00 0.500 Org Tukang kayu @ Rp 35,000.00 = Rp 17,500.00 0.005 Org Kepala tukang @ Rp 37,500.00 = Rp 187.50
0.00250 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 17,937.50
Jumlah (1) + (2) = Rp 58,187.50 13.4 1 bh Pasang engsel pintu
13.4.1 Bahan
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 101
1.000 Bh Engsel pintu @ Rp 32,750.00 = Rp 32,750.00 Jumlah (1) = Rp 32,750.00
13.4.2 Tenaga0.015 Org Pekerja @ Rp 30,000.00 = Rp 450.00 0.150 Org Tukang kayu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.00075 Org Mandor @ Rp 40,000.00 = Rp 30.00 Jumlah (2) = Rp 6,292.50
Jumlah (1) + (2) = Rp 39,042.50 13.5 1 bh Pasang engsel jendela kupu - kupu
13.5.1 Bahan
1.000 Bh Engsel jendela @ Rp 15,600.00 = Rp 15,600.00 Jumlah (1) = Rp 15,600.00
13.5.2 Tenaga0.010 Org Pekerja @ Rp 30,000.00 = Rp 300.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0005 Org Mandor @ Rp 40,000.00 = Rp 20.00 Jumlah (2) = Rp 4,195.00
Jumlah (1) + (2) = Rp 19,795.00 13.6 1 bh Pasang kait angin
13.6.1 Bahan
1.000 Bh Kait angin Rp 5,400.00 = Rp 5,400.00 Jumlah (1) = Rp 5,400.00
13.6.2 Tenaga0.015 Org Pekerja @ Rp 30,000.00 = Rp 450.00 0.150 Org Tukang kayu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.00075 Org Mandor @ Rp 40,000.00 = Rp 30.00 Jumlah (2) = Rp 6,292.50
Jumlah (1) + (2) = Rp 11,692.50 13.7 1 bh Pasang kunci selot pintu
13.7.1 Bahan
1.000 Bh Kunci selot pintu / grendel pintu @ Rp 9,000.00 = Rp 9,000.00 Jumlah (1) = Rp 9,000.00
13.7.2 Tenaga0.020 Org Pekerja @ Rp 30,000.00 = Rp 600.00 0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.001 Org Mandor @ Rp 40,000.00 = Rp 40.00 Jumlah (2) = Rp 8,390.00
Jumlah (1) + (2) = Rp 17,390.00
13.8 1 bh Pasang kunci selot jendela13.8.1 Bahan
1.000 Bh Kunci selot jendela/grendel jendela @ Rp 6,000.00 = Rp 6,000.00 Jumlah (1) = Rp 6,000.00
13.8.2 Tenaga0.020 Org Pekerja @ Rp 30,000.00 = Rp 600.00 0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.001 Org Mandor @ Rp 40,000.00 = Rp 40.00 Jumlah (2) = Rp 8,390.00
Jumlah (1) + (2) = Rp 14,390.00
13.9 1 bh Pasang pegangan pintu / door holder13.9.1 Bahan
1.000 Bh Door holder @ Rp 6,000.00 = Rp 6,000.00 Jumlah (1) = Rp 6,000.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 102
13.9.2 Tenaga0.050 Org Pekerja @ Rp 30,000.00 = Rp 1,500.00 0.500 Org Tukang kayu @ Rp 35,000.00 = Rp 17,500.00 0.050 Org Kepala tukang @ Rp 37,500.00 = Rp 1,875.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 20,975.00
Jumlah (1) + (2) = Rp 26,975.00
13.10 1 m² Pasang kaca, tebal 3 mm13.10.1 Bahan
1.100 M² Kaca @ Rp 50,600.00 = Rp 55,660.00 Jumlah (1) = Rp 55,660.00
13.10.2 Tenaga0.015 Org Pekerja @ Rp 30,000.00 = Rp 450.00 0.150 Org Tukang kayu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.00075 Org Mandor @ Rp 40,000.00 = Rp 30.00 Jumlah (2) = Rp 6,292.50
Jumlah (1) + (2) = Rp 61,952.50 13.11 1 m² Pasang kaca, tebal 5 mm
13.11.1 Bahan
1.100 M² Kaca @ Rp 67,760.00 = Rp 74,536.00 Jumlah (1) = Rp 74,536.00
13.11.2 Tenaga0.015 Org Pekerja @ Rp 30,000.00 = Rp 450.00 0.150 Org Tukang kayu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.00075 Org Mandor @ Rp 40,000.00 = Rp 30.00 Jumlah (2) = Rp 6,292.50
Jumlah (1) + (2) = Rp 80,828.50
13.12 1 m² Pasang kaca, tebal 8 mm13.12.1 Bahan
1.100 M² Kaca @ Rp 102,000.00 = Rp 112,200.00 Jumlah (1) = Rp 112,200.00
13.12.2 Tenaga0.0165 Org Pekerja @ Rp 30,000.00 = Rp 495.00
0.165 Org Tukang kayu @ Rp 35,000.00 = Rp 5,775.00 0.0165 Org Kepala tukang @ Rp 37,500.00 = Rp 618.75
0.0008 Org Mandor @ Rp 40,000.00 = Rp 32.00 Jumlah (2) = Rp 6,920.75
Jumlah (1) + (2) = Rp 119,120.75
13.13 1 Daun Pasang Nako + Kaca 5 mm13.13.1 Bahan
1.000 daun Nako @ Rp 18,700.00 = Rp 18,700.00
0.140 m2 Kaca 5 mm @ Rp 67,760.00 = Rp 9,486.40 Jumlah (1) = Rp 28,186.40
13.13.2 Tenaga0.015 Org Pekerja @ Rp 30,000.00 = Rp 450.00 0.150 Org Tukang kayu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.00075 Org Mandor @ Rp 40,000.00 = Rp 30.00 Jumlah (2) = Rp 6,292.50
Jumlah (1) + (2) = Rp 34,478.90
13.14 1 bh Pasang kunci selot besar13.14.1 Bahan
1.000 Bh Kunci selot besar @ Rp 148,500.00 = Rp 148,500.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 103
Jumlah (1) = Rp 148,500.00 13.14.2 Tenaga
0.020 Org Pekerja @ Rp 30,000.00 = Rp 600.00 0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.001 Org Mandor @ Rp 40,000.00 = Rp 40.00 Jumlah (2) = Rp 8,390.00
Jumlah (1) + (2) = Rp 156,890.00
13.15 1 Stel Pasang Hak Angin Sikutan13.15.1 Bahan
1.000 Stel Hak angin lurus Rp 10,200.00 = Rp 10,200.00 Jumlah (1) = Rp 10,200.00
13.15.2 Tenaga0.015 Org Pekerja @ Rp 30,000.00 = Rp 450.00 0.150 Org Tukang kayu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.00075 Org Mandor @ Rp 40,000.00 = Rp 30.00 Jumlah (2) = Rp 6,292.50
Jumlah (1) + (2) = Rp 16,492.50
14. ANALISA BIAYA KONSTRUKSI PEKERJAAN HALAMAN
14.1 1 m² Pas. Paving Stone 6 cm K30014.1.1 Bahan
1.000 m2 Paving Stone 6 cm @ Rp 43,428.00 = Rp 43,428.00 Jumlah (1) = Rp 43,428.00
14.1.2 Tenaga0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00 0.125 Org Tukang batu @ Rp 35,000.00 = Rp 4,375.00 0.013 Org Kepala tukang @ Rp 37,500.00 = Rp 487.50
0.0125 Org Mandor @ Rp 40,000.00 = Rp 500.00 Jumlah (2) = Rp 12,862.50
Jumlah (1) + (2) = Rp 56,290.50
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 104
14.2 1 m² Pas. Paving Stone 8 cm K30014.2.1 Bahan
1.000 m2 Paving Stone 8 cm @ Rp 53,130.00 = Rp 53,130.00 Jumlah (1) = Rp 53,130.00
14.2.2 Tenaga0.500 Org Pekerja @ Rp 30,000.00 = Rp 15,000.00 0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.025 Org Mandor @ Rp 40,000.00 = Rp 1,000.00 Jumlah (2) = Rp 25,687.50
Jumlah (1) + (2) = Rp 78,817.50
14.3 1 m' Pas. Kansteen 60 cm14.3.1 Bahan
1.670 bh Kansteen 60 cm @ Rp 28,350.00 = Rp 47,344.50 Jumlah (1) = Rp 47,344.50
14.3.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 10,275.00
Jumlah (1) + (2) = Rp 57,619.50
14.4 1 m' Pas. Kansteen 40 cm14.4.1 Bahan
2.500 bh Kansteen 40 cm @ Rp 14,190.00 = Rp 35,475.00 Jumlah (1) = Rp 35,475.00
14.4.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 10,275.00
Jumlah (1) + (2) = Rp 45,750.00
15. ANALISA BIAYA KONSTRUKSI PEKERJAAN LISTRIK
15.1 1 Titik Pasang Instalasi Listrik15.1.1 Tenaga
0.500 hari Tukang Listrik @ Rp 35,000.00 = Rp 17,500.00 Jumlah (1) = Rp 17,500.00
15.1.2 Bahan8.000 m' Kabel NGA 1 x 2.5 mm @ Rp 2,875.00 = Rp 23,000.00 4.000 m' Pipa PVC 5/8" @ Rp 1,705.00 = Rp 6,820.00 5.000 bh Isolator @ Rp 660.00 = Rp 3,300.00
4.0000 bh Las doof @ Rp 660.00 = Rp 2,640.00
2.0000 bh T dos PVC @ Rp 5,500.00 = Rp 2,640.00 Jumlah (2) = Rp 38,400.00
Jumlah (1) + (2) = Rp 55,900.00
16. ANALISA BIAYA KONSTRUKSI PEKERJAAN SANITASI
16.1 Memasang 1 buah kloset duduk / monoblok16.1.1 Bahan
1 Bh Kloset duduk / monoblok @ Rp 2,156,000.00 = Rp 2,156,000.00
6% Harga kloset Perlengkapan @ Rp 129,360.00 = Rp 129,360.00 Jumlah (1) = Rp 2,285,360.00
16.1.2 Tenaga
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 105
3.300 Org Pekerja @ Rp 30,000.00 = Rp 99,000.00 1.100 Org Tukang batu @ Rp 35,000.00 = Rp 38,500.00 0.001 Org Kepala tukang @ Rp 37,500.00 = Rp 37.50
0.160 Org Mandor @ Rp 40,000.00 = Rp 6,400.00 Jumlah (2) = Rp 143,937.50
Jumlah (1) + (2) = Rp 2,429,297.50
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 106
16.2 Memasang 1 buah kloset jongkok porselen16.2.1 Bahan
1.000 Bh Kloset jongkok porselen @ Rp 114,000.00 = Rp 114,000.00 6.000 Kg Semen portland @ Rp 984.00 = Rp 5,904.00 0.010 M³ Pasir pasang @ Rp 68,750.00 = Rp 687.50
Jumlah (1) = Rp 120,591.50 16.2.2 Tenaga
1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00 0.350 Org Kepala tukang @ Rp 37,500.00 = Rp 13,125.00
0.100 Org Mandor @ Rp 40,000.00 = Rp 4,000.00 Jumlah (2) = Rp 59,375.00
Jumlah (1) + (2) = Rp 179,966.50
16.3 Memasang 1 buah urinoir16.3.1 Bahan
1.000 Bh Urinoir @ Rp 1,485,000.00 = Rp 1,485,000.00 30% Harga urinoir Perlengkapan @ Rp 445,500.00 = Rp 445,500.00
6.000 Kg Semen portland @ Rp 984.00 = Rp 5,904.00
0.010 M³ Pasir pasang @ Rp 68,750.00 = Rp 687.50 Jumlah (1) = Rp 1,937,091.50
16.3.2 Tenaga1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 1.000 Org Tukang batu @ Rp 35,000.00 = Rp 35,000.00 0.100 Org Kepala tukang @ Rp 37,500.00 = Rp 3,750.00
0.100 Org Mandor @ Rp 40,000.00 = Rp 4,000.00 Jumlah (2) = Rp 72,750.00
Jumlah (1) + (2) = Rp 2,009,841.50 16.4 Memasang 1 buah wastafel
16.4.1 Bahan1.000 Bh Wastafel @ Rp 345,000.00 = Rp 345,000.00
12% Harga kloset Perlengkapan @ Rp 41,400.00 = Rp 41,400.00 6.000 Kg Semen abu - abu @ Rp 984.00 = Rp 5,904.00
0.010 M³ Pasir pasang @ Rp 68,750.00 = Rp 687.50 Jumlah (1) = Rp 392,991.50
16.4.2 Tenaga1.200 Org Pekerja @ Rp 30,000.00 = Rp 36,000.00 1.450 Org Tukang batu @ Rp 35,000.00 = Rp 50,750.00 0.150 Org Kepala tukang @ Rp 37,500.00 = Rp 5,625.00
0.100 Org Mandor @ Rp 40,000.00 = Rp 4,000.00 Jumlah (2) = Rp 96,375.00
Jumlah (1) + (2) = Rp 489,366.50
16.5 Memasang 1 buah bak mandi Fibreglass volume 0,30 m³16.5.1 Bahan
1.000 Bh Bak fibreglass @ Rp 247,500.00 = Rp 247,500.00
18% Harga bak Perlengkapan @ Rp 44,550.00 = Rp 44,550.00 Jumlah (1) = Rp 292,050.00
16.5.2 Tenaga1.800 Org Pekerja @ Rp 30,000.00 = Rp 54,000.00 2.700 Org Tukang batu @ Rp 35,000.00 = Rp 94,500.00 0.540 Org Kepala tukang @ Rp 37,500.00 = Rp 20,250.00
0.110 Org Mandor @ Rp 40,000.00 = Rp 4,400.00 Jumlah (2) = Rp 173,150.00
Jumlah (1) + (2) = Rp 465,200.00 16.6 Memasang 1 m' pipa beton/ beton buis, diameter 20 cm
16.6.1 Bahan0.180 M³ Galian tanah @ Rp 23,500.00 = Rp 4,230.00 0.045 M³ Pasir urug @ Rp 54,560.00 = Rp 2,455.20
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 107
1.000 M2 Pas. 1 Bata merah 1:3 @ Rp 108,749.05 = Rp 108,749.05
1.000 bh @ Rp 37,375.00 = Rp 37,375.00 Jumlah (1) = Rp 152,809.25
16.6.2 Tenaga0.140 Org Pekerja @ Rp 30,000.00 = Rp 4,200.00 0.070 Org Tukang batu @ Rp 35,000.00 = Rp 2,450.00 0.007 Org Kepala tukang @ Rp 37,500.00 = Rp 262.50
0.007 Org Mandor @ Rp 40,000.00 = Rp 280.00 Jumlah (2) = Rp 7,192.50
Jumlah (1) + (2) = Rp 160,001.75 16.7 Memasang 1 m' pipa beton/beton buis, diameter 30 cm
16.7.1 Bahan0.180 M³ Galian tanah @ Rp 23,500.00 = Rp 4,230.00 0.045 M³ Pasir urug @ Rp 54,560.00 = Rp 2,455.20 1.000 M2 Pas. 1 Bata merah 1:3 @ Rp 108,749.05 = Rp 108,749.05
1.000 bh @ Rp 51,750.00 = Rp 51,750.00 Jumlah (1) = Rp 167,184.25
16.7.2 Tenaga0.380 Org Pekerja @ Rp 30,000.00 = Rp 11,400.00 0.190 Org Tukang batu @ Rp 35,000.00 = Rp 6,650.00 0.019 Org Kepala tukang @ Rp 37,500.00 = Rp 712.50
0.019 Org Mandor @ Rp 40,000.00 = Rp 760.00 Jumlah (2) = Rp 19,522.50
Jumlah (1) + (2) = Rp 186,706.75
16.8 Memasang 1 m' Saluran pipa beton/ beton buis U 20 cm16.8.1 Bahan
0.180 M³ Galian tanah @ Rp 23,500.00 = Rp 4,230.00 0.045 M³ Pasir urug @ Rp 54,560.00 = Rp 2,455.20 1.000 M2 Pas. 1/2 Bata merah 1:3 @ Rp 51,925.08 = Rp 51,925.08 1.350 m2 Plester 1:3 @ Rp 21,445.33 = Rp 28,951.20
1.000 bh Buis beton U 20 cm @ Rp 18,700.00 = Rp 18,700.00 Jumlah (1) = Rp 106,261.48
16.8.2 Tenaga0.140 Org Pekerja @ Rp 30,000.00 = Rp 4,200.00 0.070 Org Tukang batu @ Rp 35,000.00 = Rp 2,450.00 0.007 Org Kepala tukang @ Rp 37,500.00 = Rp 262.50
0.007 Org Mandor @ Rp 40,000.00 = Rp 280.00 Jumlah (2) = Rp 7,192.50
Jumlah (1) + (2) = Rp 113,453.98
16.9 Memasang 1 m' Saluran pipa beton/ beton buis U 30 cm16.9.1 Bahan
0.180 M³ Galian tanah @ Rp 23,500.00 = Rp 4,230.00 0.045 M³ Pasir urug @ Rp 54,560.00 = Rp 2,455.20 1.000 M2 Pas. 1/2 Bata merah 1:3 @ Rp 51,925.08 = Rp 51,925.08 1.350 m2 Plester 1:3 @ Rp 21,445.33 = Rp 28,951.20
1.000 bh Buis beton U 30 cm @ Rp 25,875.00 = Rp 25,875.00 Jumlah (1) = Rp 113,436.48
16.9.2 Tenaga0.140 Org Pekerja @ Rp 30,000.00 = Rp 4,200.00 0.070 Org Tukang batu @ Rp 35,000.00 = Rp 2,450.00 0.007 Org Kepala tukang @ Rp 37,500.00 = Rp 262.50
0.007 Org Mandor @ Rp 40,000.00 = Rp 280.00 Jumlah (2) = Rp 7,192.50
Jumlah (1) + (2) = Rp 120,628.98
16.10 Memasang 1 buah bak kontrol pasangan batu bata ukuran (30 x 30) cm, tinggi 35 cm16.10.1 Bahan
Buis beton f 20 cm
Buis beton f 30 cm
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 108
0.145 M³ Batu bata @ Rp 308.00 = Rp 44.66 44.000 Kg Semen portland @ Rp 984.00 = Rp 43,296.00
0.070 M³ Pasir pasang @ Rp 68,750.00 = Rp 4,812.50 0.070 M³ Batu kerikil @ Rp 172,500.00 = Rp 12,075.00 1.600 Kg Besi beton @ Rp 10,925.00 = Rp 17,480.00 0.060 M³ Pasir beton @ Rp 144,000.00 = Rp 8,640.00
Jumlah (1) = Rp 86,348.16 16.10.2 Tenaga
3.200 Org Pekerja @ Rp 30,000.00 = Rp 96,000.00 1.015 Org Tukang batu @ Rp 35,000.00 = Rp 35,525.00
0.0015 Org Kepala tukang @ Rp 37,500.00 = Rp 56.25
0.016 Org Mandor @ Rp 40,000.00 = Rp 640.00 Jumlah (2) = Rp 132,221.25
Jumlah (1) + (2) = Rp 218,569.41
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 109
16.11 Memasang 1 buah bak kontrol pasangan batu bata ukuran (45 x 45) cm, tinggi 50 cm16.11.1 Bahan
0.250 M³ Batu bata @ Rp 308.00 = Rp 77.00 77.000 Kg Semen portland @ Rp 984.00 = Rp 75,768.00
0.130 M³ Pasir pasang @ Rp 68,750.00 = Rp 8,937.50 0.020 M³ Batu kerikil @ Rp 172,500.00 = Rp 3,450.00 2.600 Kg Besi beton @ Rp 10,925.00 = Rp 28,405.00
0.090 M³ Pasir beton @ Rp 144,000.00 = Rp 12,960.00 Jumlah (1) = Rp 129,597.50
16.11.2 Tenaga1.420 Org Pekerja @ Rp 30,000.00 = Rp 42,600.00 0.473 Org Tukang batu @ Rp 35,000.00 = Rp 16,555.00 0.047 Org Kepala tukang @ Rp 37,500.00 = Rp 1,762.50
0.071 Org Mandor @ Rp 40,000.00 = Rp 2,840.00 Jumlah (2) = Rp 63,757.50
Jumlah (1) + (2) = Rp 193,355.00
16.12 Memasang 1 buah bak kontrol pasangan batu bata ukuran (60 x 60) cm, tinggi 65 cm16.12.1 Bahan
0.371 M³ Batu bata @ Rp 308.00 = Rp 114.27 114.000 Kg Semen portland @ Rp 984.00 = Rp 112,176.00
0.184 M³ Pasir pasang @ Rp 68,750.00 = Rp 12,650.00 0.033 M³ Batu kerikil @ Rp 172,500.00 = Rp 5,692.50 4.850 Kg Besi beton @ Rp 10,925.00 = Rp 52,986.25
0.120 M³ Pasir beton @ Rp 144,000.00 = Rp 17,280.00 Jumlah (1) = Rp 200,899.02
16.12.2 Tenaga2.160 Org Pekerja @ Rp 30,000.00 = Rp 64,800.00 0.720 Org Tukang batu @ Rp 35,000.00 = Rp 25,200.00 0.072 Org Kepala tukang @ Rp 37,500.00 = Rp 2,700.00 0.108 Org Mandor @ Rp 40,000.00 = Rp 4,320.00
0.100 Org Tukang gali @ Rp 35,000.00 = Rp 3,500.00 Jumlah (2) = Rp 100,520.00
Jumlah (1) + (2) = Rp 301,419.02
16.13 Memasang 1 m' pipa galvanis diameter ½"16.13.1 Bahan
1.200 M' Pipa galvanis @ Rp 16,830.00 = Rp 20,196.00
35,0% Harga pipa Perlengkapan @ Rp 5,890.50 = Rp 5,890.50 Jumlah (1) = Rp 26,086.50
16.13.2 Tenaga0.054 Org Pekerja @ Rp 30,000.00 = Rp 1,620.00 0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00 0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.027 Org Mandor @ Rp 40,000.00 = Rp 1,080.00 Jumlah (2) = Rp 6,187.50
Jumlah (1) + (2) = Rp 32,274.00
16.14 Memasang 1 m' pipa galvanis diameter ¾"16.14.1 Bahan
1.200 M' Pipa galvanis @ Rp 24,235.00 = Rp 29,082.00
35,0% Harga pipa Perlengkapan @ Rp 8,482.25 = Rp 8,482.25 Jumlah (1) = Rp 37,564.25
16.14.2 Tenaga0.054 Org Pekerja @ Rp 30,000.00 = Rp 1,620.00 0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00 0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.027 Org Mandor @ Rp 40,000.00 = Rp 1,080.00 Jumlah (2) = Rp 6,187.50
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 110
Jumlah (1) + (2) = Rp 43,751.75
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 111
16.15 Memasang 1 m' pipa galvanis diameter 1"16.15.1 Bahan
1.200 M' Pipa galvanis @ Rp 29,650.00 = Rp 35,580.00
35,0% Harga pipa Perlengkapan @ Rp 10,377.50 = Rp 10,377.50 Jumlah (1) = Rp 45,957.50
16.15.2 Tenaga0.054 Org Pekerja @ Rp 30,000.00 = Rp 1,620.00 0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00 0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.027 Org Mandor @ Rp 40,000.00 = Rp 1,080.00 Jumlah (2) = Rp 6,187.50
Jumlah (1) + (2) = Rp 52,145.00
16.16 Memasang 1 m' pipa galvanis diameter 1½"16.16.1 Bahan
1.200 1,2 M' Pipa galvanis @ Rp 40,390.00 = Rp 48,468.00
35,0% Harga pipa Perlengkapan @ Rp 14,136.50 = Rp 14,136.50 Jumlah (1) = Rp 62,604.50
16.16.2 Tenaga0.108 Org Pekerja @ Rp 30,000.00 = Rp 3,240.00 0.180 Org Tukang batu @ Rp 35,000.00 = Rp 6,300.00 0.018 Org Kepala tukang @ Rp 37,500.00 = Rp 675.00
0.0054 Org Mandor @ Rp 40,000.00 = Rp 216.00 Jumlah (2) = Rp 10,431.00
Jumlah (1) + (2) = Rp 73,035.50
16.17 Memasang 1 m' pipa PVC diameter ½" AW16.17.1 Bahan
1.200 M' Pipa PVC @ Rp 2,875.00 = Rp 3,450.00
35,0% Harga pipa Perlengkapan @ Rp 1,006.25 = Rp 1,006.25 Jumlah (1) = Rp 4,456.25
16.17.2 Tenaga0.036 Org Pekerja @ Rp 30,000.00 = Rp 1,080.00 0.060 Org Tukang batu @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00
0.0018 Org Mandor @ Rp 40,000.00 = Rp 72.00 Jumlah (2) = Rp 3,477.00
Jumlah (1) + (2) = Rp 7,933.25
16.18 Memasang 1 m' pipa PVC diameter ¾" AW16.18.1 Bahan
1.200 M' Pipa PVC @ Rp 4,265.00 = Rp 5,118.00
35,0% Harga pipa Perlengkapan @ Rp 1,492.75 = Rp 1,492.75 Jumlah (1) = Rp 6,610.75
16.18.2 Tenaga0.036 Org Pekerja @ Rp 30,000.00 = Rp 1,080.00 0.060 Org Tukang batu @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00
0.0018 Org Mandor @ Rp 40,000.00 = Rp 72.00 Jumlah (2) = Rp 3,477.00
Jumlah (1) + (2) = Rp 10,087.75
16.19 Memasang 1 m' pipa PVC diameter 3" AW16.19.1 Bahan
1.200 M' Pipa PVC @ Rp 36,800.00 = Rp 44,160.00
35,0% Harga pipa Perlengkapan @ Rp 12,880.00 = Rp 12,880.00 Jumlah (1) = Rp 57,040.00
16.19.2 Tenaga0.081 Org Pekerja @ Rp 30,000.00 = Rp 2,430.00
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 112
0.135 Org Tukang batu @ Rp 35,000.00 = Rp 4,725.00 0.0135 Org Kepala tukang @ Rp 37,500.00 = Rp 506.25
0.0041 Org Mandor @ Rp 40,000.00 = Rp 164.00 Jumlah (2) = Rp 7,825.25
Jumlah (1) + (2) = Rp 64,865.25
Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2008 Halaman 113
16.20 Memasang 1 m' pipa PVC tipe AW diameter 4"16.20.1 Bahan
1.200 M' Pipa PVC @ Rp 54,625.00 = Rp 65,550.00
35,0% Harga pipa Perlengkapan @ Rp 19,118.75 = Rp 19,118.75 Jumlah (1) = Rp 84,668.75
16.20.2 Tenaga0.081 Org Pekerja @ Rp 30,000.00 = Rp 2,430.00 0.135 Org Tukang batu @ Rp 35,000.00 = Rp 4,725.00
0.0135 Org Kepala tukang @ Rp 37,500.00 = Rp 506.25
0.0041 Org Mandor @ Rp 40,000.00 = Rp 164.00 Jumlah (2) = Rp 7,825.25
Jumlah (1) + (2) = Rp 92,494.00
16.21 Memasang 1 bh kran diameter ¾" 16.21.1 Bahan
1.000 Bh Kran air diameter 3/4" @ Rp 30,000.00 = Rp 30,000.00 0.025 Bh Seal tape @ Rp 1,725.00 = Rp 43.13
Jumlah (1) = Rp 30,043.13 16.21.2 Tenaga
0.010 Org Pekerja @ Rp 30,000.00 = Rp 300.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 4,375.00
Jumlah (1) + (2) = Rp 34,418.13
16.22 Memasang 1 bh kran diameter ½"16.22.1 Bahan
1.000 Bh diameter 1/2" @ Rp 16,500.00 = Rp 16,500.00 0.025 Bh Seal tape @ Rp 1,725.00 = Rp 43.13
Jumlah (1) = Rp 16,543.13 16.22.2 Tenaga
0.010 Org Pekerja @ Rp 30,000.00 = Rp 300.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 4,375.00
Jumlah (1) + (2) = Rp 20,918.13
16.23 Memasang 1 bh Floor Drain16.23.1 Bahan
1.000 Bh Floor drain ( Screen & Avour) @ Rp 21,000.00 = Rp 21,000.00 Jumlah (1) = Rp 21,000.00
16.23.2 Tenaga0.010 Org Pekerja @ Rp 30,000.00 = Rp 300.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 4,375.00
Jumlah (1) + (2) = Rp 25,375.00
CATATAN :Analis ini menggunakan Analisa Biaya Konstruksi Bangunan Gedung dan Perumahan SNI Tahun 2002
PEMERINTAH KABUPATEN PASURUANDINAS CIPTA KARYA
DAFTAR HARGA BAHAN BANGUNAN & UPAH KERJALokasi : WILAYAH III
Tahun Anggaran : 2008
No. JENIS BAHAN Sat. Harga ( Rp )
A. BAHAN BANGUNAN
1 Pasir Urug m3 54,560.002 Pasir Pasang m3 68,750.003 Pasir Cor m3 144,000.004 Tanah Urug m3 57,970.005 Tanah Urug Taman m3 88,000.006 Gebalan Rumput m2 33,000.007 Batu Belah 15/20 m3 77,000.008 Batu pecah mesin 1/2 m3 172,500.009 Batu pecah mesin 1/1 m3 172,500.0010 Batu pecah mesin 0.5 - 1 m3 172,500.0011 Batu pecah mesin 2/3 m3 172,500.0012 Batu pecah lokal 10/15 m3 115,000.0013 Batu pecah lokal 5/7 m3 115,000.0014 Batu pecah lokal 3/5 m3 115,000.0015 Batu pecah lokal 2/3 m3 115,000.0016 Batu pecah lokal 1/2 m3 115,000.0017 Batu pecah lokal 1/1 m3 139,596.6018 Batu pecah lokal 0.5/1 m3 139,596.6019 Grasak m3 137,500.0020 Sirtu klas C m3 57,970.0021 Bata Merah bj 308.0022 Bataco bh 3,080.0023 Portland Cement (PC) 40 Kg kg 984.0024 Portland Cement (PC) 50 Kg kg 984.0025 Portland Cement (PC) Putih kg 1,650.0026 Semen Warna kg 2,875.0027 Kapur Gamping Ton 632,500.0028 Kapur Pasang ( 7 kg ) / 7 kg 12,000.0029 Semen Merah m3 149,500.0030 Besi Beton Polos kg 10,925.0031 Besi beton diameter 16 mm, 12 m ljr 155,250.0032 Besi beton diameter 12 mm, 12 m ljr 97,750.0033 Besi beton diameter 10 mm, 12 m ljr 89,700.0034 Besi beton diameter 8 mm, 12 m ljr 69,000.0035 Besi beton diameter 6 mm, 12 m ljr 34,500.0036 Besi beton diameter 5 mm, 12 m ljr 23,000.0037 Besi Beton Ulir kg 11,500.0038 Baja Profil WF & Kanal kg 10,925.0039 Baja siku L kg 10,925.0040 Baja C kg 10,925.0041 Besi pengikat konstruksi / kuda2 kayu kg 13,800.0042 Baja Plat simpul ,Trekstang,baut kg 14,375.0043 Elektroda kg 49,500.0044 Kawat Beton ( bendrat ) kg 14,375.0045 Besi Beugel/dook, angker kg 13,800.0046 Tralis Besi Siku / Plat kg 10,925.0047 Besi Strip kg 10,925.0048 Besi plat ( 4 x 8 ) tebal 2 mm Kg 10,925.0049 Buis Beton f 15 Cm bj 30,000.0050 Buis Beton f 20 Cm bj 37,375.0051 Buis Beton f 30 Cm bj 51,750.00
No. JENIS BAHAN Sat. Harga ( Rp )
52 Buis Beton f 40 Cm bj 61,600.0053 Buis Beton f 50 Cm Bh 96,000.0054 Buis beton U 15 cm Bh 15,000.0055 Buis Beton U 20 Cm Bh 18,700.0056 Buis Beton U 30 Cm Bh 25,875.0057 Buis beton U 40 cm Bh 27,000.0058 Buis beton U 50 cm Bh 42,000.0059 Minyak Cat ( B ) ltr 8,050.0060 Minyak pelumas begisting ltr 28,175.0061 Cat Meni Kayu kg 16,200.0062 Cat Meni Besi kg 25,875.0063 Cat Kayu / cat besi kg 51,750.0064 Cat Dinding kg 12,650.0065 Cat Weathersield Ltr 104,500.0066 Waterproofing Ltr 121,000.0067 Plamir Dinding kg 5,750.0068 Plamir Kayu kg 14,375.0069 Wood filler kg 31,050.0070 Sending Ltr 48,875.0071 Melamin Ltr 48,875.0072 Pewarna Ltr 42,350.0073 Tinner Ltr 23,000.0074 Vernis Ltr 30,000.0075 Dempul Kg 13,800.0076 Minyak cat / Afduner Ltr 13,800.0077 Kertas Gosok lbr 3,080.0078 Spiritus ltr 13,800.0079 Soda Api kg 12,650.0080 Kuas bh 6,160.0081 Cerelak kg 12,650.0082 Politur ltr 54,050.0083 Teak Oil ltr 42,000.0084 Teer/Residu ltr 18,000.0085 Kaca Bening 3 mm m2 50,600.0086 Kaca Bening 5 mm m2 67,760.0087 Kaca bening tebal 8 mm m2 102,000.0088 Kaca Rayband 5 mm m2 80,080.0089 Nako daun 18,700.0090 Glassblock bj 17,250.0091 Kayu Meranti Papan sgl ukuran m3 2,882,000.0092 Kayu Bengkirai Papan sgl ukuran m3 6,900,000.0093 Kayu Kamper Papan sgl ukuran m3 6,875,000.0094 Kayu Meranti Balok sgl ukuran m3 2,772,000.0095 Kayu Bengkirai Balok sgl ukuran m3 6,900,000.0096 Kayu Kamper Balok sgl ukuran m3 6,900,000.0097 Kayu Kruing Balok sgl ukuran m3 4,025,000.0098 Kayu Papan Tahun m3 2,145,000.0099 Kayu Tahun (Bekesting) m3 2,300,000.00100 Kayu List 1-5 Cm (Kamper) m' 5,750.00101 Kayu Jati Balok Bojonegoro m3 18,700,000.00102 Kayu Jati Papan Bojonegoro m3 19,250,000.00103 Kayu Jati Balok Lokal Malang m3 11,088,000.00104 Kayu Jati Papan Lokal Malang m3 12,320,000.00105 Asbes Datar 1x1 lbr 7,475.00106 Asbes datar tebal 4 mm (40x200) Lbr 11,500.00107 Asbes datar tebal 5 mm (50x200) Lbr 12,650.00108 Asbes datar tebal 6 mm (60x200) Lbr 13,800.00109 Plat asbes tebal 4 mm ( 1.00 x 1.00 ) Lbr 19,200.00110 Plat asbes tebal 5 mm ( 1.00 x 1.00 ) Lbr 20,400.00111 Harplek (0.6x2.00) lbr 12,650.00112 Triplek (90x210) 3 mm lbr 49,500.00113 Triplek (90x210) 4 mm lbr 57,805.00114 Triplek (120x240) 4 mm lbr 69,000.00115 Triplek (120x240) 3 mm lbr 56,705.00116 Multiplek (120x240) 6 mm lbr 81,650.00117 Multiplek (120x240) 9 mm lbr 120,750.00118 Multiplek (120x240) 12 mm lbr 186,300.00119 Multiplek (120x240) 18 mm lbr 212,750.00
No. JENIS BAHAN Sat. Harga ( Rp )
120 Plywood 9 mm (1.22 x 2.44) Lbr 125,350.00121 Plywood 4 mm (1.22 x 2.44) Lbr 63,250.00122 Formika lbr 135,520.00123 Ubin PC Abu-abu (20x20) m2 24,640.00124 Ubin PC Abu-abu (30x30) m2 42,900.00125 Ubin PC Warna (20x20) m2 26,840.00126 Ubin PC Warna (30x30) m2 44,000.00127 Keramik 10 x 20 m2 49,500.00128 Keramik 15 x 15 m2 49,500.00129 Keramik 15 x 20 m2 49,500.00130 Keramik 20 x 20 m2 49,500.00131 Keramik 25 x 30 m2 49,500.00132 Keramik (30x30) Polos m2 48,000.00133 Keramik (30x30) Motif m2 92,400.00134 Keramik Dinding ( 20x20 Cm, 20x25 Cm ) m2 49,500.00135 Plint Keramik 10/20,10/30 m' 43,120.00136 Plint Keramik artistik 5/20 m' 43,120.00137 Ubin Wafel (20x20) bh 1,380.00138 Asbes Gelombang Kecil (305x105) lbr 61,600.00139 Asbes Gelombang Besar (240x105) lbr 82,500.00140 Seng Gelombang (300x90) BJLS 30 lbr 74,910.00141 Seng gelombang BWG 30 / Roll ( 50 M x 90 CM ) Roll 1,800,000.00142 Seng Plat BJLS 30 Ukuran 40 cm m' 19,712.00143 Seng Plat BJLS 30 Ukuran 50 cm m' 23,000.00144 Seng Plat BJLS 30 Ukuran 60 cm m' 26,450.00145 Seng Plat BJLS 30 Ukuran 70 cm m' 29,900.00146 Seng Plat BJLS 30 Ukuran 90 cm m' 34,500.00147 Teakwood (120x240x4) lbr 84,000.00148 Teakwood (110x210x4) lbr 72,600.00149 Gypsum Board ( 120 x 240 ) 9 mm lbr 104,500.00150 Gypsum 8 mm m2 20,350.00151 Gypsum 6 mm m2 17,600.00152 List Gypsum m' 16,500.00153 Lem Kayu kg 10,350.00154 Paku balok / papan kg 14,950.00155 Paku pancing Bh 1,150.00156 Paku eternit/paku payung Kg 17,250.00157 Paku Reng Kg 14,375.00158 Engsel Pintu ukuran 12 Cm Bj 11,500.00159 Engsel pintu Stel 30,000.00160 Engsel ARCH pintu Bj 32,750.00161 Engsel Jendela ukuran 6 Cm Stel 15,600.00162 Engsel jendela Stel 15,600.00163 Engsel geser jendela & pengunci Set 220,000.00164 Engsel H Stel 9,000.00165 Engsel kuningan ARCH asli Stel 31,625.00166 Engsel angin Stel 9,000.00167 Kunci tanam biasa Bh 60,500.00168 Kunci tanam antik Bh 313,500.00169 Kunci tanam WC / KM Bh 40,250.00170 Kunci selot Bh 90,000.00171 Kunci tanam ( 808 ) Bh 7,800.00172 Kunci silinder Bh 42,000.00173 Slot besar Stel 148,500.00174 Grendel Pintu Bj 9,000.00175 Grendel Jendela Bj 6,000.00176 Hak Angin Sikutan Bj 10,200.00177 Hak Angin Kait Bj 5,400.00178 Spinh knip Bh 6,000.00179 Door stop Bh 12,000.00180 Pegangan pintu Bh 6,000.00181 Kran Air diameter 1/2" Bj 16,500.00182 Kran Air diameter 3/4" Bj 30,000.00183 Stop kran 1/2" Bj 24,750.00184 Pipa PVC Klas S 12.5 diameter 5/8" m' 1,705.00185 Pipa PVC Klas S 12.5 diameter 1/2" ( 20 mm ) m' 2,875.00186 Pipa PVC Klas S 12.5 diameter 3/4" ( 25 mm ) m' 4,265.00187 Pipa PVC Klas S 12.5 diameter 1" ( 32 mm ) m' 5,750.00
No. JENIS BAHAN Sat. Harga ( Rp )
188 Pipa PVC Klas S 12.5 diameter 1 1/4" ( 40 mm ) m' 9,050.00189 Pipa PVC Klas S 12.5 diameter 1 1/2" ( 50 mm ) m' 12,650.00190 Pipa PVC Klas S 12.5 diameter 2" ( 63 mm ) m' 18,400.00191 Pipa PVC Klas S 12.5 diameter 2 1/2" ( 75 mm ) m' 25,300.00192 Pipa PVC Klas S 12.5 diameter 3" ( 90 mm ) m' 36,800.00193 Pipa PVC Klas S 12.5 diameter 4" ( 110 mm ) m' 54,625.00194 Besi pipa galvanis kg 9,790.00195 Pipa Air GI ( Med BSA ) diameter 1/2" m' 16,830.00196 Pipa Air GI ( Med BSA ) diameter 3/4" m' 24,235.00197 Pipa Air GI ( Med BSA ) diameter 1" m' 29,650.00198 Pipa Air GI ( Med BSA ) diameter 1 1/4" m' 37,745.00199 Pipa Air GI ( Med BSA ) diameter 1 1/2" m' 40,390.00200 Pipa Air GI ( Med BSA ) diameter 2" m' 54,220.00201 Pipa Air GI ( Med BSA ) diameter 2 1/2" m' 73,285.00202 Pipa Air GI ( Med BSA ) diameter 3" m' 80,780.00203 Pipa Air GI ( Med BSA ) diameter 4" m' 118,535.00204 Keni PVC 1/2 " Bh 1,200.00205 Keni PVC 3/4 " Bh 1,800.00206 Keni PVC 2 " Bh 4,200.00207 Keni PVC 3 " Bh 6,900.00208 Keni PVC 4 " Bh 10,800.00209 Keni PVC 5 " Bh 23,000.00210 Klem PVC Bh 1,725.00211 Sakelar bj 18,000.00212 Stop kontak bj 18,000.00213 Lampu TL 1 x 20 bh 66,000.00214 Lampu TL 2 x 20, lengkap reflektor bh 82,500.00215 Lampu TL 1x 40, lengkap reflektor bh 99,000.00216 Lampu pijar 10 watt + Fitting bh 11,000.00217 Lampu pijar 40 watt + Fitting bh 22,000.00218 Lampu Pijar 15 Watt bj 9,900.00219 Lampu TL 1x20 Watt+fitting bj 45,100.00220 Lampu TL 1x40 Watt+fitting bj 60,500.00221 Fitting Lampu pijar bj 9,350.00222 Zekring bulat lengkap bh 5,500.00223 Zekering SPA 60 Amp Bh 78,000.00224 Sekering Kas 1 Group MCB Unit 49,500.00225 Sekering Kas 2 Group MCB Unit 66,000.00226 Sekering Kas 3 Group MCB Unit 99,000.00227 Kotak zekering MCB bh 52,800.00228 Kabel NGA 500 Volt 1x2.5 mm m' 2,875.00229 Kabel NYY 2x2.5 mm m' 9,856.00230 Kawat Harmonika m2 20,125.00231 Kawat Kasa harmonika m2 67,650.00232 Beton Roster/Kerawang bh 6,900.00233 Roster bata bh 7,700.00234 Genteng Lokal Vlam bj 518.00235 Genteng Lokal model Karangpilang (kodok) bj 1,093.00236 Genting keramik glazur bj 9,350.00237 Bubungan Genting keramik bj 14,375.00238 Bubungan lokal model karangpilang bj 6,160.00239 Bubungan Asbes Gelombang Kecil bj 24,750.00240 Bubungan Asbes Gelombang Besar bj 34,500.00241 Genteng Karangpilang ( Bambe ) bj 2,760.00242 Bubungan Karangpilang ( Bambe ) bj 9,000.00243 Bubungan genting Vlam pres bj 3,696.00244 Genteng beton bj 6,600.00245 Bubungan genteng beton bj 9,900.00246 Urinoir bh 1,485,000.00247 Kloset Jongkok Porselen bh 114,000.00248 Closet jongkok teraso Bh 57,500.00249 Kloset Duduk bh 2,156,000.00250 Wastafel bh 345,000.00251 Bak Mandi Fiberglas bh 247,500.00252 Floor drain bh 21,000.00253 Avoer bh 8,800.00254 Pipa / slang spiral saluran kran Set 30,000.00255 Bak teraso Bh 90,000.00
No. JENIS BAHAN Sat. Harga ( Rp )
256 Bak cuci stainlies steel Bh 230,000.00257 Bak cuci teraso Bh 150,000.00258 Water drain + Accessories Bh 46,000.00259 Seal tape (TBA) bh 1,725.00260 Isolator bh 660.00261 Las doof bh 660.00262 T dos PVC bh 5,500.00263 Paving Stone 6 cm K300 m2 43,428.00264 Paving Stone 8 cm K300 m2 53,130.00265 Kansteen 60 cm bh 28,350.00266 Kansteen 40 cm bh 14,190.00267 Pagar profil m2 495,000.00268 Pagar BRC m2 194,150.00269 Pintu aluminium m2 247,500.00270 Daun pintu PVC & kusen untuk KM/WC unit 605,000.00271 Pintu besi baja m2 517,500.00272 Jendela besi m2 440,000.00273 Door Closer bh 265,100.00274 Baut kait baja bh 935.00275 Baut bh 1,485.00276 Klem bh 1,237.50277 Roofligt Fiberglass m2 46,000.00278 Polycarbonat m2 128,400.00279 Pagar BRC Uk.2400 x 900 galvanize unit 193,200.00280 Pagar BRC Uk.2400 x 1200 galvanize unit 239,200.00281 Pagar BRC Uk.2400 x 1500 galvanize unit 253,687.50282 Pagar BRC Uk.2400 x 1750 galvanize unit 368,000.00283 Pagar BRC Uk.2400 x 1900 galvanize unit 393,300.00284 Pintu Swing Tunggal Uk. 1000 x 1000 galvanize unit 306,900.00285 Pintu Swing Tunggal Uk. 1000 x 1200 galvanize unit 346,500.00286 Pintu Swing Tunggal Uk. 1000 x 1500 galvanize unit 470,250.00287 Pintu Swing Ganda Uk. 2500 x 1200 galvanize unit 841,225.00288 Pintu Swing Ganda Uk. 2500 x 1500 galvanize unit 1,051,100.00289 Pintu Swing Ganda Uk. 3000 x 1200 galvanize unit 1,006,250.00290 Pintu Swing Ganda Uk. 3000 x 1500 galvanize unit 1,265,000.00291 Pintu Dorong Uk. 3000 x 1200 galvanize unit 1,299,375.00292 Pintu Dorong Uk. 3000 x 1500 galvanize unit 1,485,000.00293 Tiang penghubung Uk. f 1.5" x 1200 btg 82,800.00294 Tiang penghubung Uk. f 1.5" x 1500 btg 123,625.00295 Tiang penghubung Uk. f 1.5" x 1800 btg 77,962.50296 Tiang penghubung Uk. f 1.5" x 2000 btg 84,150.00297 Tiang penghubung Uk. f 1.5" x 2250 btg 129,950.00298 Tiang penghubung Uk. f 1.5" x 2400 btg 135,930.00299 Tiang penghubung Uk. f 2.0" x 1200 btg 104,650.00300 Tiang penghubung Uk. f 2.0" x 1500 btg 121,900.00301 Tiang penghubung Uk. f 2.0" x 1800 btg 135,700.00302 Tiang penghubung Uk. f 2.0" x 2000 btg 147,200.00303 Tiang penghubung Uk. f 2.0" x 2250 btg 163,300.00304 Tiang penghubung Uk. f 2.0" x 2400 btg 203,550.00305 Batu alam bobos/palimanan/klinker m2 82,500.00306 Profil Aluminium 4" m' 62,150.00307 Karet kusen aluminium m' 3,300.00308 Slimar Aluminium m' 40,700.00309 Kawat duri pagar m' 7,425.00310 Dolken kayu gelam btg 8,250.00311 Gedeg gulung m2 29,645.00312 Bambu ljr 18,480.00313 Tekblock m2 82,500.00314 Fabr kons rangka atap baja Zincalume m2 264,000.00315 Fabr kons rangka plafond baja Zincalume m2 143,750.00316 Seng fumira m2 71,500.00317 Aspal beton kg 7,475.00318 Aspal curah kg 6,555.00319 Kayu bakar m3 230,000.00320 Minyak tanah Ltr 3,450.00321 Fotocell ( sensor ) + Kontaktor unit 550,000.00322 Calciplank 0.1 x 2.4 m m' 28,750.00323 Calciplank 0.2 x 2.4 m m' 43,240.00
No. JENIS BAHAN Sat. Harga ( Rp )
324 Calciplank 0.3 x 2.4 m m' 64,200.00325 Kawat wire mesh kg 10,500.00
B. TANAMAN LAIN - LAIN
1 Cemara Udang Besar (tinggi 3 m) btg 2,117,500.002 Cemara Udang Tanggung Tinggi 2.5 m) btg 1,512,500.003 Cemara Udang Kecil (tinggi 2 m) btg 907,500.004 Cabe Puya btg 181,500.005 Tumbak Rojo btg 199,650.006 Sikat Botol btg 18,150.007 Rumput Gajah Mini m2 36,300.008 Rogo Ino btg 1,210.009 Yuliana btg 3,630.0010 Palm Washington btg 24,200.0011 Song of India btg 36,300.0012 Tri Colour btg 12,100.0013 Lotus btg 60,500.0014 Sambang Dara btg 24,200.0015 Aralea btg 24,200.0016 Kacang - kacangan polybag 1,815.0017 Bakung polybag 2,178.0018 Kucir polybag 2,178.0019 Kana polybag 2,178.0020 Glodok Liar (tinggi 1.5 m) btg 79,860.0021 Blue Fanta btg 12,100.0022 Sawo Kecik btg 90,750.0023 Nanas Warna polybag 8,470.0024 Mahkota Duri polybag 3,025.0025 Jet Eropa polybag 3,025.0026 Chana Bangkok polybag 2,420.0027 Rumput Swiss m2 12,100.0028 Rumput Jipang m2 11,000.0029 Telo-Teloan polybag 1,210.0030 Pandanus polybag 1,980.0031 Zanzivera polybag 3,300.0032 Ruweliah Tegak polybag 2,475.0033 Ruweliah Roboh polybag 1,650.0034 Andang Merah polybag 4,400.00
C. UPAH TENAGA KERJA
1 Mandor Org/Hr 40,000.002 Kepala Tukang Kayu Org/Hr 37,500.003 Tukang Kayu Org/Hr 35,000.004 Kepala Tukang Batu Org/Hr 37,500.005 Tukang Batu Org/Hr 35,000.006 Kepala Tukang Cat Org/Hr 37,500.007 Tukang Cat Org/Hr 35,000.008 Kepala Tukang Listrik Org/Hr 37,500.009 Tukang Listrik Org/Hr 35,000.0010 Kepala Tukang Pipa Org/Hr 37,500.0011 Tukang Pipa Org/Hr 35,000.0012 Kepala Tukang Besi Org/Hr 37,500.0013 Tukang Besi Org/Hr 35,000.0014 Pekerja Org/Hr 30,000.0015 Penjaga Malam Org/Hr 30,000.0016 Tukang Plitur Org/Hr 35,000.0017 Instalatir Listrik Org/Hr 35,000.0018 Pembantu tukang batu Org/Hr 30,000.0019 Pembantu tukang kayu Org/Hr 30,000.0020 Pembantu tukang besi Org/Hr 30,000.0021 Pembantu tukang cat Org/Hr 30,000.0022 Pembantu tukang listrik Org/Hr 30,000.0023 Pembantu tukang pipa Org/Hr 30,000.0024 Masinis Org/Hr 40,000.0025 Pembantu masinis Org/Hr 35,000.0026 Mekanik Org/Hr 40,000.00
No. JENIS BAHAN Sat. Harga ( Rp )
27 Pembantu mekanik Org/Hr 35,000.0028 Operator Org/Hr 35,000.0029 Pengemudi / supir Org/Hr 40,000.0030 Tukang tanam Org/Hr 35,000.0031 Penjaga Api Org/Hr 35,000.00
D. SEWA ALAT
1 Sewa Pengaduk Beton 0,50 m3 ( min 3 jam ) per jam 100,000.002 Sewa Pump Water ( min 3 jam ) per jam 35,000.003 Sewa Vibarator Roller ( min 5 jam ) per jam 35,000.004 Sewa Alat Bantu ( set / 3 alat ) per jam 50,000.005 Sewa Dump Truck per jam 97,500.006 Sewa Escavator per jam 150,000.007 Alat bantu per jam 44,800.00
Pasuruan, Pebruari 2008
MENGETAHUI :KEPALA DINAS CIPTA KARYA
KABUPATEN PASURUANKABAG. TATA USAHA
Ir. BAMBANG ABIMANYUPembina Utama Muda
NIP. 510 110 977
PEMERINTAH KABUPATEN PASURUANDINAS CIPTA KARYA
DAFTAR HARGA BAHAN BANGUNAN & UPAH KERJALokasi : WILAYAH III
Tahun Anggaran : 2008
No. JENIS BAHAN Sat. Harga ( Rp )
A. BAHAN BANGUNAN
1 Pasir Urug m3 54,560.002 Pasir Pasang m3 68,750.003 Pasir Cor m3 144,000.004 Tanah Urug m3 57,970.005 Tanah Urug Taman m3 88,000.006 Gebalan Rumput m2 33,000.007 Batu Belah 15/20 m3 77,000.008 Batu pecah mesin 1/2 m3 172,500.009 Batu pecah mesin 1/1 m3 172,500.0010 Batu pecah mesin 0.5 - 1 m3 172,500.0011 Batu pecah mesin 2/3 m3 172,500.0012 Batu pecah lokal 10/15 m3 115,000.0013 Batu pecah lokal 5/7 m3 115,000.0014 Batu pecah lokal 3/5 m3 115,000.0015 Batu pecah lokal 2/3 m3 115,000.0016 Batu pecah lokal 1/2 m3 115,000.0017 Batu pecah lokal 1/1 m3 139,596.6018 Batu pecah lokal 0.5/1 m3 139,596.6019 Grasak m3 137,500.0020 Sirtu klas C m3 57,970.0021 Bata Merah bj 308.0022 Bataco bh 3,080.0023 Portland Cement (PC) 40 Kg kg 984.0024 Portland Cement (PC) 50 Kg kg 984.0025 Portland Cement (PC) Putih kg 1,650.0026 Semen Warna kg 2,875.0027 Kapur Gamping Ton 632,500.0028 Kapur Pasang ( 7 kg ) / 7 kg 12,000.0029 Semen Merah m3 149,500.0030 Besi Beton Polos kg 10,925.0031 Besi beton diameter 16 mm, 12 m ljr 155,250.0032 Besi beton diameter 12 mm, 12 m ljr 97,750.0033 Besi beton diameter 10 mm, 12 m ljr 89,700.0034 Besi beton diameter 8 mm, 12 m ljr 69,000.0035 Besi beton diameter 6 mm, 12 m ljr 34,500.0036 Besi beton diameter 5 mm, 12 m ljr 23,000.0037 Besi Beton Ulir kg 11,500.0038 Baja Profil WF & Kanal kg 10,925.0039 Baja siku L kg 10,925.0040 Baja C kg 10,925.0041 Besi pengikat konstruksi / kuda2 kayu kg 13,800.0042 Baja Plat simpul ,Trekstang,baut kg 14,375.0043 Elektroda kg 49,500.0044 Kawat Beton ( bendrat ) kg 14,375.0045 Besi Beugel/dook, angker kg 13,800.0046 Tralis Besi Siku / Plat kg 10,925.0047 Besi Strip kg 10,925.0048 Besi plat ( 4 x 8 ) tebal 2 mm Kg 10,925.0049 Buis Beton f 15 Cm bj 30,000.0050 Buis Beton f 20 Cm bj 37,375.0051 Buis Beton f 30 Cm bj 51,750.00
No. JENIS BAHAN Sat. Harga ( Rp )
52 Buis Beton f 40 Cm bj 61,600.0053 Buis Beton f 50 Cm Bh 96,000.0054 Buis beton U 15 cm Bh 15,000.0055 Buis Beton U 20 Cm Bh 18,700.0056 Buis Beton U 30 Cm Bh 25,875.0057 Buis beton U 40 cm Bh 27,000.0058 Buis beton U 50 cm Bh 42,000.0059 Minyak Cat ( B ) ltr 8,050.0060 Minyak pelumas begisting ltr 28,175.0061 Cat Meni Kayu kg 16,200.0062 Cat Meni Besi kg 25,875.0063 Cat Kayu / cat besi kg 51,750.0064 Cat Dinding kg 12,650.0065 Cat Weathersield Ltr 104,500.0066 Waterproofing Ltr 121,000.0067 Plamir Dinding kg 5,750.0068 Plamir Kayu kg 14,375.0069 Wood filler kg 31,050.0070 Sending Ltr 48,875.0071 Melamin Ltr 48,875.0072 Pewarna Ltr 42,350.0073 Tinner Ltr 23,000.0074 Vernis Ltr 30,000.0075 Dempul Kg 13,800.0076 Minyak cat / Afduner Ltr 13,800.0077 Kertas Gosok lbr 3,080.0078 Spiritus ltr 13,800.0079 Soda Api kg 12,650.0080 Kuas bh 6,160.0081 Cerelak kg 12,650.0082 Politur ltr 54,050.0083 Teak Oil ltr 42,000.0084 Teer/Residu ltr 18,000.0085 Kaca Bening 3 mm m2 50,600.0086 Kaca Bening 5 mm m2 67,760.0087 Kaca bening tebal 8 mm m2 102,000.0088 Kaca Rayband 5 mm m2 80,080.0089 Nako daun 18,700.0090 Glassblock bj 17,250.0091 Kayu Meranti Papan sgl ukuran m3 2,882,000.0092 Kayu Bengkirai Papan sgl ukuran m3 6,900,000.0093 Kayu Kamper Papan sgl ukuran m3 6,875,000.0094 Kayu Meranti Balok sgl ukuran m3 2,772,000.0095 Kayu Bengkirai Balok sgl ukuran m3 6,900,000.0096 Kayu Kamper Balok sgl ukuran m3 6,900,000.0097 Kayu Kruing Balok sgl ukuran m3 4,025,000.0098 Kayu Papan Tahun m3 2,145,000.0099 Kayu Tahun (Bekesting) m3 2,300,000.00100 Kayu List 1-5 Cm (Kamper) m' 5,750.00101 Kayu Jati Balok Bojonegoro m3 18,700,000.00102 Kayu Jati Papan Bojonegoro m3 19,250,000.00103 Kayu Jati Balok Lokal Malang m3 11,088,000.00104 Kayu Jati Papan Lokal Malang m3 12,320,000.00105 Asbes Datar 1x1 lbr 7,475.00106 Asbes datar tebal 4 mm (40x200) Lbr 11,500.00107 Asbes datar tebal 5 mm (50x200) Lbr 12,650.00108 Asbes datar tebal 6 mm (60x200) Lbr 13,800.00109 Plat asbes tebal 4 mm ( 1.00 x 1.00 ) Lbr 19,200.00110 Plat asbes tebal 5 mm ( 1.00 x 1.00 ) Lbr 20,400.00111 Harplek (0.6x2.00) lbr 12,650.00112 Triplek (90x210) 3 mm lbr 49,500.00113 Triplek (90x210) 4 mm lbr 57,805.00114 Triplek (120x240) 4 mm lbr 69,000.00115 Triplek (120x240) 3 mm lbr 56,705.00116 Multiplek (120x240) 6 mm lbr 81,650.00117 Multiplek (120x240) 9 mm lbr 120,750.00118 Multiplek (120x240) 12 mm lbr 186,300.00119 Multiplek (120x240) 18 mm lbr 212,750.00
No. JENIS BAHAN Sat. Harga ( Rp )
120 Plywood 9 mm (1.22 x 2.44) Lbr 125,350.00121 Plywood 4 mm (1.22 x 2.44) Lbr 63,250.00122 Formika lbr 135,520.00123 Ubin PC Abu-abu (20x20) m2 24,640.00124 Ubin PC Abu-abu (30x30) m2 42,900.00125 Ubin PC Warna (20x20) m2 26,840.00126 Ubin PC Warna (30x30) m2 44,000.00127 Keramik 10 x 20 m2 49,500.00128 Keramik 15 x 15 m2 49,500.00129 Keramik 15 x 20 m2 49,500.00130 Keramik 20 x 20 m2 49,500.00131 Keramik 25 x 30 m2 49,500.00132 Keramik (30x30) Polos m2 48,000.00133 Keramik (30x30) Motif m2 92,400.00134 Keramik Dinding ( 20x20 Cm, 20x25 Cm ) m2 49,500.00135 Plint Keramik 10/20,10/30 m' 43,120.00136 Plint Keramik artistik 5/20 m' 43,120.00137 Ubin Wafel (20x20) bh 1,380.00138 Asbes Gelombang Kecil (305x105) lbr 61,600.00139 Asbes Gelombang Besar (240x105) lbr 82,500.00140 Seng Gelombang (300x90) BJLS 30 lbr 74,910.00141 Seng gelombang BWG 30 / Roll ( 50 M x 90 CM ) Roll 1,800,000.00142 Seng Plat BJLS 30 Ukuran 40 cm m' 19,712.00143 Seng Plat BJLS 30 Ukuran 50 cm m' 23,000.00144 Seng Plat BJLS 30 Ukuran 60 cm m' 26,450.00145 Seng Plat BJLS 30 Ukuran 70 cm m' 29,900.00146 Seng Plat BJLS 30 Ukuran 90 cm m' 34,500.00147 Teakwood (120x240x4) lbr 84,000.00148 Teakwood (110x210x4) lbr 72,600.00149 Gypsum Board ( 120 x 240 ) 9 mm lbr 104,500.00150 Gypsum 8 mm m2 20,350.00151 Gypsum 6 mm m2 17,600.00152 List Gypsum m' 16,500.00153 Lem Kayu kg 10,350.00154 Paku balok / papan kg 14,950.00155 Paku pancing Bh 1,150.00156 Paku eternit/paku payung Kg 17,250.00157 Paku Reng Kg 14,375.00158 Engsel Pintu ukuran 12 Cm Bj 11,500.00159 Engsel pintu Stel 30,000.00160 Engsel ARCH pintu Bj 32,750.00161 Engsel Jendela ukuran 6 Cm Stel 15,600.00162 Engsel jendela Stel 15,600.00163 Engsel geser jendela & pengunci Set 220,000.00164 Engsel H Stel 9,000.00165 Engsel kuningan ARCH asli Stel 31,625.00166 Engsel angin Stel 9,000.00167 Kunci tanam biasa Bh 60,500.00168 Kunci tanam antik Bh 313,500.00169 Kunci tanam WC / KM Bh 40,250.00170 Kunci selot Bh 90,000.00171 Kunci tanam ( 808 ) Bh 7,800.00172 Kunci silinder Bh 42,000.00173 Slot besar Stel 148,500.00174 Grendel Pintu Bj 9,000.00175 Grendel Jendela Bj 6,000.00176 Hak Angin Sikutan Bj 10,200.00177 Hak Angin Kait Bj 5,400.00178 Spinh knip Bh 6,000.00179 Door stop Bh 12,000.00180 Pegangan pintu Bh 6,000.00181 Kran Air diameter 1/2" Bj 16,500.00182 Kran Air diameter 3/4" Bj 30,000.00183 Stop kran 1/2" Bj 24,750.00184 Pipa PVC Klas S 12.5 diameter 5/8" m' 1,705.00185 Pipa PVC Klas S 12.5 diameter 1/2" ( 20 mm ) m' 2,875.00186 Pipa PVC Klas S 12.5 diameter 3/4" ( 25 mm ) m' 4,265.00187 Pipa PVC Klas S 12.5 diameter 1" ( 32 mm ) m' 5,750.00
No. JENIS BAHAN Sat. Harga ( Rp )
188 Pipa PVC Klas S 12.5 diameter 1 1/4" ( 40 mm ) m' 9,050.00189 Pipa PVC Klas S 12.5 diameter 1 1/2" ( 50 mm ) m' 12,650.00190 Pipa PVC Klas S 12.5 diameter 2" ( 63 mm ) m' 18,400.00191 Pipa PVC Klas S 12.5 diameter 2 1/2" ( 75 mm ) m' 25,300.00192 Pipa PVC Klas S 12.5 diameter 3" ( 90 mm ) m' 36,800.00193 Pipa PVC Klas S 12.5 diameter 4" ( 110 mm ) m' 54,625.00194 Besi pipa galvanis kg 9,790.00195 Pipa Air GI ( Med BSA ) diameter 1/2" m' 16,830.00196 Pipa Air GI ( Med BSA ) diameter 3/4" m' 24,235.00197 Pipa Air GI ( Med BSA ) diameter 1" m' 29,650.00198 Pipa Air GI ( Med BSA ) diameter 1 1/4" m' 37,745.00199 Pipa Air GI ( Med BSA ) diameter 1 1/2" m' 40,390.00200 Pipa Air GI ( Med BSA ) diameter 2" m' 54,220.00201 Pipa Air GI ( Med BSA ) diameter 2 1/2" m' 73,285.00202 Pipa Air GI ( Med BSA ) diameter 3" m' 80,780.00203 Pipa Air GI ( Med BSA ) diameter 4" m' 118,535.00204 Keni PVC 1/2 " Bh 1,200.00205 Keni PVC 3/4 " Bh 1,800.00206 Keni PVC 2 " Bh 4,200.00207 Keni PVC 3 " Bh 6,900.00208 Keni PVC 4 " Bh 10,800.00209 Keni PVC 5 " Bh 23,000.00210 Klem PVC Bh 1,725.00211 Sakelar bj 18,000.00212 Stop kontak bj 18,000.00213 Lampu TL 1 x 20 bh 66,000.00214 Lampu TL 2 x 20, lengkap reflektor bh 82,500.00215 Lampu TL 1x 40, lengkap reflektor bh 99,000.00216 Lampu pijar 10 watt + Fitting bh 11,000.00217 Lampu pijar 40 watt + Fitting bh 22,000.00218 Lampu Pijar 15 Watt bj 9,900.00219 Lampu TL 1x20 Watt+fitting bj 45,100.00220 Lampu TL 1x40 Watt+fitting bj 60,500.00221 Fitting Lampu pijar bj 9,350.00222 Zekring bulat lengkap bh 5,500.00223 Zekering SPA 60 Amp Bh 78,000.00224 Sekering Kas 1 Group MCB Unit 49,500.00225 Sekering Kas 2 Group MCB Unit 66,000.00226 Sekering Kas 3 Group MCB Unit 99,000.00227 Kotak zekering MCB bh 52,800.00228 Kabel NGA 500 Volt 1x2.5 mm m' 2,875.00229 Kabel NYY 2x2.5 mm m' 9,856.00230 Kawat Harmonika m2 20,125.00231 Kawat Kasa harmonika m2 67,650.00232 Beton Roster/Kerawang bh 6,900.00233 Roster bata bh 7,700.00234 Genteng Lokal Vlam bj 518.00235 Genteng Lokal model Karangpilang (kodok) bj 1,093.00236 Genting keramik glazur bj 9,350.00237 Bubungan Genting keramik bj 14,375.00238 Bubungan lokal model karangpilang bj 6,160.00239 Bubungan Asbes Gelombang Kecil bj 24,750.00240 Bubungan Asbes Gelombang Besar bj 34,500.00241 Genteng Karangpilang ( Bambe ) bj 2,760.00242 Bubungan Karangpilang ( Bambe ) bj 9,000.00243 Bubungan genting Vlam pres bj 3,696.00244 Genteng beton bj 6,600.00245 Bubungan genteng beton bj 9,900.00246 Urinoir bh 1,485,000.00247 Kloset Jongkok Porselen bh 114,000.00248 Closet jongkok teraso Bh 57,500.00249 Kloset Duduk bh 2,156,000.00250 Wastafel bh 345,000.00251 Bak Mandi Fiberglas bh 247,500.00252 Floor drain bh 21,000.00253 Avoer bh 8,800.00254 Pipa / slang spiral saluran kran Set 30,000.00255 Bak teraso Bh 90,000.00
No. JENIS BAHAN Sat. Harga ( Rp )
256 Bak cuci stainlies steel Bh 230,000.00257 Bak cuci teraso Bh 150,000.00258 Water drain + Accessories Bh 46,000.00259 Seal tape (TBA) bh 1,725.00260 Isolator bh 660.00261 Las doof bh 660.00262 T dos PVC bh 5,500.00263 Paving Stone 6 cm K300 m2 43,428.00264 Paving Stone 8 cm K300 m2 53,130.00265 Kansteen 60 cm bh 28,350.00266 Kansteen 40 cm bh 14,190.00267 Pagar profil m2 495,000.00268 Pagar BRC m2 194,150.00269 Pintu aluminium m2 247,500.00270 Daun pintu PVC & kusen untuk KM/WC unit 605,000.00271 Pintu besi baja m2 517,500.00272 Jendela besi m2 440,000.00273 Door Closer bh 265,100.00274 Baut kait baja bh 935.00275 Baut bh 1,485.00276 Klem bh 1,237.50277 Roofligt Fiberglass m2 46,000.00278 Polycarbonat m2 128,400.00279 Pagar BRC Uk.2400 x 900 galvanize unit 193,200.00280 Pagar BRC Uk.2400 x 1200 galvanize unit 239,200.00281 Pagar BRC Uk.2400 x 1500 galvanize unit 253,687.50282 Pagar BRC Uk.2400 x 1750 galvanize unit 368,000.00283 Pagar BRC Uk.2400 x 1900 galvanize unit 393,300.00284 Pintu Swing Tunggal Uk. 1000 x 1000 galvanize unit 306,900.00285 Pintu Swing Tunggal Uk. 1000 x 1200 galvanize unit 346,500.00286 Pintu Swing Tunggal Uk. 1000 x 1500 galvanize unit 470,250.00287 Pintu Swing Ganda Uk. 2500 x 1200 galvanize unit 841,225.00288 Pintu Swing Ganda Uk. 2500 x 1500 galvanize unit 1,051,100.00289 Pintu Swing Ganda Uk. 3000 x 1200 galvanize unit 1,006,250.00290 Pintu Swing Ganda Uk. 3000 x 1500 galvanize unit 1,265,000.00291 Pintu Dorong Uk. 3000 x 1200 galvanize unit 1,299,375.00292 Pintu Dorong Uk. 3000 x 1500 galvanize unit 1,485,000.00293 Tiang penghubung Uk. f 1.5" x 1200 btg 82,800.00294 Tiang penghubung Uk. f 1.5" x 1500 btg 123,625.00295 Tiang penghubung Uk. f 1.5" x 1800 btg 77,962.50296 Tiang penghubung Uk. f 1.5" x 2000 btg 84,150.00297 Tiang penghubung Uk. f 1.5" x 2250 btg 129,950.00298 Tiang penghubung Uk. f 1.5" x 2400 btg 135,930.00299 Tiang penghubung Uk. f 2.0" x 1200 btg 104,650.00300 Tiang penghubung Uk. f 2.0" x 1500 btg 121,900.00301 Tiang penghubung Uk. f 2.0" x 1800 btg 135,700.00302 Tiang penghubung Uk. f 2.0" x 2000 btg 147,200.00303 Tiang penghubung Uk. f 2.0" x 2250 btg 163,300.00304 Tiang penghubung Uk. f 2.0" x 2400 btg 203,550.00305 Batu alam bobos/palimanan/klinker m2 82,500.00306 Profil Aluminium 4" m' 62,150.00307 Karet kusen aluminium m' 3,300.00308 Slimar Aluminium m' 40,700.00309 Kawat duri pagar m' 7,425.00310 Dolken kayu gelam btg 8,250.00311 Gedeg gulung m2 29,645.00312 Bambu ljr 18,480.00313 Tekblock m2 82,500.00314 Fabr kons rangka atap baja Zincalume m2 264,000.00315 Fabr kons rangka plafond baja Zincalume m2 143,750.00316 Seng fumira m2 71,500.00317 Aspal beton kg 7,475.00318 Aspal curah kg 6,555.00319 Kayu bakar m3 230,000.00320 Minyak tanah Ltr 3,450.00321 Fotocell ( sensor ) + Kontaktor unit 550,000.00322 Calciplank 0.1 x 2.4 m m' 28,750.00323 Calciplank 0.2 x 2.4 m m' 43,240.00
No. JENIS BAHAN Sat. Harga ( Rp )
324 Calciplank 0.3 x 2.4 m m' 64,200.00325 Kawat wire mesh kg 10,500.00
B. TANAMAN LAIN - LAIN
1 Cemara Udang Besar (tinggi 3 m) btg 2,117,500.002 Cemara Udang Tanggung Tinggi 2.5 m) btg 1,512,500.003 Cemara Udang Kecil (tinggi 2 m) btg 907,500.004 Cabe Puya btg 181,500.005 Tumbak Rojo btg 199,650.006 Sikat Botol btg 18,150.007 Rumput Gajah Mini m2 36,300.008 Rogo Ino btg 1,210.009 Yuliana btg 3,630.0010 Palm Washington btg 24,200.0011 Song of India btg 36,300.0012 Tri Colour btg 12,100.0013 Lotus btg 60,500.0014 Sambang Dara btg 24,200.0015 Aralea btg 24,200.0016 Kacang - kacangan polybag 1,815.0017 Bakung polybag 2,178.0018 Kucir polybag 2,178.0019 Kana polybag 2,178.0020 Glodok Liar (tinggi 1.5 m) btg 79,860.0021 Blue Fanta btg 12,100.0022 Sawo Kecik btg 90,750.0023 Nanas Warna polybag 8,470.0024 Mahkota Duri polybag 3,025.0025 Jet Eropa polybag 3,025.0026 Chana Bangkok polybag 2,420.0027 Rumput Swiss m2 12,100.0028 Rumput Jipang m2 11,000.0029 Telo-Teloan polybag 1,210.0030 Pandanus polybag 1,980.0031 Zanzivera polybag 3,300.0032 Ruweliah Tegak polybag 2,475.0033 Ruweliah Roboh polybag 1,650.0034 Andang Merah polybag 4,400.00
C. UPAH TENAGA KERJA
1 Mandor Org/Hr 40,000.002 Kepala Tukang Kayu Org/Hr 37,500.003 Tukang Kayu Org/Hr 35,000.004 Kepala Tukang Batu Org/Hr 37,500.005 Tukang Batu Org/Hr 35,000.006 Kepala Tukang Cat Org/Hr 37,500.007 Tukang Cat Org/Hr 35,000.008 Kepala Tukang Listrik Org/Hr 37,500.009 Tukang Listrik Org/Hr 35,000.0010 Kepala Tukang Pipa Org/Hr 37,500.0011 Tukang Pipa Org/Hr 35,000.0012 Kepala Tukang Besi Org/Hr 37,500.0013 Tukang Besi Org/Hr 35,000.0014 Pekerja Org/Hr 30,000.0015 Penjaga Malam Org/Hr 30,000.0016 Tukang Plitur Org/Hr 35,000.0017 Instalatir Listrik Org/Hr 35,000.0018 Pembantu tukang batu Org/Hr 30,000.0019 Pembantu tukang kayu Org/Hr 30,000.0020 Pembantu tukang besi Org/Hr 30,000.0021 Pembantu tukang cat Org/Hr 30,000.0022 Pembantu tukang listrik Org/Hr 30,000.0023 Pembantu tukang pipa Org/Hr 30,000.0024 Masinis Org/Hr 40,000.0025 Pembantu masinis Org/Hr 35,000.0026 Mekanik Org/Hr 40,000.00
No. JENIS BAHAN Sat. Harga ( Rp )
27 Pembantu mekanik Org/Hr 35,000.0028 Operator Org/Hr 35,000.0029 Pengemudi / supir Org/Hr 40,000.0030 Tukang tanam Org/Hr 35,000.0031 Penjaga Api Org/Hr 35,000.00
D. SEWA ALAT
1 Sewa Pengaduk Beton 0,50 m3 ( min 3 jam ) per jam 100,000.002 Sewa Pump Water ( min 3 jam ) per jam 35,000.003 Sewa Vibarator Roller ( min 5 jam ) per jam 35,000.004 Sewa Alat Bantu ( set / 3 alat ) per jam 50,000.005 Sewa Dump Truck per jam 97,500.006 Sewa Escavator per jam 150,000.007 Alat bantu per jam 44,800.00
BIDANG BANGUNAN
9. ANALISA BIAYA KONSTRUKSI PEKERJAAN SANITASI
9.1 Memasang 1 buah kloset duduk / monoblok9.1.1 Bahan
1 Bh Kloset duduk / monoblok @ Rp 2,156,000.00 = Rp 2,156,000.00
6% Harga kloset Perlengkapan @ Rp 129,360.00 = Rp 129,360.00 Jumlah (1) = Rp 2,285,360.00
9.1.2 Tenaga3.300 Org Pekerja @ Rp 30,000.00 = Rp 99,000.00 1.100 Org Tukang batu @ Rp 35,000.00 = Rp 38,500.00 0.001 Org Kepala tukang @ Rp 37,500.00 = Rp 37.50
0.160 Org Mandor @ Rp 40,000.00 = Rp 6,400.00 Jumlah (2) = Rp 143,937.50
Jumlah (1) + (2) = Rp 2,429,297.50
9.2 Memasang 1 buah kloset jongkok porselen9.2.1 Bahan
1.000 Bh Kloset jongkok porselen @ Rp 114,000.00 = Rp 114,000.00 6.000 Kg Semen portland @ Rp 984.00 = Rp 5,904.00 0.010 M³ Pasir pasang @ Rp 68,750.00 = Rp 687.50
Jumlah (1) = Rp 120,591.50 9.2.2 Tenaga
1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00 0.350 Org Kepala tukang @ Rp 37,500.00 = Rp 13,125.00
0.100 Org Mandor @ Rp 40,000.00 = Rp 4,000.00 Jumlah (2) = Rp 59,375.00
Jumlah (1) + (2) = Rp 179,966.50
9.3 Memasang 1 buah kloset jongkok teraso9.3.1 Bahan
1.000 Bh Kloset jongkok teraso @ Rp 57,500.00 = Rp 57,500.00 7.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 2,156.00 6.000 Kg Semen portland @ Rp 984.00 = Rp 5,904.00
0.010 M³ Pasir pasang @ Rp 68,750.00 = Rp 687.50 Jumlah (1) = Rp 66,247.50
9.3.2 Tenaga1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 1.500 Org Tukang batu @ Rp 35,000.00 = Rp 52,500.00 0.300 Org Kepala tukang @ Rp 37,500.00 = Rp 11,250.00
0.110 Org Mandor @ Rp 40,000.00 = Rp 4,400.00 Jumlah (2) = Rp 98,150.00
Jumlah (1) + (2) = Rp 164,397.50
9.4 Memasang 1 buah urinoir9.4.1 Bahan
1.000 Bh Urinoir @ Rp 1,485,000.00 = Rp 1,485,000.00 30% Harga urinoir Perlengkapan @ Rp 445,500.00 = Rp 445,500.00
6.000 Kg Semen portland @ Rp 984.00 = Rp 5,904.00
0.010 M³ Pasir pasang @ Rp 68,750.00 = Rp 687.50 Jumlah (1) = Rp 1,937,091.50
9.4.2 Tenaga1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 1.000 Org Tukang batu @ Rp 35,000.00 = Rp 35,000.00 0.100 Org Kepala tukang @ Rp 37,500.00 = Rp 3,750.00
0.100 Org Mandor @ Rp 40,000.00 = Rp 4,000.00 Jumlah (2) = Rp 72,750.00
Jumlah (1) + (2) = Rp 2,009,841.50
9.5 Memasang 1 buah wastafel9.5.1 Bahan
1.000 Bh Wastafel @ Rp 345,000.00 = Rp 345,000.00 12% Harga kloset Perlengkapan @ Rp 41,400.00 = Rp 41,400.00
6.000 Kg Semen abu - abu @ Rp 984.00 = Rp 5,904.00
0.010 M³ Pasir pasang @ Rp 68,750.00 = Rp 687.50 Jumlah (1) = Rp 392,991.50
9.5.2 Tenaga1.200 Org Pekerja @ Rp 30,000.00 = Rp 36,000.00 1.450 Org Tukang batu @ Rp 35,000.00 = Rp 50,750.00 0.150 Org Kepala tukang @ Rp 37,500.00 = Rp 5,625.00
0.100 Org Mandor @ Rp 40,000.00 = Rp 4,000.00 Jumlah (2) = Rp 96,375.00
Jumlah (1) + (2) = Rp 489,366.50
9.6 Memasang 1 buah bak mandi Fibreglass volume 0,30 m³
BIDANG BANGUNAN
9.6.1 Bahan1.000 Bh Bak fibreglass @ Rp 247,500.00 = Rp 247,500.00
18% Harga bak Perlengkapan @ Rp 44,550.00 = Rp 44,550.00 Jumlah (1) = Rp 292,050.00
9.6.2 Tenaga1.800 Org Pekerja @ Rp 30,000.00 = Rp 54,000.00 2.700 Org Tukang batu @ Rp 35,000.00 = Rp 94,500.00 0.540 Org Kepala tukang @ Rp 37,500.00 = Rp 20,250.00
0.110 Org Mandor @ Rp 40,000.00 = Rp 4,400.00 Jumlah (2) = Rp 173,150.00
Jumlah (1) + (2) = Rp 465,200.00
9.7 Memasang 1 buah bak mandi batu bata volume 0,30 m³9.7.1 Bahan
0.400 M³ Batu bata @ Rp 308.00 = Rp 123.20 120.000 Kg Semen portland @ Rp 984.00 = Rp 118,080.00
0.300 M³ Pasir pasang @ Rp 68,750.00 = Rp 20,625.00 360.000 Bh Porselen (11 x 11) cm @ = Rp -
6.000 Kg Semen nat @ Rp 2,875.00 = Rp 17,250.00 Jumlah (1) = Rp 156,078.20
9.7.2 Tenaga6.000 Org Pekerja @ Rp 30,000.00 = Rp 180,000.00 3.000 Org Tukang batu @ Rp 35,000.00 = Rp 105,000.00 0.300 Org Kepala tukang @ Rp 37,500.00 = Rp 11,250.00
0.300 Org Mandor @ Rp 40,000.00 = Rp 12,000.00 Jumlah (2) = Rp 308,250.00
Jumlah (1) + (2) = Rp 464,328.20
9.8 1 Membuat 1 buah bak beton volume 1 m³ air9.8.1 Bahan
0.900 M³ Beton 1 : 1½ : 2½ @ Rp - = Rp - 180.000 Kg Besi beton @ Rp 10,925.00 = Rp 1,966,500.00
8.000 M³ Kayu cetakan @ Rp - = Rp - 5.000 M² Ubin porselen @ Rp - = Rp -
10% Harga total bahan Perlengkapan @ Rp - = Rp - Jumlah (1) = Rp 1,966,500.00
9.8.2 Tenaga3.500 Org Pekerja @ Rp 30,000.00 = Rp 105,000.00 4.500 Org Tukang batu @ Rp 35,000.00 = Rp 157,500.00 0.900 Org Kepala tukang @ Rp 37,500.00 = Rp 33,750.00
0.900 Org Mandor @ Rp 40,000.00 = Rp 36,000.00 Jumlah (2) = Rp 332,250.00
Jumlah (1) + (2) = Rp 2,298,750.00
9.9 Memasang 1 buah bak fibreglass volume 1 m³ air9.9.1 Bahan
1.000 Bh Bak fiberglass @ Rp 247,500.00 = Rp 247,500.00
12% Harga bak Perlengkapan @ Rp 29,700.00 = Rp 29,700.00 Jumlah (1) = Rp 277,200.00
9.9.2 Tenaga3.000 Org Pekerja @ Rp 30,000.00 = Rp 90,000.00 4.500 Org Tukang batu @ Rp 35,000.00 = Rp 157,500.00 0.900 Org Kepala tukang @ Rp 37,500.00 = Rp 33,750.00
0.900 Org Mandor @ Rp 40,000.00 = Rp 36,000.00 Jumlah (2) = Rp 317,250.00
Jumlah (1) + (2) = Rp 594,450.00
9.10 Memasang 1 m' pipa beton/ beton buis, diameter 20 cm9.10.1 Bahan
0.180 M³ Galian tanah @ Rp 23,500.00 = Rp 4,230.00 0.045 M³ Pasir urug @ Rp 54,560.00 = Rp 2,455.20 1.000 M2 Pas. 1 Bata merah 1:3 @ Rp 108,749.05 = Rp 108,749.05
1.000 bh @ Rp 37,375.00 = Rp 37,375.00 Jumlah (1) = Rp 152,809.25
9.10.2 Tenaga0.140 Org Pekerja @ Rp 30,000.00 = Rp 4,200.00 0.070 Org Tukang batu @ Rp 35,000.00 = Rp 2,450.00 0.007 Org Kepala tukang @ Rp 37,500.00 = Rp 262.50
0.007 Org Mandor @ Rp 40,000.00 = Rp 280.00 Jumlah (2) = Rp 7,192.50
Jumlah (1) + (2) = Rp 160,001.75
9.11 Memasang 1 m' pipa beton/beton buis, diameter 30 cm9.11.1 Bahan
0.180 M³ Galian tanah @ Rp 23,500.00 = Rp 4,230.00 0.045 M³ Pasir urug @ Rp 54,560.00 = Rp 2,455.20 1.000 M2 Pas. 1 Bata merah 1:3 @ Rp 108,749.05 = Rp 108,749.05
Buis beton f 20 cm
BIDANG BANGUNAN
1.000 bh @ Rp 51,750.00 = Rp 51,750.00 Jumlah (1) = Rp 167,184.25
9.11.2 Tenaga0.380 Org Pekerja @ Rp 30,000.00 = Rp 11,400.00 0.190 Org Tukang batu @ Rp 35,000.00 = Rp 6,650.00 0.019 Org Kepala tukang @ Rp 37,500.00 = Rp 712.50
0.019 Org Mandor @ Rp 40,000.00 = Rp 760.00 Jumlah (2) = Rp 19,522.50
Jumlah (1) + (2) = Rp 186,706.75
9.12 Memasang 1 m' Saluran pipa beton/ beton buis U 20 cm9.12.1 Bahan
0.180 M³ Galian tanah @ Rp 23,500.00 = Rp 4,230.00 0.045 M³ Pasir urug @ Rp 54,560.00 = Rp 2,455.20 1.000 M2 Pas. 1/2 Bata merah 1:3 @ Rp 51,925.08 = Rp 51,925.08 1.350 m2 Plester 1:3 @ Rp 21,445.33 = Rp 28,951.20
1.000 bh Buis beton U 20 cm @ Rp 18,700.00 = Rp 18,700.00 Jumlah (1) = Rp 106,261.48
9.12.2 Tenaga0.140 Org Pekerja @ Rp 30,000.00 = Rp 4,200.00 0.070 Org Tukang batu @ Rp 35,000.00 = Rp 2,450.00 0.007 Org Kepala tukang @ Rp 37,500.00 = Rp 262.50
0.007 Org Mandor @ Rp 40,000.00 = Rp 280.00 Jumlah (2) = Rp 7,192.50
Jumlah (1) + (2) = Rp 113,453.98
9.13 Memasang 1 m' Saluran pipa beton/ beton buis U 30 cm9.13.1 Bahan
0.180 M³ Galian tanah @ Rp 23,500.00 = Rp 4,230.00 0.045 M³ Pasir urug @ Rp 54,560.00 = Rp 2,455.20 1.000 M2 Pas. 1/2 Bata merah 1:3 @ Rp 51,925.08 = Rp 51,925.08 1.350 m2 Plester 1:3 @ Rp 21,445.33 = Rp 28,951.20
1.000 bh Buis beton U 30 cm @ Rp 25,875.00 = Rp 25,875.00 Jumlah (1) = Rp 113,436.48
9.13.2 Tenaga0.140 Org Pekerja @ Rp 30,000.00 = Rp 4,200.00 0.070 Org Tukang batu @ Rp 35,000.00 = Rp 2,450.00 0.007 Org Kepala tukang @ Rp 37,500.00 = Rp 262.50
0.007 Org Mandor @ Rp 40,000.00 = Rp 280.00 Jumlah (2) = Rp 7,192.50
Jumlah (1) + (2) = Rp 120,628.98
9.14 Memasang 1 buah bak kontrol pasangan batu bata ukuran (30 x 30) cm, tinggi 35 cm9.14.1 Bahan
0.145 M³ Batu bata @ Rp 308.00 = Rp 44.66 44.000 Kg Semen portland @ Rp 984.00 = Rp 43,296.00
0.070 M³ Pasir pasang @ Rp 68,750.00 = Rp 4,812.50 0.070 M³ Batu kerikil @ Rp 172,500.00 = Rp 12,075.00 1.600 Kg Besi beton @ Rp 10,925.00 = Rp 17,480.00 0.060 M³ Pasir beton @ Rp 144,000.00 = Rp 8,640.00
Jumlah (1) = Rp 86,348.16 9.14.2 Tenaga
3.200 Org Pekerja @ Rp 30,000.00 = Rp 96,000.00 1.015 Org Tukang batu @ Rp 35,000.00 = Rp 35,525.00
0.0015 Org Kepala tukang @ Rp 37,500.00 = Rp 56.25
0.016 Org Mandor @ Rp 40,000.00 = Rp 640.00 Jumlah (2) = Rp 132,221.25
Jumlah (1) + (2) = Rp 218,569.41
9.15 Memasang 1 buah bak kontrol pasangan batu bata ukuran (45 x 45) cm, tinggi 50 cm9.15.1 Bahan
0.250 M³ Batu bata @ Rp 308.00 = Rp 77.00 77.000 Kg Semen portland @ Rp 984.00 = Rp 75,768.00
0.130 M³ Pasir pasang @ Rp 68,750.00 = Rp 8,937.50 0.020 M³ Batu kerikil @ Rp 172,500.00 = Rp 3,450.00 2.600 Kg Besi beton @ Rp 10,925.00 = Rp 28,405.00
0.090 M³ Pasir beton @ Rp 144,000.00 = Rp 12,960.00 Jumlah (1) = Rp 129,597.50
9.15.2 Tenaga1.420 Org Pekerja @ Rp 30,000.00 = Rp 42,600.00 0.473 Org Tukang batu @ Rp 35,000.00 = Rp 16,555.00 0.047 Org Kepala tukang @ Rp 37,500.00 = Rp 1,762.50
0.071 Org Mandor @ Rp 40,000.00 = Rp 2,840.00 Jumlah (2) = Rp 63,757.50
Jumlah (1) + (2) = Rp 193,355.00
9.16 Memasang 1 buah bak kontrol pasangan batu bata ukuran (60 x 60) cm, tinggi 65 cm
Buis beton f 30 cm
BIDANG BANGUNAN
9.16.1 Bahan0.371 M³ Batu bata @ Rp 308.00 = Rp 114.27
114.000 Kg Semen portland @ Rp 984.00 = Rp 112,176.00 0.184 M³ Pasir pasang @ Rp 68,750.00 = Rp 12,650.00 0.033 M³ Batu kerikil @ Rp 172,500.00 = Rp 5,692.50 4.850 Kg Besi beton @ Rp 10,925.00 = Rp 52,986.25
0.120 M³ Pasir beton @ Rp 144,000.00 = Rp 17,280.00 Jumlah (1) = Rp 200,899.02
9.16.2 Tenaga2.160 Org Pekerja @ Rp 30,000.00 = Rp 64,800.00 0.720 Org Tukang batu @ Rp 35,000.00 = Rp 25,200.00 0.072 Org Kepala tukang @ Rp 37,500.00 = Rp 2,700.00 0.108 Org Mandor @ Rp 40,000.00 = Rp 4,320.00
0.100 Org Tukang gali @ Rp 35,000.00 = Rp 3,500.00 Jumlah (2) = Rp 100,520.00
Jumlah (1) + (2) = Rp 301,419.02
9.17 Memasang 1 m' pipa galvanis diameter ½"9.17.1 Bahan
1.200 M' Pipa galvanis @ Rp 16,830.00 = Rp 20,196.00
35,0% Harga pipa Perlengkapan @ Rp 5,890.50 = Rp 5,890.50 Jumlah (1) = Rp 26,086.50
9.17.2 Tenaga0.054 Org Pekerja @ Rp 30,000.00 = Rp 1,620.00 0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00 0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.027 Org Mandor @ Rp 40,000.00 = Rp 1,080.00 Jumlah (2) = Rp 6,187.50
Jumlah (1) + (2) = Rp 32,274.00
9.18 Memasang 1 m' pipa galvanis diameter ¾"9.18.1 Bahan
1.200 M' Pipa galvanis @ Rp 24,235.00 = Rp 29,082.00
35,0% Harga pipa Perlengkapan @ Rp 8,482.25 = Rp 8,482.25 Jumlah (1) = Rp 37,564.25
9.18.2 Tenaga0.054 Org Pekerja @ Rp 30,000.00 = Rp 1,620.00 0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00 0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.027 Org Mandor @ Rp 40,000.00 = Rp 1,080.00 Jumlah (2) = Rp 6,187.50
Jumlah (1) + (2) = Rp 43,751.75
9.19 Memasang 1 m' pipa galvanis diameter 1"9.19.1 Bahan
1.200 M' Pipa galvanis @ Rp 29,650.00 = Rp 35,580.00
35,0% Harga pipa Perlengkapan @ Rp 10,377.50 = Rp 10,377.50 Jumlah (1) = Rp 45,957.50
9.19.2 Tenaga0.054 Org Pekerja @ Rp 30,000.00 = Rp 1,620.00 0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00 0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.027 Org Mandor @ Rp 40,000.00 = Rp 1,080.00 Jumlah (2) = Rp 6,187.50
Jumlah (1) + (2) = Rp 52,145.00
9.20 Memasang 1 m' pipa galvanis diameter 1½"9.20.1 Bahan
1.200 1,2 M' Pipa galvanis @ Rp 40,390.00 = Rp 48,468.00
35,0% Harga pipa Perlengkapan @ Rp 14,136.50 = Rp 14,136.50 Jumlah (1) = Rp 62,604.50
9.20.2 Tenaga0.108 Org Pekerja @ Rp 30,000.00 = Rp 3,240.00 0.180 Org Tukang batu @ Rp 35,000.00 = Rp 6,300.00 0.018 Org Kepala tukang @ Rp 37,500.00 = Rp 675.00
0.0054 Org Mandor @ Rp 40,000.00 = Rp 216.00 Jumlah (2) = Rp 10,431.00
Jumlah (1) + (2) = Rp 73,035.50
9.21 Memasang 1 m' pipa PVC diameter ½" AW9.21.1 Bahan
1.200 M' Pipa PVC @ Rp 2,875.00 = Rp 3,450.00
35,0% Harga pipa Perlengkapan @ Rp 1,006.25 = Rp 1,006.25 Jumlah (1) = Rp 4,456.25
9.21.2 Tenaga0.036 Org Pekerja @ Rp 30,000.00 = Rp 1,080.00 0.060 Org Tukang batu @ Rp 35,000.00 = Rp 2,100.00
BIDANG BANGUNAN
0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00
0.0018 Org Mandor @ Rp 40,000.00 = Rp 72.00 Jumlah (2) = Rp 3,477.00
Jumlah (1) + (2) = Rp 7,933.25
9.22 Memasang 1 m' pipa PVC diameter ¾" AW9.22.1 Bahan
1.200 M' Pipa PVC @ Rp 4,265.00 = Rp 5,118.00
35,0% Harga pipa Perlengkapan @ Rp 1,492.75 = Rp 1,492.75 Jumlah (1) = Rp 6,610.75
9.22.2 Tenaga0.036 Org Pekerja @ Rp 30,000.00 = Rp 1,080.00 0.060 Org Tukang batu @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00
0.0018 Org Mandor @ Rp 40,000.00 = Rp 72.00 Jumlah (2) = Rp 3,477.00
Jumlah (1) + (2) = Rp 10,087.75
9.23 Memasang 1 m' pipa PVC diameter 3" AW9.23.1 Bahan
1.200 M' Pipa PVC @ Rp 36,800.00 = Rp 44,160.00
35,0% Harga pipa Perlengkapan @ Rp 12,880.00 = Rp 12,880.00 Jumlah (1) = Rp 57,040.00
9.23.2 Tenaga0.081 Org Pekerja @ Rp 30,000.00 = Rp 2,430.00 0.135 Org Tukang batu @ Rp 35,000.00 = Rp 4,725.00
0.0135 Org Kepala tukang @ Rp 37,500.00 = Rp 506.25
0.0041 Org Mandor @ Rp 40,000.00 = Rp 164.00 Jumlah (2) = Rp 7,825.25
Jumlah (1) + (2) = Rp 64,865.25
9.24 Memasang 1 m' pipa PVC tipe AW diameter 4"9.24.1 Bahan
1.200 M' Pipa PVC @ Rp 54,625.00 = Rp 65,550.00
35,0% Harga pipa Perlengkapan @ Rp 19,118.75 = Rp 19,118.75 Jumlah (1) = Rp 84,668.75
9.24.2 Tenaga0.081 Org Pekerja @ Rp 30,000.00 = Rp 2,430.00 0.135 Org Tukang batu @ Rp 35,000.00 = Rp 4,725.00
0.0135 Org Kepala tukang @ Rp 37,500.00 = Rp 506.25
0.0041 Org Mandor @ Rp 40,000.00 = Rp 164.00 Jumlah (2) = Rp 7,825.25
Jumlah (1) + (2) = Rp 92,494.00
9.25 Memasang 1 bh bak cuci piring stainless steel9.25.1 Bahan
1.000 Bh Bak cuci stainless steel @ = Rp -
1.000 Set Water drain + asesories @ = Rp - Jumlah (1) = Rp -
9.25.2 Tenaga0.030 Org Pekerja @ Rp 30,000.00 = Rp 900.00 0.300 Org Tukang batu @ Rp 35,000.00 = Rp 10,500.00 0.030 Org Kepala tukang @ Rp 37,500.00 = Rp 1,125.00
0.0015 Org Mandor @ Rp 40,000.00 = Rp 60.00 Jumlah (2) = Rp 12,585.00
Jumlah (1) + (2) = Rp 12,585.00
9.26 Memasang 1 bh bak cuci piring teraso9.26.1 Bahan
1.000 Bh Bak cuci teraso @ = Rp - 1.000 Bh Water drain + asesories @ = Rp -
20.000 Kg Semen portland @ Rp 984.00 = Rp 19,680.00 0.050 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,437.50
Jumlah (1) = Rp 23,117.50 9.26.2 Tenaga
0.050 Org Pekerja @ Rp 30,000.00 = Rp 1,500.00 0.500 Org Tukang batu @ Rp 35,000.00 = Rp 17,500.00 0.050 Org Kepala tukang @ Rp 37,500.00 = Rp 1,875.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 20,975.00
Jumlah (1) + (2) = Rp 44,092.50
9.27 Memasang 1 bh kran diameter ¾" 9.27.1 Bahan
1.000 Bh Kran air diameter 3/4" @ Rp 30,000.00 = Rp 30,000.00 0.025 Bh Seal tape @ Rp 1,725.00 = Rp 43.13
Jumlah (1) = Rp 30,043.13
BIDANG BANGUNAN
9.27.2 Tenaga0.010 Org Pekerja @ Rp 30,000.00 = Rp 300.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 4,375.00
Jumlah (1) + (2) = Rp 34,418.13
9.27 Memasang 1 bh kran diameter ½"9.27.1 Bahan
1.000 Bh diameter 1/2" @ Rp 16,500.00 = Rp 16,500.00 0.025 Bh Seal tape @ Rp 1,725.00 = Rp 43.13
Jumlah (1) = Rp 16,543.13 9.27.2 Tenaga
0.010 Org Pekerja @ Rp 30,000.00 = Rp 300.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 4,375.00
Jumlah (1) + (2) = Rp 20,918.13
9.28 Memasang 1 bh Screen & Avour9.28.1 Bahan
1.000 Bh Floor drain ( Screen & Avour) @ Rp 21,000.00 = Rp 21,000.00 Jumlah (1) = Rp 21,000.00
9.28.2 Tenaga0.010 Org Pekerja @ Rp 30,000.00 = Rp 300.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 4,375.00
Jumlah (1) + (2) = Rp 25,375.00
BIDANG BANGUNAN
16. ANALISA BIAYA KONSTRUKSI PEKERJAAN LISTRIK
16.1 1 Titik Pasang Instalasi Listrik16.1.1 Tenaga
0.500 hari Tukang Listrik @ Rp 35,000.00 = Rp 17,500.00 Jumlah (1) = Rp 17,500.00
16.1.2 Bahan8.000 m' Kabel NGA 1 x 2.5 mm @ Rp 2,875.00 = Rp 23,000.00 4.000 m' Pipa PVC 5/8" @ Rp 1,705.00 = Rp 6,820.00 5.000 bh Isolator @ Rp 660.00 = Rp 3,300.00
4.0000 bh Las doof @ Rp 660.00 = Rp 2,640.00
2.0000 bh T dos PVC @ Rp 5,500.00 = Rp 2,640.00 Jumlah (2) = Rp 38,400.00
Jumlah (1) + (2) = Rp 55,900.00
BIDANG BANGUNAN
15. ANALISA BIAYA KONSTRUKSI PEKERJAAN HALAMAN
15.1 1 m² Pas. Paving Stone 6 cm K30015.1.1 Bahan
1.000 m2 Paving Stone 6 cm @ Rp 43,428.00 = Rp 43,428.00 Jumlah (1) = Rp 43,428.00
15.1.2 Tenaga0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00 0.125 Org Tukang batu @ Rp 35,000.00 = Rp 4,375.00 0.013 Org Kepala tukang @ Rp 37,500.00 = Rp 487.50
0.0125 Org Mandor @ Rp 40,000.00 = Rp 500.00 Jumlah (2) = Rp 12,862.50
Jumlah (1) + (2) = Rp 56,290.50
BIDANG BANGUNAN
11. ANALISA BIAYA KONSTRUKSI PEKERJAAN KUNCI DAN KACA
11.1 1 bh Pasang kunci tanam antik11.1.1 Bahan
1.000 Bh Kunci tanam antik @ Rp 313,500.00 = Rp 313,500.00 Jumlah (1) = Rp 313,500.00
11.1.2 Tenaga0.060 Org Pekerja @ Rp 30,000.00 = Rp 1,800.00 0.600 Org Tukang kayu @ Rp 35,000.00 = Rp 21,000.00 0.060 Org Kepala tukang @ Rp 37,500.00 = Rp 2,250.00
0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00 Jumlah (2) = Rp 25,170.00
Jumlah (1) + (2) = Rp 338,670.00
11.2 1 bh Pasang kunci tanam biasa11.2.1 Bahan
1.000 Bh Kunci tanam biasa @ Rp 60,500.00 = Rp 60,500.00 Jumlah (1) = Rp 60,500.00
11.2.2 Tenaga0.010 Org Pekerja @ Rp 30,000.00 = Rp 300.00 0.500 Org Tukang kayu @ Rp 35,000.00 = Rp 17,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 18,375.00
Jumlah (1) + (2) = Rp 78,875.00
11.2 1 bh Pasang kunci tanam kamar mandi11.2.1 Bahan
1.000 Bh Kunci tanam kamar mandi @ Rp 40,250.00 = Rp 40,250.00 Jumlah (1) = Rp 40,250.00
11.2.2 Tenaga0.005 Org Pekerja @ Rp 30,000.00 = Rp 150.00 0.500 Org Tukang kayu @ Rp 35,000.00 = Rp 17,500.00 0.005 Org Kepala tukang @ Rp 37,500.00 = Rp 187.50
0.00250 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 17,937.50
Jumlah (1) + (2) = Rp 58,187.50
11.3 1 bh Pasang kunci silinder11.3.1 Bahan
1.000 Bh Kunci silinder @ Rp 40,250.00 = Rp 40,250.00 Jumlah (1) = Rp 40,250.00
11.3.2 Tenaga0.005 Org Pekerja @ Rp 30,000.00 = Rp 150.00 0.500 Org Tukang kayu @ Rp 35,000.00 = Rp 17,500.00 0.005 Org Kepala tukang @ Rp 37,500.00 = Rp 187.50
0.00025 Org Mandor @ Rp 40,000.00 = Rp 10.00 Jumlah (2) = Rp 17,847.50
Jumlah (1) + (2) = Rp 58,097.50
BIDANG BANGUNAN
11.4 1 bh Pasang engsel pintu11.4.1 Bahan
1.000 Bh Engsel pintu @ Rp 32,750.00 = Rp 32,750.00 Jumlah (1) = Rp 32,750.00
11.4.2 Tenaga0.015 Org Pekerja @ Rp 30,000.00 = Rp 450.00 0.150 Org Tukang kayu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.00075 Org Mandor @ Rp 40,000.00 = Rp 30.00 Jumlah (2) = Rp 6,292.50
Jumlah (1) + (2) = Rp 39,042.50
11.5 1 bh Pasang engsel jendela kupu - kupu11.5.1 Bahan
1.000 Bh Engsel jendela @ Rp 15,600.00 = Rp 15,600.00 Jumlah (1) = Rp 15,600.00
11.5.2 Tenaga0.010 Org Pekerja @ Rp 30,000.00 = Rp 300.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0005 Org Mandor @ Rp 40,000.00 = Rp 20.00 Jumlah (2) = Rp 4,195.00
Jumlah (1) + (2) = Rp 19,795.00
11.5 1 bh Pasang engsel angin11.5.1 Bahan
1.000 Bh Engsel angin @ = Rp - Jumlah (1) = Rp -
11.5.2 Tenaga0.010 Org Pekerja @ Rp 30,000.00 = Rp 300.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0005 Org Mandor @ Rp 40,000.00 = Rp 20.00 Jumlah (2) = Rp 4,195.00
Jumlah (1) + (2) = Rp 4,195.00
11.6 1 bh Pasang kait angin11.6.1 Bahan
1.000 Bh Kait angin Rp 5,400.00 = Rp 5,400.00 Jumlah (1) = Rp 5,400.00
11.6.2 Tenaga0.015 Org Pekerja @ Rp 30,000.00 = Rp 450.00 0.150 Org Tukang kayu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.00075 Org Mandor @ Rp 40,000.00 = Rp 30.00 Jumlah (2) = Rp 6,292.50
Jumlah (1) + (2) = Rp 11,692.50
11.6 1 bh Pasang door closer11.6.1 Bahan
1.000 Bh Door closer = Rp - Jumlah (1) = Rp -
11.6.2 Tenaga0.050 Org Pekerja @ Rp 30,000.00 = Rp 1,500.00 0.500 Org Tukang kayu @ Rp 35,000.00 = Rp 17,500.00 0.050 Org Kepala tukang @ Rp 37,500.00 = Rp 1,875.00
0.00250 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 20,975.00
BIDANG BANGUNAN
Jumlah (1) + (2) = Rp 20,975.00
BIDANG BANGUNAN
11.7 1 bh Pasang kunci selot pintu11.7.1 Bahan
1.000 Bh Kunci selot pintu / grendel pintu @ Rp 9,000.00 = Rp 9,000.00 Jumlah (1) = Rp 9,000.00
11.7.2 Tenaga0.020 Org Pekerja @ Rp 30,000.00 = Rp 600.00 0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.001 Org Mandor @ Rp 40,000.00 = Rp 40.00 Jumlah (2) = Rp 8,390.00
Jumlah (1) + (2) = Rp 17,390.00
11.8 1 bh Pasang kunci selot jendela11.8.1 Bahan
1.000 Bh Kunci selot jendela/grendel jendela @ Rp 6,000.00 = Rp 6,000.00 Jumlah (1) = Rp 6,000.00
11.8.2 Tenaga0.020 Org Pekerja @ Rp 30,000.00 = Rp 600.00 0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.001 Org Mandor @ Rp 40,000.00 = Rp 40.00 Jumlah (2) = Rp 8,390.00
Jumlah (1) + (2) = Rp 14,390.00
11.8 1 bh Pasang pegangan pintu / door holder11.8.1 Bahan
1.000 Bh Door holder @ Rp 6,000.00 = Rp 6,000.00 Jumlah (1) = Rp 6,000.00
11.8.2 Tenaga0.050 Org Pekerja @ Rp 30,000.00 = Rp 1,500.00 0.500 Org Tukang kayu @ Rp 35,000.00 = Rp 17,500.00 0.050 Org Kepala tukang @ Rp 37,500.00 = Rp 1,875.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 20,975.00
Jumlah (1) + (2) = Rp 26,975.00
RENCANA ANGGARAN BIAYA ( RAB )
PEKERJAAN : SUB PEKERJAAN : L O K A S I :
No. Jenis Pekerjaan Satuan Volume Harga Satuan Jumlah HargaRp. Rp.
I PEKERJAAN PERSIAPAN1 Pengukuran dan pas. Bouwplank m1 60,812.00 0.002 Pembuatan kantor sementara m2 856,494.60 0.003 Pembuatan gudang m2 831,747.00 0.004 Pembuatan rumah jaga m2 978,027.00 0.005 Pembersihan dan perataan lahan m2 5,000.00 0.006 Pembongkaran ls 0.007 Pembersihan pasca pekerjaan ls 0.00
Jumlah
P II PEKERJAAN TANAHP 1 Galian tanah m3 1.000 23,500.00 23,500.00
2 Galian tanah keras m3 31,280.00 0.003 Urug pasir bawah pondasi m3 74,872.00 0.004 Pemadatan tanah m3 17,000.00 0.005 Urugan sirtu m3 78,064.00 0.006 Urug tanah kembali m3 7,833.33 0.00
III PEKERJAAN PONDASI1 Pas. Batu kosongan m3 156,042.42 0.002 Pas. Pondasi batu kali m3 317,346.75 0.003 m3 437,429.00 0.004 Pas. Pondasi tiang pancang Ø 40X40 cm m3 756,918.39 0.005 Pas. Pondasi tiang pancang Ø 35X35 cm m3 594,445.21 0.00
P IV PEKERJAAN BETON 1 Pek. Lantai kerja
a. Beton m3 501,854.50 0.002 Pek. Pondasi footplat
a. Beton m3 500,105.50 0.00b. Bekisting m2 0.00c. Pembesian kg 12,180.13 0.00
P 3 Pek. Balok sloofP a. Beton m3 1.000 500,105.50 500,105.50P b. Bekisting m2 4.000 122,582.50 490,330.00P c. Pembesian kg 10.000 12,180.13 121,801.25
4 Pek. Balok latei a. Beton m3 500,105.50 0.00b. Bekisting m2 0.00c. Pembesian kg 12,180.13 0.00
5 Pek. kolom beton a. Beton m3 500,105.50 0.00b. Bekisting m2 123,147.50 0.00c. Pembesian kg 12,180.13 0.00
6 Pek. balok ring a. Beton m3 500,105.50 0.00b. Bekisting m2 0.00c. Pembesian kg 12,180.13 0.00
7 Pek. balok a. Beton m3 500,105.50 0.00b. Bekisting m2 127,470.50 0.00c. Pembesian kg 12,180.13 0.00
8 Pek. balok gewel a. Beton m3 500,105.50 0.00b. Bekisting m2 0.00c. Pembesian kg 12,180.13 0.00Jumlah
Pas. Pondasi sumuran Ø 1 m
P V PEKERJAAN PASANGAN & PLESTERANP 1 Pas. Dinding 1 bata, 1:3 m2 3.000 108,749.05 326,247.15
2 Pas. Dinding 1 bata, 1:6 m2 96,661.50 0.003 Pas. Dinding 1/2 bata, 1:3 m2 51,925.08 0.004 Pas. Dinding 1/2 bata, 1:6 m2 46,590.63 0.005 Pas. Dinding roster m2 236,451.00 0.006 Plesteran 1 : 3, tebal 15 mm m2 21,445.33 0.007 Plesteran 1 : 6, tebal 15 mm m2 18,414.09 0.008 Plesteran 1 : 3, tebal 20 mm m2 28,403.36 0.009 Plesteran 1 : 6, tebal 20 mm m2 24,338.79 0.00
10 Plesteran 1 : 3, tebal 25 mm m2 31,238.25 0.0011 Plesteran 1 : 3, tebal 30 mm m2 36,492.35 0.00
Jumlah
P VI PEKERJAAN KUSEN, DAUN PINTU & JENDELA1 Kusen pintu dan jendela, kayu kamper m3 9,206,037.50 0.00
P 2 Pas. pintu panil kamper m2 16.000 409,050.00 6,544,800.003 Pas. Pintu & jendela kaca kamper m2 271,205.00 0.004 Pas. jendela jalusi m2 593,425.00 0.005 Pas. pintu dobel plywood, rangka kamper m2 332,003.50 0.006 Pas. pintu dobel teakwood, rangka kamper m2 311,640.00 0.007 Pasang kaca 3 mm m2 61,952.50 0.008 Pasang kaca 5 mm m2 80,828.50 0.00
Jumlah
VII PEKERJAAN RANGKA ATAP & PENUTUP ATAPAtap genteng
1 Kuda-kuda dan Gording 8/12 m3 0.002 Usuk 5/7, Reng 2/3 meranti m2 42,581.50 0.003 Pasangan Lisplank kamper m' 45,772.50 0.004 Penutup atap Genting kodok m2 35,070.00 0.005 Pasang Genting Bubungan bulat m' 60,702.00 0.00
Atap asbes/seng gelombang1 Kuda-kuda dan Gording 8/12 m3 0.002 Pasangan Lisplank kamper m' 45,772.50 0.003 Penutup atap asbes gelombang 2,4X0,8 m2 0.004 Pasang asbes Bubungan m1 0.005 Penutup atap seng gelombang 2,4X0,8 m2 0.006 Pasang seng Bubungan m1 0.00
Jumlah
P VIII PEKERJAAN LANGIT-LANGITLangit-langit eternit 1.00X1.00
1 Pas. Rangka 1.00X1.00, meranti m2 42,796.50 0.002 Pas. Langit-langit asbes m2 12,064.50 0.00
P 3 Pas. List plafon m1 171.000 9,744.50 1,666,309.50Langit-langit plywood 30X60
1 Pas. rangka 30X60, meranti m2 84,023.50 0.002 Pas. langit-langit plywood, tebal 4mm m2 0.003 Pas. List plafon m1 9,744.50 0.00
Jumlah
P IX PEKERJAAN CATP 1 Melabur kayu dengan teer m2 335.167 9,540.00 3,197,492.23P 2 Mendempul dan gosok kayu lama m2 335.167 7,241.00 2,426,943.52
3 Pengecatan kayu lama m2 24,857.50 0.00P 4 Pengecatan dinding lama m2 1255.780 6,362.50 7,989,900.25P Pengecatan Plafon lama m3 332.400 6,362.50 2,114,895.00
5 Politur kayu m2 37,174.10 0.00P 6 Pengecatan Dinding baru m2 299.700 11,211.50 3,360,086.55P 7 Pengecatan Plafon baru m2 166.500 11,211.50 1,866,714.75
8 Pengecatan Kayu baru m2 30,388.75 0.00Jumlah
X PEKERJAAN LISTRIK 1 Pas. Instalasi titik lampu Ttk 0.002 Pas. Instalasi Stop Kontak ttk 0.003 Pas. Sakelar tunggal bh 61,600.00 0.004 Pas. sakelar ganda bh 82,500.00 0.005 Pas. Lampu TL 20 w bh 11,500.00 0.006 Pas. lampu pijar 15 w bh 14,375.00 0.00
7 Pas. MCB bh 84,000.00 0.00Jumlah
P XI PEKERJAAN SANITASI1 Pas. Closet jongkok bh 179,966.50 0.002 Pas. Closet duduk bh 2,429,297.50 0.003 Pas. Urinoir bh 2,009,841.50 0.004 Pas. Wastafel bh 489,366.50 0.005 Pas. Bak cuci stainless bh 12,585.00 0.006 Pas. Bak fiberglass 0,3 m3 bh 465,200.00 0.007 Pas. Saluran beton Ø 20 m1 0.008 Pas. Saluran beton Ø 40 m1 0.009 Pas. Instalasi pipa GI 1/2" m1 32,274.00 0.00
10 Pas. Instalasi pipa GI 3/4" m1 43,751.75 0.0011 Pas. Instalasi pipa pvc 1/2" m1 7,933.25 0.0012 Pas. Instalasi pipa pvc 3/4" m1 10,087.75 0.0013 Pas. Instalasi pipa pvc 3" m1 64,865.25 0.0014 Pas. Instalasi pipa pvc 4" m1 92,494.00 0.0015 Pas. Avur bh 25,375.00 0.00
P 16 Pas. Kran air 1/2'-3/4' bh 18.000 34,418.13 619,526.25Jumlah
P XII PEKERJAAN KUNCI & PENGGANTUNGP 1 Pas. Kunci tanam 2 putar bh 2.000 338,670.00 677,340.00P 2 Pas. Kunci silinder (km/wc) bh 2.000 58,097.50 116,195.00
3 Pas. Engsel jendela 3" bh 19,795.00 0.00P 4 Pas. engsel pintu 4" bh 24.000 39,042.50 937,020.00P 5 Pas. Grendel pintu bh 35.000 17,390.00 608,650.00P 6 Pas. Grendel jendela bh 55.000 14,390.00 791,450.00P 7 Pas. Hak angin bh 55.000 11,692.50 643,087.50P Pasang kunci tanam biasa 33.000 78,875.00 2,602,875.00
Jumlah
P XIII PEKERJAAN PENUTUP (PAS. KERAMIK)P 1 Pas. Ubin abu-abu 20/20 m2 24.000 49,121.88 1,178,925.00
2 Pas. teraso 30/30 m2 30,428.75 0.003 Pas. Keramik lantai 20/20 m2 51,347.35 0.004 Pas. Keramik lantai 25/25 m2 12,787.50 0.005 Pas. Keramik lantai 30/30 m2 79,010.42 0.006 Pas. Keramik dinding 30/30 m2 79,010.42 0.007 Pas. Keramik dinding 20/25 m2 79,713.70 0.008 Pas. Keramik dinding 20/20 m2 80,413.70 0.009 Pas. Porselin dinding 11/11 m2 45,542.50 0.00
Jumlah
P XIV PEKERJAAN BESI P 1 Memasang Tiang Jemuran m 179.000 Rp 91,035.00 16,295,265.00P 2 Memasang per 1 kg jaring kawat baja / wire mesh Kg 42.400 Rp 23,796.25 1,008,961.00
56,108,420
RENCANA ANGGARAN BIAYA ( RAB )
TOTAL BiayaRp.
0.00
23,500.00
0.00
490330
1,112,236.75
326,247.15
6,544,800.00
0.00
1,666,309.50
20,956,032.30
0.00
619,526.25
6,376,617.50
1,178,925.00
17,304,226.00
56,108,420
BIDANG BANGUNAN
14. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENGECATAN
14.1 1 m² Mengikis / Mengerok permukaan cat tembok lama14.1.1 Bahan
0.050 kg Soda api @ Rp 12,650.00 = Rp 632.50 Jumlah (1) = Rp 632.50
14.1.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 4,600.00
Jumlah (1) + (2) = Rp 5,232.50
14.1 1 m² Mencuci bidang permukaan tembok yang pernah di cat14.1.1 Bahan
0.050 kg Sabun @ Rp 5,000.00 = Rp 250.00 Jumlah (1) = Rp 250.00
14.1.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 4,600.00
Jumlah (1) + (2) = Rp 4,850.00
14.1 1 m² Mengerok karat cat lama permukaan baja dengan cara manual14.1.1 Bahan
0.050 kg Sabun @ Rp 5,000.00 = Rp 250.00 Jumlah (1) = Rp 250.00
BIDANG BANGUNAN
14.1.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 4,600.00
Jumlah (1) + (2) = Rp 4,850.00
14.1 1 m² Menyabun permukaan tembok lama14.1.1 Bahan
0.050 kg Sabun @ Rp 5,000.00 = Rp 250.00 Jumlah (1) = Rp 250.00
14.1.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 4,600.00
Jumlah (1) + (2) = Rp 4,850.00
14.1 1 m² Mengerok karat atau cat lama permukaan baja dengan pancar pasir (sanblasting) dengan
14.1.1 Bahan40.000 Kg Pasir silika @ = Rp -
10.000 Ltr BBM @ Rp 4,700.00 = Rp 47,000.00 Jumlah (1) = Rp 47,000.00
14.1.1 PeralatanHr Sewa kompresor,blasting pot, @ = Rp -
selang dan nozzle = Jumlah (2) = Rp -
14.1.2 Tenaga1.600 Org Pekerja @ Rp 30,000.00 = Rp 48,000.00 1.600 Org Tukang cat @ Rp 35,000.00 = Rp 56,000.00 0.800 Org Kepala tukang @ Rp 37,500.00 = Rp 30,000.00
0.5000 Org Mandor @ Rp 40,000.00 = Rp 20,000.00 Jumlah (2) = Rp 154,000.00
Jumlah (1) + (2) + (3) = Rp 201,000.00
14.1 1 m² Mendempul dan menggosok kayu14.1.1 Bahan
0.080 Kg Dempul jadi @ Rp 14,375.00 = Rp 1,150.00 0.020 Kg Minyak cat @ Rp 8,050.00 = Rp 161.00
1.000 lbr Kertas gosok @ Rp 3,080.00 = Rp 3,080.00 Jumlah (1) = Rp 4,391.00
14.1.2 Tenaga0.040 Org Pekerja @ Rp 30,000.00 = Rp 1,200.00 0.040 Org Tukang cat @ Rp 35,000.00 = Rp 1,400.00 0.004 Org Kepala tukang @ Rp 37,500.00 = Rp 150.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 2,850.00
Jumlah (1) + (2) = Rp 7,241.00
14.2 1 m² Pengecatan bidang kayu lama14.2.1 Bahan
0.150 Kg Plamir @ Rp 14,375.00 = Rp 2,156.25 0.170 Kg Cat dasar @ Rp 51,750.00 = Rp 8,797.50
0.170 Kg Cat penutup @ Rp 51,750.00 = Rp 8,797.50 Jumlah (1) = Rp 19,751.25
14.2.2 Tenaga
tingkat kebersihan Sa 2½
BIDANG BANGUNAN
0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.075 Org Tukang cat @ Rp 35,000.00 = Rp 2,625.00
0.0075 Org Kepala tukang @ Rp 37,500.00 = Rp 281.25
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 5,106.25
Jumlah (1) + (2) = Rp 24,857.50
14.3 1 m² Pengecatan bidang kayu baru ( 1 lapis plamir ), 1 lapis cat dasar, 2 Lapis cat penutup14.3.1 Bahan
0.200 Kg Cat meni @ Rp 16,200.00 = Rp 3,240.00 0.150 Kg Plamir @ Rp 14,375.00 = Rp 2,156.25 0.170 Kg Cat dasar @ Rp 51,750.00 = Rp 8,797.50
0.260 Kg Cat penutup 2 kali @ Rp 51,750.00 = Rp 13,455.00 Jumlah (1) = Rp 27,648.75
14.3.2 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.009 Org Tukang cat @ Rp 35,000.00 = Rp 315.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 2,740.00
Jumlah (1) + (2) = Rp 30,388.75
14.4 1 m² Pengecatan bidang kayu baru ( 1 lapis plamir ), 1 lapis cat dasar, 3 lapis cat penutup.14.4.1 Bahan
0.200 Kg Cat meni @ Rp 16,200.00 = Rp 3,240.00 0.150 Kg Plamir @ Rp 14,375.00 = Rp 2,156.25 0.170 Kg Cat dasar @ Rp 51,750.00 = Rp 8,797.50
0.350 Kg Cat penutup 3 kali @ Rp 51,750.00 = Rp 18,112.50 Jumlah (1) = Rp 32,306.25
14.4.2 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.105 Org Tukang cat @ Rp 35,000.00 = Rp 3,675.00 0.004 Org Kepala tukang @ Rp 37,500.00 = Rp 150.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 6,025.00
Jumlah (1) + (2) = Rp 38,331.25
14.5 1 m² Pelaburan bidang kayu dengan teak oil14.5.1 Bahan
0.360 Ltr Teak oil @ Rp 42,000.00 = Rp 15,120.00 Jumlah (1) = Rp 15,120.00
14.5.2 Tenaga0.040 Org Pekerja @ Rp 30,000.00 = Rp 1,200.00 0.063 Org Tukang cat @ Rp 35,000.00 = Rp 2,205.00 0.063 Org Kepala tukang @ Rp 37,500.00 = Rp 2,362.50
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 5,867.50
Jumlah (1) + (2) = Rp 20,987.50
14.6 1 m² Pelaburan bidang kayu dengan politur14.6.1 Bahan
0.150 Ltr Politur @ Rp 54,050.00 = Rp 8,107.50 0.372 Ltr Politur jadi @ Rp 54,050.00 = Rp 20,106.60
2.000 Lbr Amplas @ Rp 3,080.00 = Rp 6,160.00 Jumlah (1) = Rp 34,374.10
14.6.2 Tenaga- Org Pekerja @ Rp 30,000.00 =
0.060 Org Tukang cat @ Rp 35,000.00 = Rp 2,100.00 0.016 Org Kepala tukang @ Rp 37,500.00 = Rp 600.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 2,800.00
Jumlah (1) + (2) = Rp 37,174.10
14.7 1 m² Pelaburan bidang kayu dengan cat residu dan ter14.7.1 Bahan
BIDANG BANGUNAN
0.350 Ltr Residu atau ter @ Rp 18,000.00 = Rp 6,300.00 Jumlah (1) = Rp 6,300.00
14.7.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00
0.006 Org Mandor @ Rp 40,000.00 = Rp 240.00 Jumlah (2) = Rp 3,240.00
Jumlah (1) + (2) = Rp 9,540.00
1 m² Pelaburan bidang kayu dengan vernis14.8.1 Bahan
0.150 Ltr Vernis @ Rp 30,000.00 = Rp 4,500.00 0.050 Kg Dempul @ Rp 14,375.00 = Rp 718.75 0.100 Lbr Ampelas @ Rp 3,080.00 = Rp 308.00
0.010 Bh Kuas @ Rp 6,160.00 = Rp 61.60 Jumlah (1) = Rp 5,588.35
14.8.1 Tenaga0.020 Org Pekerja @ Rp 30,000.00 = Rp 600.00 0.063 Org Tukang cat @ Rp 35,000.00 = Rp 2,205.00
0.0063 Org Kepala tukang @ Rp 37,500.00 = Rp 236.25
0.0025 Org Mandor @ Rp 40,000.00 = Rp 3,041.25 Jumlah (2) = Rp 6,082.50
Jumlah (1) + (2) = Rp 11,670.85
14.8 1 m² Pengecatan tembok baru ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup )14.8.1 Bahan
0.100 Kg Plamir @ Rp 5,750.00 = Rp 575.00 0.100 Kg Cat dasar @ Rp 12,650.00 = Rp 1,265.00
0.260 Kg Cat penutup 2x @ Rp 12,650.00 = Rp 3,289.00 Jumlah (1) = Rp 5,129.00
14.8.1 Tenaga0.020 Org Pekerja @ Rp 30,000.00 = Rp 600.00 0.063 Org Tukang cat @ Rp 35,000.00 = Rp 2,205.00
0.0063 Org Kepala tukang @ Rp 37,500.00 = Rp 236.25
0.0025 Org Mandor @ Rp 40,000.00 = Rp 3,041.25 Jumlah (2) = Rp 6,082.50
Jumlah (1) + (2) = Rp 11,211.50
14.9 1 m² Pengecatan tembok lama ( 1 lapis cat dasar, 2 lapis cat penutup )14.9.1 Bahan
0.120 Kg Cat dasar @ Rp 12,650.00 = Rp 1,518.00
0.180 Kg Cat penutup 2x @ Rp 12,650.00 = Rp 2,277.00 Jumlah (1) = Rp 3,795.00
14.9.2 Tenaga0.028 Org Pekerja @ Rp 30,000.00 = Rp 840.00 0.042 Org Tukang cat @ Rp 35,000.00 = Rp 1,470.00
0.0042 Org Kepala tukang @ Rp 37,500.00 = Rp 157.50
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 2,567.50
Jumlah (1) + (2) = Rp 6,362.50
1 m² Melabur tembok dengan kalkarium14.10.1 Bahan
0.100 Kg Kalkarium @ = Rp - Jumlah (1) = Rp -
14.10.2 Tenaga0.040 Org Pekerja @ Rp 30,000.00 = Rp 1,200.00 0.005 Org Tukang cat @ Rp 35,000.00 = Rp 175.00
0.0005 Org Kepala tukang @ Rp 37,500.00 = Rp 18.75
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 1,493.75
Jumlah (1) + (2) = Rp 1,493.75
1 m² Pemasangan Wall Paper14.10.1 Bahan
1.200 m2 Wall paper @ = Rp -
BIDANG BANGUNAN
0.200 Kg Perekat @ Rp 10,350.00 = Rp 2,070.00 Jumlah (1) = Rp 2,070.00
14.10.2 Tenaga0.020 Org Pekerja @ Rp 30,000.00 = Rp 600.00 0.200 Org Tukang cat @ Rp 35,000.00 = Rp 7,000.00 0.002 Org Kepala tukang @ Rp 37,500.00 = Rp 75.00
0.0025 Org Mandor @ Rp 40,000.00 = Rp 100.00 Jumlah (2) = Rp 7,775.00
Jumlah (1) + (2) = Rp 9,845.00
14.10 1 m² Pegecatan permukaan baja dengan meni besi14.10.1 Bahan
0.100 Kg Meni besi @ Rp 25,875.00 = Rp 2,587.50
0.010 Bh Kuas @ Rp 6,160.00 = Rp 61.60 Jumlah (1) = Rp 2,649.10
14.10.2 Tenaga0.020 Org Pekerja @ Rp 30,000.00 = Rp 600.00 0.200 Org Tukang cat @ Rp 35,000.00 = Rp 7,000.00 0.02 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.01 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 8,750.00
Jumlah (1) + (2) = Rp 11,399.10
BIDANG BANGUNAN
1 m² Pengecatan permukaan baja lapis seng (galbani) secara manual sistem 4 lapis catkonvensional dengan tebal 200 um14.11.1 Bahan
0.100 Kg Meni (read lead) A @ = Rp - 0.100 Kg Meni (read lead) B @ = Rp - 0.040 Kg Aluminium C @ = Rp - 0.040 Kg Aluminium B @ = Rp - 0.010 Ltr Pengencer @ = Rp -
0.002 M³ Perancah kayu @ = Rp - Jumlah (1) = Rp -
14.11.2 Tenaga0.006 Org Pekerja @ Rp 30,000.00 = Rp 180.00 0.006 Org Tukang cat @ Rp 35,000.00 = Rp 210.00
0.0225 Org Kepala tukang @ Rp 37,500.00 = Rp 843.75
0.0075 Org Mandor @ Rp 40,000.00 = Rp 300.00 Jumlah (2) = Rp 1,533.75
Jumlah (1) + (2) = Rp 1,533.75
1 m² Pengecatan permukaan baja lapis seng (galbani) secara manual sistem 1 lapis catmutakhir dengan tebal 200 um14.11.1 Bahan
0.300 Kg Cat @ = Rp - Jumlah (1) = Rp -
14.11.2 Tenaga0.006 Org Pekerja @ Rp 30,000.00 = Rp 180.00 0.060 Org Tukang cat @ Rp 35,000.00 = Rp 2,100.00
0.0120 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.0060 Org Mandor @ Rp 40,000.00 = Rp 240.00 Jumlah (2) = Rp 2,970.00
Jumlah (1) + (2) = Rp 2,970.00
1 m² Pengecatan permukaan baja lapis seng (galbani) secara manual sistem 3 lapis catkonvensional dengan tebal 200 um14.11.1 Bahan 0.110 Kg Cat dasar @ = Rp - 0.170 Kg Cat antara @ = Rp -
0.080 Kg Cat penutup @ = Rp - Jumlah (1) = Rp -
14.11.2 Tenaga0.500 Org Pekerja @ Rp 30,000.00 = Rp 15,000.00 0.800 Org Tukang cat @ Rp 35,000.00 = Rp 28,000.00 0.300 Org Kepala tukang @ Rp 37,500.00 = Rp 11,250.00
0.200 Org Mandor @ Rp 40,000.00 = Rp 8,000.00 Jumlah (2) = Rp 62,250.00
Jumlah (1) + (2) = Rp 62,250.00
1 m² Pengecatan permukaan baja lapis seng (galbani) secara semprot (airless spray) dengansistem 1 lapis cat dasar mutakhir dengan tebal 200 um14.11.1 Bahan
0.300 Kg Cat dasar @ = Rp - Jumlah (1) = Rp -
14.11.2 Tenaga0.400 Org Pekerja @ Rp 30,000.00 = Rp 12,000.00 0.700 Org Tukang cat @ Rp 35,000.00 = Rp 24,500.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.200 Org Mandor @ Rp 40,000.00 = Rp 8,000.00 Jumlah (2) = Rp 52,000.00
Jumlah (1) + (2) = Rp 52,000.00
14.11 1 m² Pengecatan permukaan baja dengan meni besi dan perancah14.11.1 Bahan
0.100 Kg Meni besi @ Rp 25,875.00 = Rp 2,587.50 0.010 Bh Kuas @ Rp 3,080.00 = Rp 30.80
0.002 M³ Perancah kayu @ Rp 57,805.00 = Rp 115.61
BIDANG BANGUNAN
Jumlah (1) = Rp 2,733.91 14.11.2 Tenaga
0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00 0.225 Org Tukang cat @ Rp 35,000.00 = Rp 7,875.00
0.0225 Org Kepala tukang @ Rp 37,500.00 = Rp 843.75
0.0075 Org Mandor @ Rp 40,000.00 = Rp 300.00 Jumlah (2) = Rp 16,518.75
Jumlah (1) + (2) = Rp 19,252.66
BIDANG BANGUNAN
10. ANALISA BIAYA KONSTRUKSI PEKERJAAN BESI DAN ALUMINIUM
10.1 Mengerjakan 1 cm Pengelasan dengan las listrik10.6.1 Bahan
0.040 Kg Kawat las listrik @ Rp 10,000.00 = Rp 400.00 0.030 Liter Solar @ Rp 4,300.00 = Rp 129.00
0.004 Liter Minyak pelumas @ Rp 28,175.00 = Rp 112.70 Jumlah (1) = Rp 641.70
10.6.2 Tenaga0.004 Org Pekerja @ Rp 30,000.00 = Rp 120.00 0.002 Org Tukang besi @ Rp 35,000.00 = Rp 70.00
0.0002 Org Kepala tukang @ Rp 37,500.00 = Rp 7.50
0.0002 Org Mandor @ Rp 40,000.00 = Rp 8.00 Jumlah (2) = Rp 205.50
10.6.3 Alat0.0170 Jam Sewa Alat @ Rp 50,000.00 = Rp 850.00
Jumlah (3) = Rp 850.00 Jumlah (1)+(2)+(3) = Rp 1,697.20
10.1 Memasang 1 kg Besi profil10.1.1 Bahan
1.150 Kg Besi profil @ Rp 10,925.00 = Rp 12,563.75 Jumlah (1) = Rp 12,563.75
10.1.2 Tenaga0.060 Org Pekerja @ Rp 30,000.00 = Rp 1,800.00 0.060 Org Tukang besi @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00 0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00
Jumlah (2) = Rp 4,245.00 Jumlah (1) + (2) = Rp 16,808.75
10.1 Memasang 1 kg Rangka kuda-kuda baja WF10.1.1 Bahan
1.150 Kg Besi baja WF @ Rp 10,925.00 = Rp 12,563.75 Jumlah (1) = Rp 12,563.75
10.1.2 Tenaga0.060 Org Pekerja @ Rp 30,000.00 = Rp 1,800.00 0.060 Org Tukang besi @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00 0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00
Jumlah (2) = Rp 4,245.00 Jumlah (1) + (2) = Rp 16,808.75
10.1 Memasang 1 kg Rangka kuda-kuda baja siku10.1.1 Bahan
1.150 Kg Besi baja siku @ Rp 10,925.00 = Rp 12,563.75 Jumlah (1) = Rp 12,563.75
10.1.2 Tenaga0.060 Org Pekerja @ Rp 30,000.00 = Rp 1,800.00 0.060 Org Tukang besi @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00 0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00
Jumlah (2) = Rp 4,245.00 Jumlah (1) + (2) = Rp 16,808.75
10.1 Memasang 1 kg Rangka kuda-kuda baja C
BIDANG BANGUNAN
10.1.1 Bahan1.150 Kg Besi baja C @ Rp 10,925.00 = Rp 12,563.75
Jumlah (1) = Rp 12,563.75 10.1.2 Tenaga
0.060 Org Pekerja @ Rp 30,000.00 = Rp 1,800.00 0.060 Org Tukang besi @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00 0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00
Jumlah (2) = Rp 4,245.00 Jumlah (1) + (2) = Rp 16,808.75
10.1 Memasang 1 kg Plat simpul , landasan, ikatan gording & Trekstang10.1.1 Bahan
1.150 Kg Besi Plat landasan ,Trekstang @ Rp 14,375.00 = Rp 16,531.25 Jumlah (1) = Rp 16,531.25
10.1.2 Tenaga0.060 Org Pekerja @ Rp 30,000.00 = Rp 1,800.00 0.060 Org Tukang besi @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00 0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00
Jumlah (2) = Rp 4,245.00 Jumlah (1) + (2) = Rp 20,776.25
10.1 Memasang 100 kg Pekerjaan Perakitan10.1.1 Bahan
1.000 Ltr Solar @ Rp 4,300.00 = Rp 4,300.00 0.100 Ltr Minyak Pelumas @ Rp 28,175.00 = Rp 2,817.50
Jumlah (1) = Rp 7,117.50 10.1.2 Tenaga
0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang besi @ Rp 35,000.00 = Rp 3,500.00 0.001 Org Kepala tukang @ Rp 37,500.00 = Rp 37.50 0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,737.50 10.1.3 Sewa Alat
0.008 Jam Sewa Alat @ Rp - = Rp - Jumlah (3) = Rp -
Jumlah (1)+(2)+(3) = Rp 13,855.00
10.1 1 Kg Fabrikasi & Pemasangan rangka atap baja WF / Kanal10.1.1 Bahan
1.100 Kg Besi profil WF @ Rp 10,925.00 = Rp 12,017.50 0.020 Kg Elektroda @ Rp 49,500.00 = Rp 990.00
0.080 Kg Meni besi @ Rp 25,875.00 = Rp 2,070.00 Jumlah (1) = Rp 15,077.50
10.1.2 Tenaga0.0035 Org Pekerja @ Rp 30,000.00 = Rp 105.00 0.0101 Org Tukang besi / las @ Rp 35,000.00 = Rp 353.50
0.0160 Org Mandor @ Rp 40,000.00 = Rp 640.00 Jumlah (2) = Rp 1,098.50
Jumlah (1) + (2) = Rp 16,176.00
10.2 1 Kg Fabrikasi & Pemasangan rangka atap baja siku10.2.1 Bahan
1.100 Kg Besi siku L @ Rp 10,925.00 = Rp 12,017.50 0.050 Kg Elektroda @ Rp 49,500.00 = Rp 2,475.00
0.080 Kg Meni besi @ Rp 25,875.00 = Rp 2,070.00 Jumlah (1) = Rp 16,562.50
BIDANG BANGUNAN
10.2.2 Tenaga0.0035 Org Pekerja @ Rp 30,000.00 = Rp 105.00 0.0101 Org Tukang besi / las @ Rp 35,000.00 = Rp 353.50
0.0035 Org Mandor @ Rp 40,000.00 = Rp 140.00 Jumlah (2) = Rp 598.50
Jumlah (1) + (2) = Rp 17,161.00
10.3 1 Kg Fabrikasi & Pemasangan rangka atap baja C10.3.1 Bahan
1.100 Kg Besi C @ Rp 10,925.00 = Rp 12,017.50 0.020 Kg Elektroda @ Rp 49,500.00 = Rp 990.00
0.080 Kg Meni besi @ Rp 25,875.00 = Rp 2,070.00 Jumlah (1) = Rp 15,077.50
10.3.2 Tenaga0.0035 Org Pekerja @ Rp 30,000.00 = Rp 105.00 0.0101 Org Tukang besi / las @ Rp 35,000.00 = Rp 353.50
0.0160 Org Mandor @ Rp 40,000.00 = Rp 640.00 Jumlah (2) = Rp 1,098.50
Jumlah (1) + (2) = Rp 16,176.00
10.4 1 Kg Fabrikasi & Pemasangan Plat simpul ,landasan,ikatan gording & Trekstang10.4.1 Bahan
1.100 Kg Besi Plat landasan ,Trekstang @ Rp 14,375.00 = Rp 15,812.50 0.020 Kg Elektroda @ Rp 49,500.00 = Rp 990.00
0.080 Kg Meni besi @ Rp 25,875.00 = Rp 2,070.00 Jumlah (1) = Rp 18,872.50
10.3.2 Tenaga0.0035 Org Pekerja @ Rp 30,000.00 = Rp 105.00 0.0101 Org Tukang besi / las @ Rp 35,000.00 = Rp 353.50
0.0160 Org Mandor @ Rp 40,000.00 = Rp 640.00 Jumlah (2) = Rp 1,098.50
Jumlah (1) + (2) = Rp 19,971.00
10.5 1 Kg Fabrikasi & Pemasangan Rangka Pipa Galvanis10.5.1 Bahan
1.100 Kg Besi Galvanis @ Rp 9,790.00 = Rp 10,769.00 0.020 Kg Elektroda @ Rp 49,500.00 = Rp 990.00
0.080 Kg Meni besi @ Rp 25,875.00 = Rp 2,070.00 Jumlah (1) = Rp 13,829.00
10.5.2 Tenaga0.0035 Org Pekerja @ Rp 30,000.00 = Rp 105.00 0.0101 Org Tukang besi / las @ Rp 35,000.00 = Rp 353.50
0.0160 Org Mandor @ Rp 40,000.00 = Rp 640.00 Jumlah (2) = Rp 1,098.50
Jumlah (1) + (2) = Rp 14,927.50
10.6 1 m² Pasang pintu besi baja10.6.1 Bahan
1.000 M² Pintu besi baja @ Rp 517,500.00 = Rp 517,500.00 Jumlah (1) = Rp 517,500.00
10.6.2 Tenaga0.650 Org Tukang besi konstruksi @ Rp 35,000.00 = Rp 22,750.00 0.650 Org Pekerja @ Rp 30,000.00 = Rp 19,500.00 0.065 Org Kepala tukang @ Rp 37,500.00 = Rp 2,437.50
0.032 Org Mandor @ Rp 40,000.00 = Rp 1,280.00 Jumlah (2) = Rp 45,967.50
Jumlah (1) + (2) = Rp 563,467.50
BIDANG BANGUNAN
10.6 Membuat 1 m² pintu besi plat baja tebal 2 mm rangkap, rangka baja siku10.6.1 Bahan
15.000 Kg Besi siku L 30.30.3 @ = Rp - 32.800 Kg Besi plat baja @ = Rp -
0.050 Kg Kawat las @ = Rp - Jumlah (1) = Rp -
10.6.2 Tenaga1.050 Org Tukang besi @ Rp 35,000.00 = Rp 36,750.00 1.050 Org Pekerja @ Rp 30,000.00 = Rp 31,500.00 0.105 Org Kepala tukang @ Rp 37,500.00 = Rp 3,937.50
0.052 Org Mandor @ Rp 40,000.00 = Rp 2,080.00 Jumlah (2) = Rp 74,267.50
Jumlah (1) + (2) = Rp 74,267.50
10.7 1 m² Pasang jendela besi 10.7.1 Bahan
1.000 M² Jendela besi @ Rp 440,000.00 = Rp 440,000.00 Jumlah (1) = Rp 440,000.00
10.7.2 Tenaga1.050 Org Tukang besi konstruksi @ Rp 35,000.00 = Rp 36,750.00 1.050 Org Pekerja @ Rp 30,000.00 = Rp 31,500.00 0.105 Org Kepala tukang @ Rp 37,500.00 = Rp 3,937.50
0.00525 Org Mandor @ Rp 40,000.00 = Rp 210.00 Jumlah (2) = Rp 72,397.50
Jumlah (1) + (2) = Rp 512,397.50
10.6 Membuat 1m2 Rangka jendela besi scuare tube ( 25 x 5 ) cm10.6.1 Bahan
4.760 m Besi Scuare Tube @ = Rp - 4.522 m Besi Lis Kaca (1 x 1) cm @ = Rp -
20.000 cm Pengelasan @ Rp 1,697.20 = Rp 33,944.00 Jumlah (1) = Rp 33,944.00
10.6.2 Tenaga0.650 Org Tukang besi @ Rp 35,000.00 = Rp 22,750.00 0.650 Org Pekerja @ Rp 30,000.00 = Rp 19,500.00 0.065 Org Kepala tukang @ Rp 37,500.00 = Rp 2,437.50
0.032 Org Mandor @ Rp 40,000.00 = Rp 1,280.00 Jumlah (2) = Rp 45,967.50
Jumlah (1) + (2) = Rp 79,911.50
10.8 Memasang 1 m² Pintu Rolling Door Besi10.8.1 Bahan
1.000 m2 Pintu gulung besi @ = Rp - Jumlah (1) = Rp -
10.8.2 Tenaga1.200 Org Pekerja @ Rp 30,000.00 = Rp 36,000.00 1.200 Org Tukang besi @ Rp 35,000.00 = Rp 42,000.00 0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.0060 Org Mandor @ Rp 40,000.00 = Rp 240.00 Jumlah (2) = Rp 78,690.00
Jumlah (1) + (2) = Rp 78,690.00
10.8 Memasang 1 m² Pintu Rolling Door alluminium10.8.1 Bahan
1.000 m2 Pintu gulung alluminium @ = Rp - Jumlah (1) = Rp -
BIDANG BANGUNAN
10.8.2 Tenaga1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 1.000 Org Tukang besi @ Rp 35,000.00 = Rp 35,000.00 0.100 Org Kepala tukang @ Rp 37,500.00 = Rp 3,750.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah (2) = Rp 70,750.00
Jumlah (1) + (2) = Rp 70,750.00
10.8 Memasang 1 m² Pintu lipat ( Folding door )10.8.1 Bahan
1.000 m2 Pintu Lipat @ = Rp - Jumlah (1) = Rp -
10.8.2 Tenaga0.440 Org Pekerja @ Rp 30,000.00 = Rp 13,200.00 0.440 Org Tukang besi @ Rp 35,000.00 = Rp 15,400.00 0.044 Org Kepala tukang @ Rp 37,500.00 = Rp 1,650.00
0.022 Org Mandor @ Rp 40,000.00 = Rp 880.00 Jumlah (2) = Rp 31,130.00
Jumlah (1) + (2) = Rp 31,130.00
10.8 Memasang 1 m² Sunscreen Alluminium10.8.1 Bahan
1.000 m2 Sunscreen Alluminium @ = Rp - Jumlah (1) = Rp -
10.8.2 Tenaga0.080 Org Pekerja @ Rp 30,000.00 = Rp 2,400.00 0.800 Org Tukang besi @ Rp 35,000.00 = Rp 28,000.00 0.080 Org Kepala tukang @ Rp 37,500.00 = Rp 3,000.00
0.004 Org Mandor @ Rp 40,000.00 = Rp 160.00 Jumlah (2) = Rp 33,560.00
Jumlah (1) + (2) = Rp 33,560.00
10.8 1 m² Pasang teralis besi10.8.1 Bahan
11.500 M' Besi strip 2 x 3 @ Rp 10,925.00 = Rp 125,637.50 Jumlah (1) = Rp 125,637.50
10.8.2 Tenaga1.200 Org Tukang las @ Rp 35,000.00 = Rp 42,000.00 1.200 Org Pekerja @ Rp 30,000.00 = Rp 36,000.00 0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.0006 Org Mandor @ Rp 40,000.00 = Rp 24.00 Jumlah (2) = Rp 78,474.00
Jumlah (1) + (2) = Rp 204,111.50
10.8 1 m² Pasang teralis besi strip ( 2 x 3 ) mm10.8.1 Bahan
6.177 kg Besi strip 2 x 3 @ Rp 10,925.00 = Rp 67,483.72
27.080 cm Pengelasan @ Rp 1,697.20 = Rp 45,960.18 Jumlah (1) = Rp 113,443.90
10.8.2 Tenaga1.670 Org Pekerja @ Rp 30,000.00 = Rp 50,100.00 1.670 Org Tukang las @ Rp 35,000.00 = Rp 58,450.00 0.167 Org Kepala tukang @ Rp 37,500.00 = Rp 6,262.50
0.083 Org Mandor @ Rp 40,000.00 = Rp 3,320.00 Jumlah (2) = Rp 68,032.50
Jumlah (1) + (2) = Rp 181,476.40
BIDANG BANGUNAN
10.9 1 m² Pasang kawat harmonika10.9.1 Bahan
1.100 M² Kawat harmonika @ Rp 20,125.00 = Rp 22,137.50 0.020 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 299.00
0.0018 M³ Kayu kamper, papan @ Rp 6,875,000 = Rp 12,375.00 Jumlah (1) = Rp 34,811.50
10.9.2 Tenaga
BIDANG BANGUNAN
0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0005 Org Mandor @ Rp 40,000.00 = Rp 20.00 Jumlah (2) = Rp 6,895.00
Jumlah (1) + (2) = Rp 41,706.50
10.10 1 m² Pasang kawat kassa10.10.1 Bahan
1.100 M² Kawat kassa @ Rp 67,650.00 = Rp 74,415.00 0.020 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 299.00
0.0018 M³ Kayu kamper, papan @ Rp 6,875,000 = Rp 12,375.00 Jumlah (1) = Rp 87,089.00
10.10.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0005 Org Mandor @ Rp 40,000.00 = Rp 20.00 Jumlah (2) = Rp 6,895.00
Jumlah (1) + (2) = Rp 93,984.00
10.11 1 m² Pasang jendela nako & tralis10.11.1 Bahan
1.100 M² Jendela nako @ Rp 15,000.00 = Rp 16,500.00 0.020 Kg Paku skrup 1 cm - 2.5 cm @ Rp 57,805.00 = Rp 1,156.10
0.025 M² Besi strip ?????????? @ Rp 10,925.00 = Rp 273.13 Jumlah (1) = Rp 17,929.23
10.11.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.001 Org Mandor @ Rp 40,000.00 = Rp 40.00 Jumlah (2) = Rp 13,790.00
Jumlah (1) + (2) = Rp 31,719.23
10.11 1 m² Pasang jendela nako & tralis10.11.1 Bahan
1.100 M² Jendela nako (rangka+kaca 5mm) @ Rp 67,760.00 = Rp 74,536.00 10.000 Buah Paku skrup 1 cm - 2.5 cm @ Rp 700.00 = Rp 7,000.00
7.000 m' Besi strip @ Rp 10,925.00 = Rp 76,475.00 Jumlah (1) = Rp 158,011.00
10.11.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.001 Org Mandor @ Rp 40,000.00 = Rp 40.00 Jumlah (2) = Rp 13,790.00
Jumlah (1) + (2) = Rp 171,801.00
10.12 1 m' Pasang talang datar, seng BJLS 3010.12.1 Bahan
1.000 m' Seng plat ukuran 70 BJLS 30 @ Rp 29,900.00 = Rp 29,900.00 0.015 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 224.25
0.0096 M³ Kayu meranti , papan @ Rp 2,882,000.0 = Rp 27,667.20
0.250 Kg Flincote / meni besi @ Rp 25,875.00 = Rp 6,468.75 Jumlah (1) = Rp 64,260.20
10.12.2 Tenaga
BIDANG BANGUNAN
0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.400 Org Tukang kayu @ Rp 35,000.00 = Rp 14,000.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.00125 Org Mandor @ Rp 40,000.00 = Rp 50.00 Jumlah (2) = Rp 19,487.50
Jumlah (1) + (2) = Rp 83,747.70
10.12 1 m' Pasang talang datar / jurai, seng BJLS 30 lebar 90 cm10.12.1 Bahan
1.050 m' Seng plat @ Rp 34,500.00 = Rp 36,225.00 0.015 Kg Paku 1 cm - 2,5 cm @ Rp 14,950.00 = Rp 224.25
0.019 m3 Papan kayu kruing @ Rp 4,025,000.00 = Rp 76,475.00 Jumlah (1) = Rp 112,924.25
10.12.2 Tenaga
BIDANG BANGUNAN
0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.400 Org Tukang besi @ Rp 35,000.00 = Rp 14,000.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 21,337.50
Jumlah (1) + (2) = Rp 134,261.75
10.13 1 m' Pasang talang miring, seng BJLS 3010.13.1 Bahan
1.00 m' Seng plat ukuran 90 BJLS 30 @ Rp 34,500.00 = Rp 34,500.00 0.015 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 224.25 0.019 M³ Kayu meranti , papan @ Rp 2,882,000.0 = Rp 54,758.00
0.300 Kg Flincote / meni besi @ Rp 25,875.00 = Rp 7,762.50 Jumlah (1) = Rp 97,244.75
10.13.2 Tenaga0.040 Org Pekerja @ Rp 30,000.00 = Rp 1,200.00 0.400 Org Tukang kayu @ Rp 35,000.00 = Rp 14,000.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.00125 Org Mandor @ Rp 40,000.00 = Rp 50.00 Jumlah (2) = Rp 16,187.50
Jumlah (1) + (2) = Rp 113,432.25
10.14 1 m' Pasang talang ½ lingkaran D-10 cm, seng bjls 3010.14.1 Bahan
0.300 Lbr Seng plat 3' x 6' bjls 30 @ Rp 34,500.00 = Rp 10,350.00 0.100 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 1,495.00 0.019 M³ Kayu borneo , papan @ Rp 2,882,000.0 = Rp 54,758.00
0.500 Kg Besi strip @ Rp 10,925.00 = Rp 5,462.50 Jumlah (1) = Rp 72,065.50
10.14.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.250 Org Tukang kayu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.00125 Org Mandor @ Rp 40,000.00 = Rp 50.00 Jumlah (2) = Rp 14,237.50
Jumlah (1) + (2) = Rp 86,303.00
10.14 1 m' Pasang talang ½ lingkaran D-15 cm, seng plat BJLS 30 lebar 45 cm10.14.1 Bahan
1.050 Lbr Seng plat @ Rp 19,712.00 = Rp 20,697.60 0.010 Kg Paku 1 cm - 2.5 cm @ Rp 14,950.00 = Rp 149.50
0.500 Kg Besi strip @ Rp 10,925.00 = Rp 5,462.50 Jumlah (1) = Rp 26,309.60
10.14.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.300 Org Tukang besi @ Rp 35,000.00 = Rp 10,500.00 0.030 Org Kepala tukang @ Rp 37,500.00 = Rp 1,125.00
0.007 Org Mandor @ Rp 40,000.00 = Rp 280.00 Jumlah (2) = Rp 16,405.00
Jumlah (1) + (2) = Rp 42,714.60
10.15 1m2 Pagar Profil10.15.1 Bahan
1.000 m2 Pagar Profil @ Rp 495,000.00 = Rp 495,000.00 Jumlah (1) = Rp 495,000.00
10.15.2 Tenaga0.063 hari Tukang besi @ Rp 35,000.00 = Rp 2,205.00
BIDANG BANGUNAN
0.250 hari Pekerja @ Rp 30,000.00 = Rp 7,500.00 Jumlah (2) = Rp 9,705.00
Jumlah (1) + (2) = Rp 504,705.00
10.18 1 m² Pasang pintu aluminium10.18.1 Bahan
1.000 M² Pintu aluminium @ Rp 247,500.00 = Rp 247,500.00 Jumlah (1) = Rp 247,500.00
10.18.2 Tenaga1.050 Org Tukang besi konstruksi @ Rp 35,000.00 = Rp 36,750.00 1.050 Org Pekerja @ Rp 30,000.00 = Rp 31,500.00 0.105 Org Kepala tukang @ Rp 37,500.00 = Rp 3,937.50
0.0052 Org Mandor @ Rp 40,000.00 = Rp 208.00 Jumlah (2) = Rp 72,395.50
Jumlah (1) + (2) = Rp 319,895.50
10.19 Memasang 1 m² Pintu Alluminium Strip Lebar 8 cm10.19.1 Bahan
4.400 m' Profil Alluminium @ = Rp -
14.6000 m' Alluminium Strip @ = Rp - Jumlah (1) = Rp -
10.19.2 Tenaga0.085 Org Pekerja @ Rp 30,000.00 = Rp 2,550.00 0.085 Org Tukang kayu @ Rp 35,000.00 = Rp 2,975.00
0.0085 Org Kepala tukang @ Rp 37,500.00 = Rp 318.75
0.0042 Org Mandor @ Rp 40,000.00 = Rp 168.00 Jumlah (2) = Rp 6,011.75
Jumlah (1) + (2) = Rp 6,011.75
10.6 Memasang 1m2 Pintu Kaca Rangka Alluminium10.6.1 Bahan
4.400 m Pintu Alluminium @ Rp - = Rp - 4.500 m Profil kaca @ Rp - = Rp -
0.270 tube Sealant @ Rp - = Rp - Jumlah (1) = Rp -
10.6.2 Tenaga0.085 Org Pekerja @ Rp 30,000.00 = Rp 2,550.00 0.085 Org Tukang besi @ Rp 35,000.00 = Rp 2,975.00 0.008 Org Kepala tukang @ Rp 37,500.00 = Rp 300.00
0.004 Org Mandor @ Rp 40,000.00 = Rp 160.00 Jumlah (2) = Rp 5,985.00
Jumlah (1) + (2) = Rp 5,985.00
10.610.6.1 Bahan
1.000 m2 Venetions blinds dan Vertical blinds @ Rp - = Rp - ( Tirai ) Jumlah (1) = Rp -
10.6.2 Tenaga0.350 Org Pekerja @ Rp 30,000.00 = Rp 10,500.00 0.350 Org Tukang besi @ Rp 35,000.00 = Rp 12,250.00 0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.018 Org Mandor @ Rp 40,000.00 = Rp 720.00 Jumlah (2) = Rp 24,782.50
Jumlah (1) + (2) = Rp 24,782.50
10.19 1 m² Pasang kawat nyamuk10.19.1 Bahan
Memasang 1m2 Venetions Blinds dan Vertical Blinds
BIDANG BANGUNAN
1.100 M² Kawat nyamuk @ Rp 67,650.00 = Rp 74,415.00 0.020 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 299.00
0.0018 M³ Kayu kamper, papan @ Rp 6,875,000 = Rp 12,375.00 Jumlah (1) = Rp 87,089.00
10.19.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0005 Org Mandor @ Rp 40,000.00 = Rp 20.00 Jumlah (2) = Rp 6,895.00
Jumlah (1) + (2) = Rp 93,984.00
10.9 1 m² Pasang kawat nyamuk10.9.1 Bahan
1.100 M² Kawat nyamuk @ Rp 67,650.00 = Rp 74,415.00 11.11 cm Pengelasan @ Rp 1,697.20 = Rp 18,855.89 1.716 kg Baja strip ( 0.2 x 2 ) cm @ Rp 10,925.00 = Rp 18,747.30
Jumlah (1) = Rp 112,018.19 10.9.2 Tenaga
0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 7,075.00
Jumlah (1) + (2) = Rp 119,093.19
10.16 1 M' Memasang Tiang Pagar BRC10.16.1 Tenaga
0.063 hari Tukang besi @ Rp 35,000.00 = Rp 2,205.00 0.250 hari Pekerja @ Rp 30,000.00 = Rp 7,500.00 0.458 bh Klem @ Rp 1,237.50 = Rp 566.78
0.917 bh Baut @ Rp 1,485.00 = Rp 1,361.75 Jumlah = Rp 11,633.52
0.458 btg @ Rp 82,800.00 = Rp 37,922.40 0.458 btg @ Rp 123,625.00 = Rp 56,620.25 0.458 btg @ Rp 77,962.50 = Rp 35,706.83 0.458 btg @ Rp 84,150.00 = Rp 38,540.70 0.458 btg @ Rp 129,950.00 = Rp 59,517.10 0.458 btg @ Rp 135,930.00 = Rp 62,255.94 0.458 btg @ Rp 104,650.00 = Rp 47,929.70 0.458 btg @ Rp 121,900.00 = Rp 55,830.20 0.458 btg @ Rp 135,700.00 = Rp 62,150.60 0.458 btg @ Rp 147,200.00 = Rp 67,417.60 0.458 btg @ Rp 163,300.00 = Rp 74,791.40 0.458 btg @ Rp 203,550.00 = Rp 93,225.90
10.17 1 M' Pagar BRC uk. 2400 x 900 galvanize 10.17.1 Bahan
0.417 unit Pagar BRC @ Rp 193,200.00 = Rp 80,564.40 Jumlah (1) = Rp 80,564.40
10.17.2 Tenaga0.026 hari Tukang besi @ Rp 35,000.00 = Rp 910.00
0.104 hari Pekerja @ Rp 30,000.00 = Rp 3,120.00 Jumlah (2) = Rp 4,030.00
Jumlah (1) + (2) = Rp 84,594.40
10.18 1 M' Pagar BRC uk. 2400 x 1200 galvanize
Tiang penghubung Uk. f 1.5" x 1200
Tiang penghubung Uk. f 1.5" x 1500
Tiang penghubung Uk. f 1.5" x 1800
Tiang penghubung Uk. f 1.5" x 2000
Tiang penghubung Uk. f 1.5" x 2250
Tiang penghubung Uk. f 1.5" x 2400
Tiang penghubung Uk. f 2.0" x 1200
Tiang penghubung Uk. f 2.0" x 1500
Tiang penghubung Uk. f 2.0" x 1800
Tiang penghubung Uk. f 2.0" x 2000
Tiang penghubung Uk. f 2.0" x 2250
Tiang penghubung Uk. f 2.0" x 2400
BIDANG BANGUNAN
10.18.1 Bahan
0.417 unit Pagar BRC @ Rp 239,200.00 = Rp 99,746.40 Jumlah (1) = Rp 99,746.40
10.18.2 Tenaga0.026 hari Tukang besi @ Rp 35,000.00 = Rp 910.00
0.104 hari Pekerja @ Rp 30,000.00 = Rp 3,120.00 Jumlah (2) = Rp 4,030.00
Jumlah (1) + (2) = Rp 103,776.40
10.19 1 M' Pagar BRC uk. 2400 x 1500 galvanize 10.19.1 Bahan
0.417 unit Pagar BRC @ Rp 253,687.50 = Rp 105,787.69 Jumlah (1) = Rp 105,787.69
10.19.2 Tenaga0.026 hari Tukang besi @ Rp 35,000.00 = Rp 910.00
0.104 hari Pekerja @ Rp 30,000.00 = Rp 3,120.00 Jumlah (2) = Rp 4,030.00
Jumlah (1) + (2) = Rp 109,817.69
10.20 1 M' Pagar BRC uk. 2400 x 1750 galvanize 10.20.1 Bahan
0.417 unit Pagar BRC @ Rp 368,000.00 = Rp 153,456.00 Jumlah (1) = Rp 153,456.00
10.20.2 Tenaga0.026 hari Tukang besi @ Rp 35,000.00 = Rp 910.00
0.104 hari Pekerja @ Rp 30,000.00 = Rp 3,120.00 Jumlah (2) = Rp 4,030.00
Jumlah (1) + (2) = Rp 157,486.00
10.21 1 M' Pagar BRC uk. 2400 x 1900 galvanize 10.21.1 Bahan
0.417 unit Pagar BRC @ Rp 393,300.00 = Rp 164,006.10 Jumlah (1) = Rp 164,006.10
10.21.2 Tenaga0.026 hari Tukang besi @ Rp 35,000.00 = Rp 910.00
0.104 hari Pekerja @ Rp 30,000.00 = Rp 3,120.00 Jumlah (2) = Rp 4,030.00
Jumlah (1) + (2) = Rp 168,036.10
10.22 1 unit Pintu Pagar BRC Swing Tunggal uk. 1000 x 1000 10.22.1 Bahan
1.000 unit Pintu @ Rp 306,900.00 = Rp 306,900.00 Jumlah (1) = Rp 306,900.00
10.22.2 Tenaga0.063 hari Tukang besi @ Rp 35,000.00 = Rp 2,205.00
0.250 hari Pekerja @ Rp 30,000.00 = Rp 7,500.00 Jumlah (2) = Rp 9,705.00
Jumlah (1) + (2) = Rp 316,605.00
10.23 1 unit Pintu Pagar BRC Swing Tunggal uk. 1000 x 1200 10.23.1 Bahan
1.000 unit Pintu @ Rp 346,500.00 = Rp 346,500.00 Jumlah (1) = Rp 346,500.00
10.23.2 Tenaga0.076 hari Tukang besi @ Rp 35,000.00 = Rp 2,660.00
0.300 hari Pekerja @ Rp 30,000.00 = Rp 9,000.00 Jumlah (2) = Rp 11,660.00
Jumlah (1) + (2) = Rp 358,160.00
BIDANG BANGUNAN
10.24 1 unit Pintu Pagar BRC Swing Tunggal uk. 1000 x 1500 10.24.1 Bahan
1.000 unit Pintu @ Rp 470,250.00 = Rp 470,250.00 Jumlah (1) = Rp 470,250.00
10.24.2 Tenaga0.095 hari Tukang besi @ Rp 35,000.00 = Rp 3,325.00
0.375 hari Pekerja @ Rp 30,000.00 = Rp 11,250.00 Jumlah (2) = Rp 14,575.00
Jumlah (1) + (2) = Rp 484,825.00
10.25 1 unit Pintu Pagar BRC Swing Ganda uk. 2500 x 1200 10.25.1 Bahan
1.000 unit Pintu @ Rp 841,225.00 = Rp 841,225.00 Jumlah (1) = Rp 841,225.00
10.25.2 Tenaga0.233 hari Tukang besi @ Rp 35,000.00 = Rp 8,155.00
0.925 hari Pekerja @ Rp 30,000.00 = Rp 27,750.00 Jumlah (2) = Rp 35,905.00
Jumlah (1) + (2) = Rp 877,130.00
10.26 1 unit Pintu Pagar BRC Swing Ganda uk. 2500 x 1500 10.26.1 Bahan
1.000 unit Pintu @ Rp 1,051,100.00 = Rp 1,051,100.00 Jumlah (1) = Rp 1,051,100.00
10.26.2 Tenaga0.252 hari Tukang besi @ Rp 35,000.00 = Rp 8,820.00
1.000 hari Pekerja @ Rp 30,000.00 = Rp 30,000.00 Jumlah (2) = Rp 38,820.00
Jumlah (1) + (2) = Rp 1,089,920.00
10.27 1 unit Pintu Pagar BRC Swing Ganda uk. 3000 x 1200 10.27.1 Bahan
1.000 unit Pintu @ Rp 1,006,250.00 = Rp 1,006,250.00 Jumlah (1) = Rp 1,006,250.00
10.27.2 Tenaga0.265 hari Tukang besi @ Rp 35,000.00 = Rp 9,275.00
1.050 hari Pekerja @ Rp 30,000.00 = Rp 31,500.00 Jumlah (2) = Rp 40,775.00
Jumlah (1) + (2) = Rp 1,047,025.00
10.28 1 unit Pintu Pagar BRC Swing Ganda uk. 3000 x 1500 10.28.1 Bahan
1.000 unit Pintu @ Rp 1,265,000.00 = Rp 1,265,000.00 Jumlah (1) = Rp 1,265,000.00
10.28.2 Tenaga0.284 hari Tukang besi @ Rp 35,000.00 = Rp 9,940.00
1.125 hari Pekerja @ Rp 30,000.00 = Rp 33,750.00 Jumlah (2) = Rp 43,690.00
Jumlah (1) + (2) = Rp 1,308,690.00
10.29 1 unit Pintu Pagar BRC Dorong uk. 3000 x 1200 10.29.1 Bahan
1.000 unit Pintu @ Rp 1,299,375.00 = Rp 1,299,375.00 Jumlah (1) = Rp 1,299,375.00
10.29.2 Tenaga0.265 hari Tukang besi @ Rp 35,000.00 = Rp 9,275.00
1.050 hari Pekerja @ Rp 30,000.00 = Rp 31,500.00
BIDANG BANGUNAN
Jumlah (2) = Rp 40,775.00 Jumlah (1) + (2) = Rp 1,340,150.00
10.30 1 unit Pintu Pagar BRC Dorong uk. 3000 x 1500 10.30.1 Bahan
1.000 unit Pintu @ Rp 1,485,000.00 = Rp 1,485,000.00 Jumlah (1) = Rp 1,485,000.00
10.30.2 Tenaga0.284 hari Tukang besi @ Rp 35,000.00 = Rp 9,940.00
1.125 hari Pekerja @ Rp 30,000.00 = Rp 33,750.00 Jumlah (2) = Rp 43,690.00
Jumlah (1) + (2) = Rp 1,528,690.00
10.31 1 m' Mengerjakan Kusen Aluminium10.31.1 Bahan
1.000 m Profil Aluminium 2" x 5" @ Rp 62,150.00 = Rp 62,150.00
2.000 m Karet kusen aluminium @ Rp 3,300.00 = Rp 6,600.00 Jumlah (1) = Rp 68,750.00
10.31.2 Tenaga1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 0.030 Org Tukang kayu @ Rp 35,000.00 = Rp 1,050.00 0.003 Org Kepala tukang @ Rp 37,500.00 = Rp 112.50
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah (2) = Rp 33,162.50
Jumlah (1) + (2) = Rp 101,912.50
10.31 1 m' Memasang Kusen Pintu Aluminium10.31.1 Bahan
1.100 m' Profil Aluminium @ Rp 62,150.00 = Rp 68,365.00 2.000 Buah Skrup fixer @ = Rp -
0.060 Tube Sealant @ = Rp - Jumlah (1) = Rp 68,365.00
10.31.2 Tenaga0.043 Org Pekerja @ Rp 30,000.00 = Rp 1,290.00 0.043 Org Tukang kayu @ Rp 35,000.00 = Rp 1,505.00
0.0043 Org Kepala tukang @ Rp 37,500.00 = Rp 161.25
0.0021 Org Mandor @ Rp 40,000.00 = Rp 84.00 Jumlah (2) = Rp 3,040.25
Jumlah (1) + (2) = Rp 71,405.25
10.32 1 m' Mengerjakan Slimar Aluminium10.32.1 Bahan
1.000 m' Slimar Aluminium @ Rp 40,700.00 = Rp 40,700.00
1.000 m' Karet kusen aluminium @ Rp 3,300.00 = Rp 3,300.00 Jumlah (1) = Rp 44,000.00
10.32.2 Tenaga1.500 Org Pekerja @ Rp 30,000.00 = Rp 45,000.00 0.060 Org Tukang kayu @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 47,725.00
Jumlah (1) + (2) = Rp 91,725.00
10.33 1 m' Pasangan Talang Pembuluh Pipa PVC 4" Type D10.33.1 Bahan
1.000 m' Pipa PVC 4" Type D @ Rp 54,625.00 = Rp 54,625.00
1.000 bj Klem PVC @ Rp 1,725.00 = Rp 1,725.00 Jumlah (1) = Rp 56,350.00
BIDANG BANGUNAN
10.33.2 Tenaga
0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00 Jumlah (2) = Rp 7,500.00
Jumlah (1) + (2) = Rp 63,850.00
10.34 1 m' Pasangan Talang Pembuluh Pipa PVC 3" Type D10.34.1 Bahan
1.000 m' Pipa PVC 3" Type D @ Rp 36,800.00 = Rp 36,800.00
1.000 bj Klem PVC @ Rp 1,725.00 = Rp 1,725.00 Jumlah (1) = Rp 38,525.00
10.34.2 Tenaga
0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00 Jumlah (2) = Rp 7,500.00
Jumlah (1) + (2) = Rp 46,025.00
BIDANG BANGUNAN
Rp 49,555.92 Rp 68,253.77 Rp 47,340.35 Rp 50,174.22 Rp 71,150.62 Rp 73,889.46 Rp 59,563.22 Rp 67,463.72 Rp 73,784.12 Rp 79,051.12 Rp 86,424.92 Rp 104,859.42
BIDANG BANGUNAN
13. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP LANTAI
13.1 1 m² Pasang lantai ubin pc abu - abu ukuran 40 x 40 cm
13.1.1 Bahan
6.630 Bh Ubin abu - abu @ Rp - = Rp -
9.800 Kg Semen portland @ Rp 984.00 = Rp 9,643.20
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
Jumlah (1) = Rp 12,736.95
13.1.2 Tenaga
0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00
0.120 Org Tukang batu @ Rp 35,000.00 = Rp 4,200.00
0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.013 Org Mandor @ Rp 40,000.00 = Rp 520.00
Jumlah (2) = Rp 12,670.00
Jumlah (1) + (2) = Rp 25,406.95
13.1 1 m² Pasang lantai ubin pc abu - abu ukuran 30 x 30 cm
13.1.1 Bahan
1.000 m2 Ubin abu - abu @ Rp 42,900.00 = Rp 42,900.00
10.000 Kg Semen portland @ Rp 984.00 = Rp 9,840.00
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
Jumlah (1) = Rp 55,833.75
13.1.2 Tenaga
0.260 Org Pekerja @ Rp 30,000.00 = Rp 7,800.00
0.125 Org Tukang batu @ Rp 35,000.00 = Rp 4,375.00
0.013 Org Kepala tukang @ Rp 37,500.00 = Rp 487.50
0.013 Org Mandor @ Rp 40,000.00 = Rp 520.00
Jumlah (2) = Rp 13,182.50
Jumlah (1) + (2) = Rp 69,016.25
13.1 1 m² Pasang lantai ubin pc abu - abu ukuran 20 x 20 cm
13.1.1 Bahan
1.060 m2 Ubin abu - abu @ Rp 24,640.00 = Rp 26,118.40
10.400 Kg Semen portland @ Rp 984.00 = Rp 10,233.60
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
Jumlah (1) = Rp 39,445.75
13.1.2 Tenaga
0.270 Org Pekerja @ Rp 30,000.00 = Rp 8,100.00
0.130 Org Tukang batu @ Rp 35,000.00 = Rp 4,550.00
0.130 Org Kepala tukang @ Rp 37,500.00 = Rp 4,875.00
0.014 Org Mandor @ Rp 40,000.00 = Rp 560.00
Jumlah (2) = Rp 18,085.00
Jumlah (1) + (2) = Rp 57,530.75
13.1 1 m² Pasang lantai ubin pc abu - abu ukuran 20 x 20 cm
13.1.1 Bahan
1.000 m2 Ubin abu - abu 20 x 20 cm @ Rp 24,640.00 = Rp 24,640.00
10.000 Kg Semen portland @ Rp 984.00 = Rp 9,840.00
0.0215 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,478.12
Jumlah (1) = Rp 35,958.13
13.1.2 Tenaga
0.260 Org Pekerja @ Rp 30,000.00 = Rp 7,800.00
0.125 Org Tukang batu @ Rp 35,000.00 = Rp 4,375.00
0.0125 Org Kepala tukang @ Rp 37,500.00 = Rp 468.75
0.013 Org Mandor @ Rp 40,000.00 = Rp 520.00
Jumlah (2) = Rp 13,163.75
BIDANG BANGUNAN
Jumlah (1) + (2) = Rp 49,121.88
13.2 1 m² Pasang lantai ubin warna ukuran 40 x 40 cm
13.2.1 Bahan
6.630 bh Ubin warna @ = Rp -
9.800 Kg Semen portland @ Rp 984.00 = Rp 9,643.20
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
1.300 Kg Semen warna @ Rp 2,875.00 = Rp 3,737.50
Jumlah (1) = Rp 16,474.45
13.2.2 Tenaga
0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00
0.120 Org Tukang batu @ Rp 35,000.00 = Rp 4,200.00
0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.013 Org Mandor @ Rp 40,000.00 = Rp 520.00
Jumlah (2) = Rp 12,670.00
Jumlah (1) + (2) = Rp 29,144.45
13.2 1 m² Pasang lantai ubin warna ukuran 30 x 30 cm
13.2.1 Bahan
11.870 bh Ubin warna 30 x 30 cm @ = Rp -
10.00 Kg Semen portland @ Rp 984.00 = Rp 9,840.00
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
1.500 Kg Semen warna @ Rp 2,875.00 = Rp 4,312.50
Jumlah (1) = Rp 17,246.25
13.2.2 Tenaga
0.260 Org Pekerja @ Rp 30,000.00 = Rp 7,800.00
0.125 Org Tukang batu @ Rp 35,000.00 = Rp 4,375.00
0.013 Org Kepala tukang @ Rp 37,500.00 = Rp 487.50
0.013 Org Mandor @ Rp 40,000.00 = Rp 520.00
Jumlah (2) = Rp 13,182.50
Jumlah (1) + (2) = Rp 30,428.75
BIDANG BANGUNAN
13.3 1 m² Pasang lantai ubin warna ukuran 20 x 20 cm
13.3.1 Bahan
26.500 bh Ubin warna 20 x 20 cm @ Rp - = Rp -
10.400 Kg Semen portland @ Rp 984.00 = Rp 10,233.60
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
1.620 Kg Semen warna @ Rp 2,875.00 = Rp 4,657.50
Jumlah (1) = Rp 17,984.85
13.3.1 Tenaga
0.270 Org Pekerja @ Rp 30,000.00 = Rp 8,100.00
0.130 Org Tukang batu @ Rp 35,000.00 = Rp 4,550.00
0.013 Org Kepala tukang @ Rp 37,500.00 = Rp 487.50
0.014 Org Mandor @ Rp 40,000.00 = Rp 540.00
Jumlah (2) = Rp 13,677.50
Jumlah (1) + (2) = Rp 31,662.35
13.4 1 m² Pasang lantai ubin teraso ukuran 40 x 40 cm
13.4.1 Bahan
6.630 bh Ubin teraso @ Rp - = Rp -
9.800 Kg Semen portland @ Rp 984.00 = Rp 9,643.20
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
1.300 Kg Semen warna @ Rp 2,875.00 = Rp 3,737.50
Jumlah (1) = Rp 16,474.45
13.4.2 Tenaga
0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00
0.120 Org Tukang batu @ Rp 35,000.00 = Rp 4,200.00
0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.013 Org Mandor @ Rp 40,000.00 = Rp 520.00
Jumlah (2) = Rp 12,670.00
Jumlah (1) + (2) = Rp 29,144.45
13.4 1 m² Pasang lantai ubin teraso ukuran 30 x 30 cm
13.4.1 Bahan
11.870 bh Ubin teraso 30 x 30 cm @ = Rp -
10.000 Kg Semen portland @ Rp 984.00 = Rp 9,840.00
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
1.500 Kg Semen warna @ Rp 2,875.00 = Rp 4,312.50
Jumlah (1) = Rp 17,246.25
13.4.2 Tenaga
0.260 Org Pekerja @ Rp 30,000.00 = Rp 7,800.00
0.125 Org Tukang batu @ Rp 35,000.00 = Rp 4,375.00
0.013 Org Kepala tukang @ Rp 37,500.00 = Rp 487.50
0.013 Org Mandor @ Rp 40,000.00 = Rp 520.00
Jumlah (2) = Rp 13,182.50
Jumlah (1) + (2) = Rp 30,428.75
13.5 1 m² Pasang lantai ubin granito ukuran 40 x 40 cm
13.5.1 Bahan
6.630 bh Ubin granito @ = Rp -
9.800 Kg Semen portland @ Rp 984.00 = Rp 9,643.20
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
1.300 Kg Semen warna @ Rp 2,875.00 = Rp 3,737.50
Jumlah (1) = Rp 16,474.45
13.5.2 Tenaga
0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00
0.120 Org Tukang batu @ Rp 35,000.00 = Rp 4,200.00
0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
BIDANG BANGUNAN
0.013 Org Mandor @ Rp 40,000.00 = Rp 520.00
Jumlah (2) = Rp 12,670.00
Jumlah (1) + (2) = Rp 29,144.45
13.5 1 m² Pasang lantai ubin granito ukuran 30 x 30 cm
13.5.1 Bahan
11.870 bh Ubin granito 30 x 30 cm @ = Rp -
10.000 Kg Semen portland @ Rp 984.00 = Rp 9,840.00
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
1.500 Kg Semen warna @ Rp 2,875.00 = Rp 4,312.50
Jumlah (1) = Rp 17,246.25
13.5.2 Tenaga
0.260 Org Pekerja @ Rp 30,000.00 = Rp 7,800.00
0.125 Org Tukang batu @ Rp 35,000.00 = Rp 4,375.00
0.013 Org Kepala tukang @ Rp 37,500.00 = Rp 468.75
0.013 Org Mandor @ Rp 40,000.00 = Rp 520.00
Jumlah (2) = Rp 13,163.75
Jumlah (1) + (2) = Rp 30,410.00
13.6 1 m² Pasang lantai ubin teralux ukuran 40 x 40 cm
13.6.1 Bahan
6.630 bh Ubin teralux kerang @ = Rp -
9.800 Kg Semen portland @ Rp 984.00 = Rp 9,643.20
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
1.300 Kg Semen warna @ Rp 2,875.00 = Rp 3,737.50
Jumlah (1) = Rp 16,474.45
13.6.2 Tenaga
0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00
0.120 Org Tukang batu @ Rp 35,000.00 = Rp 4,200.00
0.013 Org Kepala tukang @ Rp 37,500.00 = Rp 487.50
0.013 Org Mandor @ Rp 40,000.00 = Rp 520.00
Jumlah (2) = Rp 12,707.50
Jumlah (1) + (2) = Rp 29,181.95
BIDANG BANGUNAN
13.6 1 m² Pasang lantai ubin teralux ukuran 30 x 30 cm
13.6.1 Bahan
11.870 bh Ubin teralux kerang @ = Rp -
10.000 Kg Semen portland @ Rp 984.00 = Rp 9,840.00
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
1.500 Kg Semen warna @ Rp 2,875.00 = Rp 4,312.50
Jumlah (1) = Rp 17,246.25
13.6.2 Tenaga
0.260 Org Pekerja @ Rp 30,000.00 = Rp 7,800.00
0.125 Org Tukang batu @ Rp 35,000.00 = Rp 4,375.00
0.013 Org Kepala tukang @ Rp 37,500.00 = Rp 487.50
0.013 Org Mandor @ Rp 40,000.00 = Rp 520.00
Jumlah (2) = Rp 13,182.50
Jumlah (1) + (2) = Rp 30,428.75
13.6 1 m² Pasang lantai ubin teralux marmer ukuran 60 x 60 cm
13.6.1 Bahan
3.100 bh Ubin teralux marmer @ = Rp -
9.600 Kg Semen portland @ Rp 984.00 = Rp 9,446.40
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
1.500 Kg Semen warna @ Rp 2,875.00 = Rp 4,312.50
Jumlah (1) = Rp 16,852.65
13.6.2 Tenaga
0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00
0.120 Org Tukang batu @ Rp 35,000.00 = Rp 4,200.00
0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.013 Org Mandor @ Rp 40,000.00 = Rp 520.00
Jumlah (2) = Rp 12,670.00
Jumlah (1) + (2) = Rp 29,522.65
13.6 1 m² Pasang lantai ubin teralux marmer ukuran 40 x 40 cm
13.6.1 Bahan
6.630 bh Ubin teralux marmer @ = Rp -
9.800 Kg Semen portland @ Rp 984.00 = Rp 9,643.20
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
1.300 Kg Semen warna @ Rp 2,875.00 = Rp 3,737.50
Jumlah (1) = Rp 16,474.45
13.6.2 Tenaga
0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00
0.120 Org Tukang batu @ Rp 35,000.00 = Rp 4,200.00
0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.013 Org Mandor @ Rp 40,000.00 = Rp 520.00
Jumlah (2) = Rp 12,670.00
Jumlah (1) + (2) = Rp 29,144.45
13.6 1 m² Pasang lantai ubin teralux marmer ukuran 30 x 30 cm
13.6.1 Bahan
11.870 bh Ubin teralux marmer @ = Rp -
10.000 Kg Semen portland @ Rp 984.00 = Rp 9,840.00
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
1.500 Kg Semen warna @ Rp 2,875.00 = Rp 4,312.50
Jumlah (1) = Rp 17,246.25
13.6.2 Tenaga
0.260 Org Pekerja @ Rp 30,000.00 = Rp 7,800.00
0.125 Org Tukang batu @ Rp 35,000.00 = Rp 4,375.00
0.013 Org Kepala tukang @ Rp 37,500.00 = Rp 487.50
BIDANG BANGUNAN
0.013 Org Mandor @ Rp 40,000.00 = Rp 520.00
Jumlah (2) = Rp 13,182.50
Jumlah (1) + (2) = Rp 30,428.75
13.7 1 m' Pasang plint ubin pc abu - abu ukuran 15 x 20 cm
13.7.1 Bahan
5.300 bh Plint ubin 15 x 20 cm @ = Rp -
1.650 Kg Semen portland @ Rp 984.00 = Rp 1,623.60
0.004 M³ Pasir pasang @ Rp 68,750.00 = Rp 275.00
Jumlah (1) = Rp 1,898.60
13.7.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,387.50
Jumlah (1) + (2) = Rp 8,286.10
13.7 1 m' Pasang plint ubin pc abu - abu ukuran 10 x 30 cm
13.7.1 Bahan
3.530 bh Plint ubin 10 x 30 cm @ = Rp -
1.240 Kg Semen portland @ Rp 984.00 = Rp 1,220.16
0.003 M³ Pasir pasang @ Rp 68,750.00 = Rp 206.25
Jumlah (1) = Rp 1,426.41
13.7.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,387.50
Jumlah (1) + (2) = Rp 7,813.91
13.7 1 m' Pasang plint ubin pc abu - abu ukuran 10 x 40 cm
13.7.1 Bahan
2.650 bh Plint ubin 10 x 40 cm @ = Rp -
1.240 Kg Semen portland @ Rp 984.00 = Rp 1,220.16
0.003 M³ Pasir pasang @ Rp 68,750.00 = Rp 206.25
Jumlah (1) = Rp 1,426.41
13.7.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,387.50
Jumlah (1) + (2) = Rp 7,813.91
13.7 1 m' Pasang plint ubin pc warna ukuran 10 x 20 cm
13.7.1 Bahan
5.300 bh Plint ubin PC warna @ = Rp -
1.140 Kg Semen portland @ Rp 984.00 = Rp 1,121.76
0.003 M³ Pasir pasang @ Rp 68,750.00 = Rp 206.25
0.100 Kg Semen warna @ Rp 2,875.00 = Rp 287.50
Jumlah (1) = Rp 1,615.51
13.7.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
BIDANG BANGUNAN
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,387.50
Jumlah (1) + (2) = Rp 8,003.01
13.7 1 m' Pasang plint ubin pc warna ukuran 10 x 30 cm
13.7.1 Bahan
3.530 bh Plint ubin PC warna @ Rp - = Rp -
1.140 Kg Semen portland @ Rp 984.00 = Rp 1,121.76
0.003 M³ Pasir pasang @ Rp 68,750.00 = Rp 206.25
0.100 Kg Semen warna @ Rp 2,875.00 = Rp 287.50
Jumlah (1) = Rp 1,615.51
13.7.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,387.50
Jumlah (1) + (2) = Rp 8,003.01
13.7 1 m' Pasang plint ubin pc warna ukuran 10 x 40 cm
13.7.1 Bahan
2.650 bh Plint ubin PC warna @ = Rp -
1.140 Kg Semen portland @ Rp 984.00 = Rp 1,121.76
0.003 M³ Pasir pasang @ Rp 68,750.00 = Rp 206.25
0.100 Kg Semen warna @ Rp 2,875.00 = Rp 287.50
Jumlah (1) = Rp 1,615.51
13.7.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,387.50
Jumlah (1) + (2) = Rp 8,003.01
13.7 1 m' Pasang plint ubin teraso ukuran 10 x 30 cm
13.7.1 Bahan
3.530 bh Plint ubin teraso @ = Rp -
1.140 Kg Semen portland @ Rp 984.00 = Rp 1,121.76
0.003 M³ Pasir pasang @ Rp 68,750.00 = Rp 206.25
0.100 Kg Semen warna @ Rp 2,875.00 = Rp 287.50
Jumlah (1) = Rp 1,615.51
13.7.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,387.50
Jumlah (1) + (2) = Rp 8,003.01
13.7 1 m' Pasang plint ubin teraso ukuran 10 x 40 cm
13.7.1 Bahan
2.650 bh Plint ubin teraso @ = Rp -
1.140 Kg Semen portland @ Rp 984.00 = Rp 1,121.76
0.003 M³ Pasir pasang @ Rp 68,750.00 = Rp 206.25
0.100 Kg Semen warna @ Rp 2,875.00 = Rp 287.50
Jumlah (1) = Rp 1,615.51
13.7.2 Tenaga
BIDANG BANGUNAN
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,387.50
Jumlah (1) + (2) = Rp 8,003.01
13.7 1 m' Pasang plint ubin granit ukuran 10 x 40 cm
13.7.1 Bahan
2.650 bh Plint ubin granit @ = Rp -
1.140 Kg Semen portland @ Rp 984.00 = Rp 1,121.76
0.003 M³ Pasir pasang @ Rp 68,750.00 = Rp 206.25
0.100 Kg Semen warna @ Rp 2,875.00 = Rp 287.50
Jumlah (1) = Rp 1,615.51
13.7.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,387.50
Jumlah (1) + (2) = Rp 8,003.01
13.7 1 m' Pasang plint ubin granit ukuran 10 x 30 cm
13.7.1 Bahan
3.530 bh Plint ubin granit @ = Rp -
1.140 Kg Semen portland @ Rp 984.00 = Rp 1,121.76
0.003 M³ Pasir pasang @ Rp 68,750.00 = Rp 206.25
0.100 Kg Semen warna @ Rp 2,875.00 = Rp 287.50
Jumlah (1) = Rp 1,615.51
13.7.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,387.50
Jumlah (1) + (2) = Rp 8,003.01
13.7 1 m' Pasang plint ubin teralux kerang ukuran 10 x 40 cm
13.7.1 Bahan
2.650 bh Plint ubin teralux kerang @ = Rp -
1.140 Kg Semen portland @ Rp 984.00 = Rp 1,121.76
0.003 M³ Pasir pasang @ Rp 68,750.00 = Rp 206.25
0.100 Kg Semen warna @ Rp 2,875.00 = Rp 287.50
Jumlah (1) = Rp 1,615.51
13.7.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,387.50
Jumlah (1) + (2) = Rp 8,003.01
13.7 1 m' Pasang plint ubin teralux kerang ukuran 10 x 30 cm
13.7.1 Bahan
3.530 bh Plint ubin teralux kerang @ = Rp -
1.140 Kg Semen portland @ Rp 984.00 = Rp 1,121.76
0.003 M³ Pasir pasang @ Rp 68,750.00 = Rp 206.25
BIDANG BANGUNAN
0.100 Kg Semen warna @ Rp 2,875.00 = Rp 287.50
Jumlah (1) = Rp 1,615.51
13.7.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,387.50
Jumlah (1) + (2) = Rp 8,003.01
13.7 1 m' Pasang plint ubin teralux marmer ukuran 10 x 60 cm
13.7.1 Bahan
1.700 bh Plint ubin teralux marmer @ = Rp -
1.140 Kg Semen portland @ Rp 984.00 = Rp 1,121.76
0.003 M³ Pasir pasang @ Rp 68,750.00 = Rp 206.25
0.100 Kg Semen warna @ Rp 2,875.00 = Rp 287.50
Jumlah (1) = Rp 1,615.51
13.7.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,387.50
Jumlah (1) + (2) = Rp 8,003.01
13.7 1 m' Pasang plint ubin teralux marmer ukuran 10 x 40 cm
13.7.1 Bahan
2.650 bh Plint ubin teralux marmer @ = Rp -
1.140 Kg Semen portland @ Rp 984.00 = Rp 1,121.76
0.003 M³ Pasir pasang @ Rp 68,750.00 = Rp 206.25
0.100 Kg Semen warna @ Rp 2,875.00 = Rp 287.50
Jumlah (1) = Rp 1,615.51
13.7.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,387.50
Jumlah (1) + (2) = Rp 8,003.01
13.7 1 m' Pasang plint ubin teralux marmer ukuran 10 x 30 cm
13.7.1 Bahan
3.530 bh Plint ubin teralux marmer @ = Rp -
1.140 Kg Semen portland @ Rp 984.00 = Rp 1,121.76
0.003 M³ Pasir pasang @ Rp 68,750.00 = Rp 206.25
0.100 Kg Semen warna @ Rp 2,875.00 = Rp 287.50
Jumlah (1) = Rp 1,615.51
13.7.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,387.50
Jumlah (1) + (2) = Rp 8,003.01
13.7 1 m2 Pasang lantai teraso cor ditempat, tebal 3 cm
13.7.1 Bahan
BIDANG BANGUNAN
0.036 m3 Bahan teraso cor @ Rp - = Rp -
Jumlah (1) = Rp -
13.7.2 Tenaga
0.360 Org Pekerja @ Rp 30,000.00 = Rp 10,800.00
0.180 Org Tukang batu @ Rp 35,000.00 = Rp 6,300.00
0.018 Org Kepala tukang @ Rp 37,500.00 = Rp 675.00
0.018 Org Mandor @ Rp 40,000.00 = Rp 720.00
Jumlah (2) = Rp 18,495.00
Jumlah (1) + (2) = Rp 18,495.00
13.7 1 m2 Pasang lantai teralux cor ditempat, tebal 3 cm
13.7.1 Bahan
0.0036 m3 Bahan teralux cor @ Rp - = Rp -
Jumlah (1) = Rp -
13.7.2 Tenaga
0.900 Org Pekerja @ Rp 30,000.00 = Rp 27,000.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.0045 Org Mandor @ Rp 40,000.00 = Rp 180.00
Jumlah (2) = Rp 30,667.50
Jumlah (1) + (2) = Rp 30,667.50
13.12 1 m² Pasang ubin tahan asam
13.12.1 Bahan
1.050 m2 Semen portland @ Rp 984.00 = Rp 1,033.20
14.140 Kg Pasir pasang @ Rp 68,750.00 = Rp 972,125.00
0.040 m3 Semen warna @ Rp 2,875.00 = Rp 115.00
Jumlah (1) = Rp 973,273.20
13.12.2 Tenaga
0.270 Org Pekerja @ Rp 30,000.00 = Rp 8,100.00
0.150 Org Tukang batu @ Rp 35,000.00 = Rp 5,250.00
0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.0135 Org Mandor @ Rp 40,000.00 = Rp 540.00
Jumlah (2) = Rp 14,452.50
Jumlah (1) + (2) = Rp 987,725.70
13.12 1 m² Pasang lantai keramik artistik ukuran 10 x 20 cm
13.12.1 Bahan
53.000 bh Ubin keramik artistik 10 x 20 cm @ = Rp -
8.190 Kg Semen portland @ Rp 984.00 = Rp 8,058.96
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
2.750 Kg Semen warna @ Rp 2,875.00 = Rp 7,906.25
Jumlah (1) = Rp 19,058.96
13.12.2 Tenaga
0.620 Org Pekerja @ Rp 30,000.00 = Rp 18,600.00
0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00
0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 33,362.50
Jumlah (1) + (2) = Rp 52,421.46
13.12 1 m² Pasang lantai keramik artistik ukuran 10 x 10 cm atau ( 5 x 20 ) cm
13.12.1 Bahan
106.000 bh Ubin keramik artistik @ = Rp -
8.190 Kg Semen portland @ Rp 984.00 = Rp 8,058.96
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
3.200 Kg Semen warna @ Rp 2,875.00 = Rp 9,200.00
BIDANG BANGUNAN
Jumlah (1) = Rp 20,352.71
13.12.2 Tenaga
0.620 Org Pekerja @ Rp 30,000.00 = Rp 18,600.00
0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00
0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 33,362.50
Jumlah (1) + (2) = Rp 53,715.21
13.12 1 m² Pasang lantai keramik ukuran ( 33 x 33 ) cm
13.12.1 Bahan
10.000 bh Ubin keramik @ = Rp -
8.190 Kg Semen portland @ Rp 984.00 = Rp 8,058.96
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
1.620 Kg Semen warna @ Rp 2,875.00 = Rp 4,657.50
Jumlah (1) = Rp 15,810.21
13.12.2 Tenaga
0.620 Org Pekerja @ Rp 30,000.00 = Rp 18,600.00
0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00
0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 33,362.50
Jumlah (1) + (2) = Rp 49,172.71
13.12 1 m² Pasang lantai keramik ukuran ( 30 x 30 ) cm
13.12.1 Bahan
11.870 bh Ubin keramik @ = Rp -
10.000 Kg Semen portland @ Rp 984.00 = Rp 9,840.00
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
1.500 Kg Semen warna @ Rp 2,875.00 = Rp 4,312.50
Jumlah (1) = Rp 17,246.25
13.12.2 Tenaga
0.620 Org Pekerja @ Rp 30,000.00 = Rp 18,600.00
0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00
0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 33,362.50
Jumlah (1) + (2) = Rp 50,608.75
13.14 1 m² Pasang lantai keramik 20 x 20 cm
13.14.1 Bahan
26.500 bh Ubin keramik 20 x 20 cm @ = Rp -
10.400 Kg Semen portland @ Rp 984.00 = Rp 10,233.60
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
1.620 Kg Semen warna @ Rp 2,875.00 = Rp 4,657.50
Jumlah (1) = Rp 17,984.85
13.14.2 Tenaga
0.620 Org Pekerja @ Rp 30,000.00 = Rp 18,600.00
0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00
0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 33,362.50
Jumlah (1) + (2) = Rp 51,347.35
13.14 1 m² Pasang lantai keramik ukuran (10 x 33) cm, variasi / border
13.14.1 Bahan
33.000 bh Ubin keramik @ = Rp -
BIDANG BANGUNAN
9.800 Kg Semen portland @ Rp 984.00 = Rp 9,643.20
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
4.370 Kg Semen warna @ Rp 2,875.00 = Rp 12,563.75
Jumlah (1) = Rp 25,300.70
13.14.2 Tenaga
0.930 Org Pekerja @ Rp 30,000.00 = Rp 27,900.00
0.525 Org Tukang batu @ Rp 35,000.00 = Rp 18,375.00
0.053 Org Kepala tukang @ Rp 37,500.00 = Rp 1,987.50
0.047 Org Mandor @ Rp 40,000.00 = Rp 1,880.00
Jumlah (2) = Rp 50,142.50
Jumlah (1) + (2) = Rp 75,443.20
13.14 1 m² Pasang lantai mosaik ukuran (30 x 30) cm, campuran spesi 1 PC : 3 PP
13.14.1 Bahan
11.870 bh Mosaik @ Rp - = Rp -
14.150 Kg Semen portland @ Rp 984.00 = Rp 13,923.60
0.039 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,681.25
2.000 Kg Semen warna @ Rp 2,875.00 = Rp 5,750.00
Jumlah (1) = Rp 22,354.85
13.14.2 Tenaga
0.620 Org Pekerja @ Rp 30,000.00 = Rp 18,600.00
0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00
0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 33,362.50
Jumlah (1) + (2) = Rp 55,717.35
13.7 1 m' Pasang plint keramik ukuran 10 x 20 cm
13.7.1 Bahan
5.300 bh Plint keramik artistik @ = Rp -
1.140 Kg Semen portland @ Rp 984.00 = Rp 1,121.76
0.003 M³ Pasir pasang @ Rp 68,750.00 = Rp 206.25
0.025 Kg Semen warna @ Rp 2,875.00 = Rp 71.88
Jumlah (1) = Rp 1,399.89
13.7.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,387.50
Jumlah (1) + (2) = Rp 7,787.39
13.7 1 m' Pasang plint keramik ukuran 10 x 10 cm
13.7.1 Bahan
10.600 bh Plint keramik artistik @ = Rp -
1.140 Kg Semen portland @ Rp 984.00 = Rp 1,121.76
0.003 M³ Pasir pasang @ Rp 68,750.00 = Rp 206.25
0.050 Kg Semen warna @ Rp 2,875.00 = Rp 143.75
Jumlah (1) = Rp 1,471.76
13.7.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,387.50
Jumlah (1) + (2) = Rp 7,859.26
BIDANG BANGUNAN
13.7 1 m' Pasang plint keramik ukuran 5 x 20 cm
13.7.1 Bahan
5.300 bh Plint keramik artistik @ = Rp -
0.570 Kg Semen portland @ Rp 984.00 = Rp 560.88
0.0015 M³ Pasir pasang @ Rp 68,750.00 = Rp 103.13
0.013 Kg Semen warna @ Rp 2,875.00 = Rp 37.38
Jumlah (1) = Rp 701.38
13.7.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00
Jumlah (2) = Rp 6,387.50
Jumlah (1) + (2) = Rp 7,088.88
13.7
13.7.1 Bahan
5.300 bh Internal cove @ = Rp -
1.140 Kg Semen portland @ Rp 984.00 = Rp 1,121.76
0.0030 M³ Pasir pasang @ Rp 68,750.00 = Rp 206.25
0.100 Kg Semen warna @ Rp 2,875.00 = Rp 287.50
Jumlah (1) = Rp 1,615.51
13.7.2 Tenaga
0.750 Org Pekerja @ Rp 30,000.00 = Rp 22,500.00
0.450 Org Tukang batu @ Rp 35,000.00 = Rp 15,750.00
0.045 Org Kepala tukang @ Rp 37,500.00 = Rp 1,687.50
0.038 Org Mandor @ Rp 40,000.00 = Rp 1,520.00
Jumlah (2) = Rp 41,457.50
Jumlah (1) + (2) = Rp 43,073.01
13.19 1 m² Pasang lantai marmer ukuran ( 100 x 100 ) cm
13.19.1 Bahan
1.060 bh Marmer @ Rp - = Rp -
8.190 Kg Semen portland @ Rp 984.00 = Rp 8,058.96
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75
0.650 Kg Semen warna @ Rp 2,875.00 = Rp 1,868.75
Jumlah (1) = Rp 13,021.46
13.19.2 Tenaga
0.620 Org Pekerja @ Rp 30,000.00 = Rp 18,600.00
0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00
0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 33,362.50
Jumlah (1) + (2) = Rp 46,383.96
13.22 1 m² Pasang lantai karpet
13.22.1 Bahan
1.050 m2 Carpet @ Rp - = Rp -
0.350 Kg Lem vinyl @ Rp - = Rp -
Jumlah (1) = Rp -
13.22.2 Tenaga
0.170 Org Pekerja @ Rp 30,000.00 = Rp 5,100.00
0.170 Org Tukang batu @ Rp 35,000.00 = Rp 5,950.00
0.017 Org Kepala tukang @ Rp 37,500.00 = Rp 637.50
0.0085 Org Mandor @ Rp 40,000.00 = Rp 340.00
Jumlah (2) = Rp 12,027.50
Jumlah (1) + (2) = Rp 12,027.50
1 m' Pasang plint internal cove artistik ukuran ( 5 x 5 x 20 ) cm
BIDANG BANGUNAN
13.22
13.22.1 Bahan
1.050 m2 Underlayer / rubber corrugated @ Rp - = Rp -
0.350 Kg Lem @ Rp - = Rp -
Jumlah (1) = Rp -
13.22.2 Tenaga
0.120 Org Pekerja @ Rp 30,000.00 = Rp 3,600.00
0.120 Org Tukang batu @ Rp 35,000.00 = Rp 4,200.00
0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.006 Org Mandor @ Rp 40,000.00 = Rp 240.00
Jumlah (2) = Rp 8,490.00
Jumlah (1) + (2) = Rp 8,490.00
13.22 1 m² Pasang lantai parquet
13.22.1 Bahan
1.050 m2 Parquet @ Rp - = Rp -
0.600 Kg Lem @ Rp - = Rp -
Jumlah (1) = Rp -
13.22.2 Tenaga
0.650 Org Pekerja @ Rp 30,000.00 = Rp 19,500.00
0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00
0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.033 Org Mandor @ Rp 40,000.00 = Rp 1,320.00
Jumlah (2) = Rp 34,382.50
Jumlah (1) + (2) = Rp 34,382.50
13.22 1 m² Pasang lantai kayu ( Gymfloor )
13.22.1 Bahan
1.050 m2 Gymfloor @ Rp - = Rp -
0.600 Kg Lem @ Rp - = Rp -
Jumlah (1) = Rp -
13.22.2 Tenaga
0.650 Org Pekerja @ Rp 30,000.00 = Rp 19,500.00
0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00
0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.033 Org Mandor @ Rp 40,000.00 = Rp 1,320.00
Jumlah (2) = Rp 34,382.50
Jumlah (1) + (2) = Rp 34,382.50
13.23 1 m² Pasang dinding porselin 11 x 11 cm, putih
13.23.1 Bahan
86.000 bh Porselin 11 x 11 cm @ Rp - = Rp -
9.300 Kg Semen abu - abu @ Rp 984.00 = Rp 9,151.20
0.018 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,237.50
1.500 Kg Semen warna Rp 2,875.00 = Rp 4,312.50
Jumlah (1) = Rp -
13.23.2 Tenaga
0.620 Org Pekerja @ Rp 30,000.00 = Rp 18,600.00
0.500 Org Tukang batu @ Rp 35,000.00 = Rp 17,500.00
0.050 Org Kepala tukang @ Rp 37,500.00 = Rp 1,875.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 39,175.00
Jumlah (1) + (2) = Rp 39,175.00
13.23 1 m² Pasang dinding porselin 10 x 20 cm
13.23.1 Bahan
1 m² Pasang underlayer
BIDANG BANGUNAN
53.000 bh Porselin @ Rp - = Rp -
9.300 Kg Semen abu - abu @ Rp 984.00 = Rp 9,151.20
0.018 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,237.50
2.750 Kg Semen warna Rp 2,875.00 = Rp 7,906.25
Jumlah (1) = Rp -
13.23.2 Tenaga
0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00
0.450 Org Tukang batu @ Rp 35,000.00 = Rp 15,750.00
0.045 Org Kepala tukang @ Rp 37,500.00 = Rp 1,687.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 36,637.50
Jumlah (1) + (2) = Rp 36,637.50
13.23 1 m² Pasang dinding porselin 20x 20 cm
13.23.1 Bahan
26.500 bh Porselin @ Rp - = Rp -
9.300 Kg Semen abu - abu @ Rp 984.00 = Rp 9,151.20
0.018 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,237.50
1.940 Kg Semen warna Rp 2,875.00 = Rp 5,577.50
Jumlah (1) = Rp -
13.23.2 Tenaga
0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00
0.450 Org Tukang batu @ Rp 35,000.00 = Rp 15,750.00
0.045 Org Kepala tukang @ Rp 37,500.00 = Rp 1,687.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 36,637.50
Jumlah (1) + (2) = Rp 36,637.50
13.23 1 m² Pasang dinding keramik artistik ukuran ( 10 x 20 ) cm
13.23.1 Bahan
53.000 bh Keramik artistik @ Rp - = Rp -
9.300 Kg Semen abu - abu @ Rp 984.00 = Rp 9,151.20
0.018 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,237.50
2.750 Kg Semen warna Rp 2,875.00 = Rp 7,906.25
Jumlah (1) = Rp -
13.23.2 Tenaga
0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00
0.450 Org Tukang batu @ Rp 35,000.00 = Rp 15,750.00
0.045 Org Kepala tukang @ Rp 37,500.00 = Rp 1,687.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 36,637.50
Jumlah (1) + (2) = Rp 36,637.50
13.23 1 m² Pasang dinding keramik artistik ukuran ( 5 x 20 ) cm
13.23.1 Bahan
106.000 bh Keramik artistik @ Rp - = Rp -
9.300 Kg Semen abu - abu @ Rp 984.00 = Rp 9,151.20
0.018 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,237.50
2.900 Kg Semen warna Rp 2,875.00 = Rp 8,337.50
Jumlah (1) = Rp -
13.23.2 Tenaga
0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00
0.450 Org Tukang batu @ Rp 35,000.00 = Rp 15,750.00
0.045 Org Kepala tukang @ Rp 37,500.00 = Rp 1,687.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 36,637.50
Jumlah (1) + (2) = Rp 36,637.50
BIDANG BANGUNAN
13.23 1 m² Pasang dinding keramik artistik ukuran ( 5 x 20 ) cm
13.23.1 Bahan
106.000 bh Keramik artistik @ Rp - = Rp -
9.300 Kg Semen abu - abu @ Rp 984.00 = Rp 9,151.20
0.018 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,237.50
2.900 Kg Semen warna Rp 2,875.00 = Rp 8,337.50
Jumlah (1) = Rp -
13.23.2 Tenaga
0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00
0.450 Org Tukang batu @ Rp 35,000.00 = Rp 15,750.00
0.045 Org Kepala tukang @ Rp 37,500.00 = Rp 1,687.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 36,637.50
Jumlah (1) + (2) = Rp 36,637.50
13.23 1 m² Pasang dinding keramik ukuran ( 10 x 20 ) cm
13.23.1 Bahan
53.000 bh Keramik @ Rp - = Rp -
9.300 Kg Semen abu - abu @ Rp 984.00 = Rp 9,151.20
0.018 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,237.50
2.750 Kg Semen warna Rp 2,875.00 = Rp 7,906.25
Jumlah (1) = Rp -
13.23.2 Tenaga
0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00
0.450 Org Tukang batu @ Rp 35,000.00 = Rp 15,750.00
0.045 Org Kepala tukang @ Rp 37,500.00 = Rp 1,687.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 36,637.50
Jumlah (1) + (2) = Rp 36,637.50
13.23 1 m² Pasang dinding keramik ukuran ( 20 x 20 ) cm
13.23.1 Bahan
26.500 bh Keramik @ Rp - = Rp -
9.300 Kg Semen abu - abu @ Rp 984.00 = Rp 9,151.20
0.018 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,237.50
1.940 Kg Semen warna Rp 2,875.00 = Rp 5,577.50
Jumlah (1) = Rp -
13.23.2 Tenaga
0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00
0.450 Org Tukang batu @ Rp 35,000.00 = Rp 15,750.00
0.045 Org Kepala tukang @ Rp 37,500.00 = Rp 1,687.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 36,637.50
Jumlah (1) + (2) = Rp 36,637.50
13.23 1 m² Pasang dinding marmer ukuran ( 100 x 100 ) cm
13.23.1 Bahan
1.020 m2 Marmer @ Rp - = Rp -
2.000 bh Paku 12 cm @ Rp - = Rp -
12.440 Kg Semen abu - abu @ Rp 984.00 = Rp 12,240.96
0.025 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,718.75
0.650 Kg Semen warna Rp 2,875.00 = Rp 1,868.75
Jumlah (1) = Rp 11,320.00
13.23.2 Tenaga
0.720 Org Pekerja @ Rp 30,000.00 = Rp 21,600.00
0.650 Org Tukang batu @ Rp 35,000.00 = Rp 22,750.00
BIDANG BANGUNAN
0.065 Org Kepala tukang @ Rp 37,500.00 = Rp 2,437.50
0.035 Org Mandor @ Rp 40,000.00 = Rp 1,400.00
Jumlah (2) = Rp 48,187.50
Jumlah (1) + (2) = Rp 59,507.50
13.23 1 m² Pasang dinding bata pelapis ukuran ( 3x7x24 ) cm
13.23.1 Bahan
63.000 bh Bata pelapis dinding @ Rp - = Rp -
12.440 Kg Semen abu - abu @ Rp 984.00 = Rp 12,240.96
0.025 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,718.75
2.750 Kg Semen warna Rp 2,875.00 = Rp 7,906.25
Jumlah (1) = Rp 11,197.92
13.23.2 Tenaga
0.650 Org Pekerja @ Rp 30,000.00 = Rp 19,500.00
0.500 Org Tukang batu @ Rp 35,000.00 = Rp 17,500.00
0.050 Org Kepala tukang @ Rp 37,500.00 = Rp 1,875.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 40,075.00
Jumlah (1) + (2) = Rp 51,272.92
13.23 1 m² Pasang dinding batu paras
13.23.1 Bahan
1.100 m2 Batu paras @ Rp 82,500.00 = Rp 90,750.00
11.750 Kg Semen abu - abu @ Rp 984.00 = Rp 11,562.00
0.035 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,406.25
Jumlah (1) = Rp 43,120.00
13.23.2 Tenaga
0.620 Org Pekerja @ Rp 30,000.00 = Rp 18,600.00
0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00
0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 33,362.50
Jumlah (1) + (2) = Rp 76,482.50
13.23 1 m² Pasang dinding batu tempel hitam
13.23.1 Bahan
1.100 m2 Batu tempel hitam @ Rp 82,500.00 = Rp 90,750.00
11.750 Kg Semen abu - abu @ Rp 115,000.00 = Rp 1,351,250.00
0.035 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,406.25
Jumlah (1) = Rp -
13.23.2 Tenaga
0.620 Org Pekerja @ Rp 30,000.00 = Rp 18,600.00
0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00
0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 33,362.50
Jumlah (1) + (2) = Rp 33,362.50
13.22 1 m² Pasang lantai vinyl ukuran ( 30x30 ) cm KL I
13.22.1 Bahan
11.870 bh Vinyl @ Rp - = Rp -
0.350 Kg Lem vinyl @ Rp - = Rp -
Jumlah (1) = Rp -
13.22.2 Tenaga
0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00
0.150 Org Tukang @ Rp 35,000.00 = Rp 5,250.00
0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
BIDANG BANGUNAN
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00
Jumlah (2) = Rp 10,632.50
Jumlah (1) + (2) = Rp 10,632.50
13.22 1 m² Pasang wallpaper, lebar 50 cm
13.22.1 Bahan
2.200 m Wall paper @ Rp - = Rp -
0.250 Kg Lem @ Rp 10,350.00 = Rp 2,587.50
Jumlah (1) = Rp 2,587.50
13.22.2 Tenaga
0.750 Org Pekerja @ Rp 30,000.00 = Rp 22,500.00
0.170 Org Tukang @ Rp 35,000.00 = Rp 5,950.00
0.017 Org Kepala tukang @ Rp 37,500.00 = Rp 637.50
0.004 Org Mandor @ Rp 40,000.00 = Rp 160.00
Jumlah (2) = Rp 29,247.50
Jumlah (1) + (2) = Rp 31,835.00
13.22 1 m² Pasang Floorhardener
13.22.1 Bahan
5.000 Kg Floor hardener @ Rp - = Rp -
Jumlah (1) = Rp -
13.22.2 Tenaga
0.120 Org Pekerja @ Rp 30,000.00 = Rp 3,600.00
0.120 Org Tukang @ Rp 35,000.00 = Rp 4,200.00
0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.006 Org Mandor @ Rp 40,000.00 = Rp 240.00
Jumlah (2) = Rp 8,490.00
Jumlah (1) + (2) = Rp 8,490.00
13.22 1 m' Pasang plint vinyl karet ukuran ( 30x30 ) cm dengan perekat
13.22.1 Bahan
1.760 bh Vinyl @ Rp - = Rp -
0.080 Kg Lem vinyl @ Rp - = Rp -
Jumlah (1) = Rp -
13.22.2 Tenaga
0.080 Org Pekerja @ Rp 30,000.00 = Rp 2,400.00
0.080 Org Tukang @ Rp 35,000.00 = Rp 2,800.00
0.008 Org Kepala tukang @ Rp 37,500.00 = Rp 300.00
0.004 Org Mandor @ Rp 40,000.00 = Rp 160.00
Jumlah (2) = Rp 5,660.00
Jumlah (1) + (2) = Rp 5,660.00
13.22 1 m' Pasang plint kayu kelas II ukuran ( 2x10 ) cm
13.22.1 Bahan
0.003 m3 Papan kayu kelas II @ Rp 6,875,000.00 = Rp 20,625.00
0.050 Kg Paku skrup 5 cm @ Rp - = Rp -
Jumlah (1) = Rp 20,625.00
13.22.2 Tenaga
0.120 Org Pekerja @ Rp 30,000.00 = Rp 3,600.00
0.120 Org Tukang kayu @ Rp 35,000.00 = Rp 4,200.00
0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.006 Org Mandor @ Rp 40,000.00 = Rp 240.00
Jumlah (2) = Rp 8,490.00
Jumlah (1) + (2) = Rp 29,115.00
13.8 1 m² Pasang lantai keramik artistik 10 x 10 cm
13.8.1 Bahan
BIDANG BANGUNAN
1.000 m2 Ubin keramik artistik 10 x 10 cm @ Rp - = Rp -
11.380 Kg Semen portland @ Rp 984.00 = Rp 11,197.92
0.042 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,887.50
2.000 Kg Semen warna @ Rp 2,875.00 = Rp 5,750.00
Jumlah (1) = Rp 19,835.42
13.8.2 Tenaga
0.620 Org Pekerja @ Rp 30,000.00 = Rp 18,600.00
0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00
0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 33,362.50
Jumlah (1) + (2) = Rp 53,197.92
13.9 1 m' Pasang plint keramik artistik 10 x 20 cm
13.9.1 Bahan
1.00 M' Plint keramik artistik 10 x 20 cm @ Rp 43,120.00 = Rp 43,120.00
1.65 Kg Semen portland @ Rp 984.00 = Rp 1,623.60
0.0032 M³ Pasir pasang @ Rp 68,750.00 = Rp 220.00
0.100 Kg Semen warna @ Rp 2,875.00 = Rp 287.50
Jumlah (1) = Rp -
13.9.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.0045 Org Mandor @ Rp 40,000.00 = Rp 180.00
Jumlah (2) = Rp 6,367.50
Jumlah (1) + (2) = Rp 6,367.50
13.10 1 m' Pasang plint keramik artistik 10 x 10 cm
13.10.1 Bahan
1.00 M' Plint keramik artistik 10 x 10 cm @ Rp - = Rp -
1.650 Kg Semen portland @ Rp 984.00 = Rp 1,623.60
0.0032 M³ Pasir pasang @ Rp 68,750.00 = Rp 220.00
0.120 Kg Semen warna @ Rp 2,875.00 = Rp 345.00
Jumlah (1) = Rp -
13.10.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.0045 Org Mandor @ Rp 40,000.00 = Rp 180.00
Jumlah (2) = Rp 6,367.50
Jumlah (1) + (2) = Rp 6,367.50
13.11 1 m' Pasang plint keramik artistik 5 x 20 cm
13.11.1 Bahan
1.00 M' Plint keramik artistik 5 x 20 cm @ Rp 43,120.00 = Rp 43,120.00
0.850 Kg Semen portland @ Rp 984.00 = Rp 836.40
0.0022 M³ Pasir pasang @ Rp 68,750.00 = Rp 151.25
0.080 Kg Semen warna @ Rp 2,875.00 = Rp 230.00
Jumlah (1) = Rp -
13.11.2 Tenaga
0.090 Org Pekerja @ Rp 30,000.00 = Rp 2,700.00
0.090 Org Tukang batu @ Rp 35,000.00 = Rp 3,150.00
BIDANG BANGUNAN
0.009 Org Kepala tukang @ Rp 37,500.00 = Rp 337.50
0.0045 Org Mandor @ Rp 40,000.00 = Rp 180.00
Jumlah (2) = Rp 6,367.50
Jumlah (1) + (2) = Rp 6,367.50
13.13 1 m² Pasang lantai keramik 15 x 15 cm
13.13.1 Bahan
1.000 m2 Ubin keramik 15 x 15 cm @ Rp 49,500.00 = Rp 49,500.00
11.380 Kg Semen portland @ Rp 984.00 = Rp 11,197.92
0.042 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,887.50
1.500 Kg Semen warna @ Rp 2,875.00 = Rp 4,312.50
Jumlah (1) = Rp 67,897.92
13.13.2 Tenaga
0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00
0.180 Org Tukang batu @ Rp 35,000.00 = Rp 6,300.00
0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 13,312.50
Jumlah (1) + (2) = Rp 81,210.42
13.15 1 m² Pasang lantai keramik 25 x 25 cm
13.15.1 Bahan
1.000 m2 Ubin keramik 25 x 25 cm @ Rp 49,500.00 = Rp 49,500.00
11.380 Kg Semen portland @ Rp 984.00 = Rp 11,197.92
0.0420 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,887.50
1.500 Kg Semen warna @ Rp 2,875.00 = Rp 4,312.50
Jumlah (1) = Rp -
13.15.2 Tenaga
0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00
0.165 Org Tukang batu @ Rp 35,000.00 = Rp 5,775.00
0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 12,787.50
Jumlah (1) + (2) = Rp 12,787.50
13.16 1 m² Pasang lantai keramik 15 x 20 cm
13.16.1 Bahan
1.00 m2 Ubin keramik 15 x 20 cm @ Rp 49,500.00 = Rp 49,500.00
11.380 Kg Semen portland @ Rp 984.00 = Rp 11,197.92
0.042 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,887.50
1.500 Kg Semen warna @ Rp 2,875.00 = Rp 4,312.50
Jumlah (1) = Rp 67,897.92
13.16.2 Tenaga
0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00
0.180 Org Tukang batu @ Rp 35,000.00 = Rp 6,300.00
0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 13,312.50
Jumlah (1) + (2) = Rp 81,210.42
13.17 1 m² Pasang lantai keramik 30 x 30 cm ( Polos )
13.17.1 Bahan
1.000 m2 Ubin keramik 30 x 30 cm @ Rp 48,000.00 = Rp 48,000.00
11.380 Kg Semen portland @ Rp 984.00 = Rp 11,197.92
0.042 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,887.50
1.500 Kg Semen warna @ Rp 2,875.00 = Rp 4,312.50
Jumlah (1) = Rp 66,397.92
13.17.1 Tenaga
BIDANG BANGUNAN
0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00
0.160 Org Tukang batu @ Rp 35,000.00 = Rp 5,600.00
0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00
Jumlah (2) = Rp 12,612.50
Jumlah (1) + (2) = Rp 79,010.42
13.18 1 m² Pasang lantai mosaik 30 x 30 cm, Motif
13.18.1 Bahan
1.000 m2 Mosaik 30 x 30 cm @ Rp 92,400.00 = Rp 92,400.00
14.150 Kg Semen portland @ Rp 984.00 = Rp 13,923.60
0.039 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,681.25
2.000 Kg Semen warna @ Rp 2,875.00 = Rp 5,750.00
Jumlah (1) = Rp 114,754.85
13.18.2 Tenaga
0.620 Org Pekerja @ Rp 30,000.00 = Rp 18,600.00
0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00
BIDANG BANGUNAN
8. ANALISA BIAYA KONSTRUKSI PEKERJAAN LANGIT - LANGIT
8.1 1 m² Langit - langit asbes semen , tebal 4 mm, 5 mm, 6 mm8.1.1 Bahan
1.100 m2 Pelat asbes tebal 3,5 mm @ Rp 7,475.00 = Rp 8,222.50
0.010 Kg Paku @ Rp 14,950.00 = Rp 149.50 Jumlah (1) = Rp 8,372.00
8.1.2 Tenaga0.030 Org Pekerja @ Rp 30,000.00 = Rp 900.00 0.070 Org Tukang kayu @ Rp 35,000.00 = Rp 2,450.00 0.007 Org Kepala tukang @ Rp 37,500.00 = Rp 262.50
0.002 Org Mandor @ Rp 40,000.00 = Rp 80.00 Jumlah (2) = Rp 3,692.50
Jumlah (1) + (2) = Rp 12,064.50
8.1 1 m² Langit - langit akustik ukuran ( 30 x 30 ) cm8.1.1 Bahan
12.000 Lbr Akustik @ = Rp -
0.050 Kg Paku tripleks @ Rp 14,950.00 = Rp 747.50 Jumlah (1) = Rp 747.50
8.1.2 Tenaga0.060 Org Pekerja @ Rp 30,000.00 = Rp 1,800.00 0.120 Org Tukang kayu @ Rp 35,000.00 = Rp 4,200.00 0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00 Jumlah (2) = Rp 6,570.00
Jumlah (1) + (2) = Rp 7,317.50
1 m² Langit - langit akustik ukuran ( 30 x 60 ) cm8.1.1 Bahan
5.800 Lbr Akustik @ = Rp -
0.050 Kg Paku tripleks @ Rp 14,950.00 = Rp 747.50 Jumlah (1) = Rp 747.50
8.1.2 Tenaga0.060 Org Pekerja @ Rp 30,000.00 = Rp 1,800.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00 Jumlah (2) = Rp 5,795.00
Jumlah (1) + (2) = Rp 6,542.50
1 m² Langit - langit akustik ukuran ( 60 x 120 ) cm8.1.1 Bahan
1.500 Lbr Akustik @ = Rp -
0.050 Kg Paku tripleks @ Rp 14,950.00 = Rp 747.50 Jumlah (1) = Rp 747.50
8.1.2 Tenaga0.060 Org Pekerja @ Rp 30,000.00 = Rp 1,800.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00 Jumlah (2) = Rp 5,795.00
Jumlah (1) + (2) = Rp 6,542.50
8.1 1 m² Memasang Langit - langit tripleks ukuran ( 120 x 240 ) cm, tebal 3 mm8.1.1 Bahan
0.375 Lbr Tripleks @ Rp 56,705.00 = Rp 21,264.38
0.030 Kg Paku tripleks @ Rp 14,950.00 = Rp 448.50 Jumlah (1) = Rp 21,712.88
8.1.2 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.004 Org Mandor @ Rp 40,000.00 = Rp 160.00 Jumlah (2) = Rp 6,135.00
Jumlah (1) + (2) = Rp 27,847.88
8.1 1 m² Memasang Langit - langit tripleks ukuran ( 120 x 240 ) cm, tebal 4 mm8.1.1 Bahan
0.375 Lbr Tripleks @ Rp 56,705.00 = Rp 21,264.38
BIDANG BANGUNAN
0.030 Kg Paku tripleks @ Rp 14,950.00 = Rp 448.50 Jumlah (1) = Rp 21,712.88
8.1.2 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.004 Org Mandor @ Rp 40,000.00 = Rp 160.00 Jumlah (2) = Rp 6,135.00
Jumlah (1) + (2) = Rp 27,847.88
8.1 1 m² Memasang Langit - langit tripleks ukuran ( 120 x 240 ) cm, tebal 6 mm8.1.1 Bahan
0.375 Lbr Tripleks @ Rp 56,705.00 = Rp 21,264.38
0.030 Kg Paku tripleks @ Rp 14,950.00 = Rp 448.50 Jumlah (1) = Rp 21,712.88
8.1.2 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.004 Org Mandor @ Rp 40,000.00 = Rp 160.00 Jumlah (2) = Rp 6,135.00
Jumlah (1) + (2) = Rp 27,847.88
8.1 1 m² Memasang Langit - langit lambriziring kayu, tebal 9 mm8.1.1 Bahan
0.015 m3 Kayu papan @ = Rp -
0.010 Kg Paku tripleks @ Rp 14,950.00 = Rp 149.50 Jumlah (1) = Rp 149.50
8.1.2 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 0.800 Org Tukang kayu @ Rp 35,000.00 = Rp 28,000.00 0.080 Org Kepala tukang @ Rp 37,500.00 = Rp 3,000.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 50,200.00
Jumlah (1) + (2) = Rp 50,349.50
8.1 1 m² Memasang Langit - langit akustik ukuran ( 60 x 120 ) cm+ rangka alluminium8.1.1 Bahan
3.600 m' Profil Aluminium " T " @ = Rp - 0.150 Kg Kawat diameter 4 mm @ = Rp - 1.050 bh Ramset @ = Rp -
1.500 Lbr Akustik ukuran 60 cm x 120 cm @ = Rp - Jumlah (1) = Rp -
8.1.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.500 Org Tukang kayu @ Rp 35,000.00 = Rp 17,500.00 0.050 Org Kepala tukang @ Rp 37,500.00 = Rp 1,875.00
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00 Jumlah (2) = Rp 24,195.00
Jumlah (1) + (2) = Rp 24,195.00
BIDANG BANGUNAN
8.2 1 m² Langit - langit plywood (30 x 60) cm, tebal 6 mm8.2.1 Bahan
0.360 Lbr Plywood 4' x 8' x 6 mm @ Rp 125,350.00 = Rp 45,126.00
0.030 Kg Paku @ Rp 14,950.00 = Rp 448.50 Jumlah (1) = Rp 45,574.50
8.2.2 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0035 Org Mandor @ Rp 40,000.00 = Rp 140.00 Jumlah (2) = Rp 6,115.00
Jumlah (1) + (2) = Rp 51,689.50
8.3 1 m² Langit - langit plywood (60 x 120) cm, tebal 4 mm8.3.1 Bahan
0.375 Lbr Plywood 4' x 8' x 4 mm @ Rp 63,250.00 = Rp 23,718.75
0.030 Kg Paku @ Rp 14,950.00 = Rp 448.50 Jumlah (1) = Rp 24,167.25
8.3.2 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0035 Org Mandor @ Rp 40,000.00 = Rp 140.00 Jumlah (2) = Rp 6,115.00
Jumlah (1) + (2) = Rp 30,282.25
8.4 1 m² Langit - langit plywood (60 x 120) cm, tebal 6 mm8.4.1 Bahan
0.375 Lbr Plywood 4' x 8' x 6 mm @ Rp 125,350.00 = Rp 47,006.25
0.030 Kg Paku @ Rp 14,950.00 = Rp 448.50 Jumlah (1) = Rp 47,454.75
8.4.2 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0035 Org Mandor @ Rp 40,000.00 = Rp 140.00 Jumlah (2) = Rp 6,115.00
Jumlah (1) + (2) = Rp 53,569.75
BIDANG BANGUNAN
8.5 1 m² Langit - langit teakwood (30 x 60) cm, tebal 4 mm8.5.1 Bahan
0.360 Lbr Teakwood 4' x 8' x 4 mm @ Rp 42,000.00 = Rp 15,120.00
0.030 Kg Paku @ Rp 14,950.00 = Rp 448.50 Jumlah (1) = Rp 15,568.50
8.5.2 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0035 Org Mandor @ Rp 40,000.00 = Rp 140.00 Jumlah (2) = Rp 6,115.00
Jumlah (1) + (2) = Rp 21,683.50
8.6 1 m² Langit - langit teakwood (60 x 120) cm, tebal 4 mm8.6.1 Bahan
0.375 Lbr Teakwood 4' x 8' x 4 mm @ Rp 42,000.00 = Rp 15,750.00
0.030 Kg Paku @ Rp 14,950.00 = Rp 448.50 Jumlah (1) = Rp 16,198.50
8.6.2 Tenaga0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.0035 Org Mandor @ Rp 40,000.00 = Rp 140.00 Jumlah (2) = Rp 6,115.00
Jumlah (1) + (2) = Rp 22,313.50
8.7 1 m² Langit - langit soft board8.7.1 Bahan
0.350 Lbr Soft board 4' x 8' x 4 mm @ = Rp -
0.030 Kg Paku biasa @ Rp 14,950.00 = Rp 448.50 Jumlah (1) = Rp 448.50
8.7.2 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00 Jumlah (2) = Rp 21,995.00
Jumlah (1) + (2) = Rp 22,443.50
BIDANG BANGUNAN
8.8 1 m' List langit - langit kayu profil8.8.1 Bahan
1.050 M List kayu profil @ Rp 5,750.00 = Rp 6,037.50
0.010 Kg Paku @ Rp 14,950.00 = Rp 149.50 Jumlah (1) = Rp 6,187.00
8.8.2 Tenaga0.050 Org Pekerja @ Rp 30,000.00 = Rp 1,500.00 0.050 Org Tukang kayu @ Rp 35,000.00 = Rp 1,750.00 0.005 Org Kepala tukang @ Rp 37,500.00 = Rp 187.50
0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00 Jumlah (2) = Rp 3,557.50
Jumlah (1) + (2) = Rp 9,744.50
8.9 1 m² Langit - langit asbes (1,00 x 1,00)m, Tebal 4 mm, rangka Meranti8.9.1 Bahan
0.012 M³ Kayu meranti, balok @ Rp 2,772,000.00 = Rp 33,264.00 0.060 Kg Paku biasa @ Rp 14,950.00 = Rp 897.00
1.100 Lbr Asbes 1,00 x 1,00 m @ Rp 7,475.00 = Rp 8,222.50 Jumlah (1) = Rp 42,383.50
8.9.2 Tenaga0.180 Org Pekerja @ Rp 30,000.00 = Rp 5,400.00 0.320 Org Tukang kayu @ Rp 35,000.00 = Rp 11,200.00 0.032 Org Kepala tukang @ Rp 37,500.00 = Rp 1,200.00
0.009 Org Mandor @ Rp 40,000.00 = Rp 360.00 Jumlah (2) = Rp 18,160.00
Jumlah (1) + (2) = Rp 60,543.50
8.10 1 m² Langit - langit plywood 4 mm + rangka kayu Meranti8.10.1 Bahan
0.023 M³ Kayu meranti balok @ Rp 2,772,000.00 = Rp 63,756.00 0.060 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 897.00
0.390 Lbr Plywood 4' x 8' x 4 mm @ Rp 63,250.00 = Rp 24,667.50 Jumlah (1) = Rp 89,320.50
8.10.2 Tenaga0.270 Org Pekerja @ Rp 30,000.00 = Rp 8,100.00 0.400 Org Tukang kayu @ Rp 35,000.00 = Rp 14,000.00 0.040 Org Kepala tukang @ Rp 37,500.00 = Rp 1,500.00
0.0135 Org Mandor @ Rp 40,000.00 = Rp 540.00 Jumlah (2) = Rp 24,140.00
Jumlah (1) + (2) = Rp 113,460.50
8.11 1 m² Langit - langit gypsum board, tebal 9 mm8.11.1 Bahan
0.364 Lbr Gypsum board (120 x 240 x 9) mm @ Rp 104,500.00 = Rp 38,038.00
0.110 Kg Paku / Paku skrup @ Rp 14,950.00 = Rp 1,644.50 Jumlah (1) = Rp 39,682.50
8.11.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.050 Org Tukang kayu @ Rp 35,000.00 = Rp 1,750.00 0.005 Org Kepala tukang @ Rp 37,500.00 = Rp 187.50
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 5,137.50
Jumlah (1) + (2) = Rp 44,820.00
8.12 1 m' List Gypsum8.12.1 Bahan
1.100 m List Gypsum @ Rp 16,500.00 = Rp 18,150.00
0.010 Kg Paku @ Rp 14,950.00 = Rp 149.50 Jumlah (1) = Rp 18,299.50
8.12.2 Tenaga0.030 Org Pekerja @ Rp 30,000.00 = Rp 900.00 0.030 Org Tukang kayu @ Rp 35,000.00 = Rp 1,050.00 0.005 Org Kepala tukang @ Rp 37,500.00 = Rp 187.50
0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00 Jumlah (2) = Rp 2,257.50
Jumlah (1) + (2) = Rp 20,557.00
8.13 1 m² Langit - langit gypsum board, tebal 9 mm + Rangka kayu meranti8.13.1 Bahan
0.364 Lbr Gypsum board (120 x 240 x 9) mm @ Rp 104,500.00 = Rp 38,038.00 0.170 Kg Paku / Paku skrup @ Rp 14,950.00 = Rp 2,541.50
BIDANG BANGUNAN
0.012 M³ Kayu meranti, balok @ Rp 2,772,000.00 = Rp 33,264.00 Jumlah (1) = Rp 73,843.50
8.13.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.150 Org Tukang kayu @ Rp 35,000.00 = Rp 5,250.00 0.030 Org Kepala tukang @ Rp 37,500.00 = Rp 1,125.00
0.020 Org Mandor @ Rp 40,000.00 = Rp 800.00 Jumlah (2) = Rp 13,175.00
Jumlah (1) + (2) = Rp 87,018.50
8.14 1 m² Langit - langit gypsum board, tebal 9 mm + Rangka Metalfuring8.14.1 Bahan
0.364 Lbr Gypsum board (120 x 240 x 9) mm @ Rp 104,500.00 = Rp 38,038.00 1.000 m2 Metalfuring @ Rp 30,000.00 = Rp 30,000.00
20.000 % Accessories = Rp 6,000.00 Jumlah (1) = Rp 74,038.00
8.14.2 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 0.300 Org Tukang kayu @ Rp 35,000.00 = Rp 10,500.00 0.030 Org Kepala tukang @ Rp 37,500.00 = Rp 1,125.00
0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00 Jumlah (2) = Rp 32,825.00
Jumlah (1) + (2) = Rp 106,863.00
BIDANG BANGUNAN
6. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP ATAP
6.1 1 m² Pasang Genteng pelentong kecil6.1.1 Bahan
25.000 Bh Genteng pelentong @ = Rp - Jumlah (1) = Rp -
6.1.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.075 Org Tukang kayu @ Rp 35,000.00 = Rp 2,625.00 0.008 Org Kepala tukang @ Rp 37,500.00 = Rp 300.00
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00 Jumlah (2) = Rp 7,745.00
Jumlah (1) + (2) = Rp 7,745.00
6.1 1 m² Pasang Genting lokal model Karangpilang ( Kodok )6.1.1 Bahan
25.000 Bh Genteng kodok @ Rp 1,093.00 = Rp 27,325.00 Jumlah (1) = Rp 27,325.00
6.1.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.075 Org Tukang kayu @ Rp 35,000.00 = Rp 2,625.00 0.008 Org Kepala tukang @ Rp 37,500.00 = Rp 300.00
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00 Jumlah (2) = Rp 7,745.00
Jumlah (1) + (2) = Rp 35,070.00
6.1 1 m² Pasang Genteng pelentong / super6.1.1 Bahan
12.000 Bh Genteng pelentong super @ Rp - = Rp - Jumlah (1) = Rp -
6.1.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.060 Org Tukang kayu @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00 Jumlah (2) = Rp 7,145.00
Jumlah (1) + (2) = Rp 7,145.00
6.2 1 m² Pasang genteng Karang Pilang 6.2.1 Bahan
23.000 Bh Genteng Karang Pilang ( Bambe ) @ Rp 2,760.00 = Rp 63,480.00 Jumlah (1) = Rp 63,480.00
6.2.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.060 Org Tukang kayu @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00 Jumlah (2) = Rp 7,145.00
Jumlah (1) + (2) = Rp 70,625.00
6.3 1 m² Pasang genteng Keramik / Glazzur
BIDANG BANGUNAN
6.3.1 Bahan
14.000 Bh Genting keramik @ Rp 9,350.00 = Rp 130,900.00 Jumlah (1) = Rp 130,900.00
6.3.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.060 Org Tukang kayu @ Rp 35,000.00 = Rp 2,100.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00
0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00 Jumlah (2) = Rp 7,145.00
Jumlah (1) + (2) = Rp 138,045.00
6.4 1 m' Pasang Bubungan lokal model Karangpilang ( Kodok )6.4.1 Bahan
5.000 Bh Genteng bubung lokal model Kr.Pilang @ Rp 6,160.00 = Rp 30,800.00 8.000 Kg Semen portland @ Rp 984.00 = Rp 7,872.00
0.032 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,200.00 Jumlah (1) = Rp 40,872.00
6.4.2 Tenaga0.400 Org Pekerja @ Rp 30,000.00 = Rp 12,000.00 0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.002 Org Mandor @ Rp 40,000.00 = Rp 80.00 Jumlah (2) = Rp 19,830.00
Jumlah (1) + (2) = Rp 60,702.00
BIDANG BANGUNAN
5. ANALISA BIAYA KONSTRUKSI PEKERJAAN KAYU
5.1. Membuat dan memasang 1 m³ kusen pintu dan kusen jendela kayu jati 5.1.1 Bahan
1.100 M³ Balok kayu jati @ Rp 11,088,000.00 = Rp 12,196,800.00 1.250 Kg Paku 10 cm @ Rp 14,950.00 = Rp 18,687.50
1.000 Kg Lem kayu @ Rp 10,350.00 = Rp 10,350.00 Jumlah (1) = Rp 12,225,837.50
5.1.2. Tenaga6.000 Org Pekerja @ Rp 30,000.00 = Rp 180,000.00
20.000 Org Tukang kayu @ Rp 35,000.00 = Rp 700,000.00 2.000 Org Kepala tukang @ Rp 37,500.00 = Rp 75,000.00
0.300 Org Mandor @ Rp 40,000.00 = Rp 12,000.00 Jumlah (2) = Rp 967,000.00
Jumlah (1) + (2) = Rp 13,192,837.50
5.2. Membuat dan memasang 1 m³ kusen pintu dan kusen jendela kayu kamper 5.2.1 Bahan
1.200 M³ Kayu kamper, balok @ Rp 6,900,000.00 = Rp 8,280,000.00 1.250 Kg Paku 10 cm @ Rp 14,950.00 = Rp 18,687.50
1.000 Kg Lem kayu @ Rp 10,350.00 = Rp 10,350.00 Jumlah (1) = Rp 8,309,037.50
5.2.2 Tenaga6.000 Org Pekerja @ Rp 30,000.00 = Rp 180,000.00
18.000 Org Tukang kayu @ Rp 35,000.00 = Rp 630,000.00 2.000 Org Kepala tukang @ Rp 37,500.00 = Rp 75,000.00
0.300 Org Mandor @ Rp 40,000.00 = Rp 12,000.00 Jumlah (2) = Rp 897,000.00
Jumlah (1) + (2) = Rp 9,206,037.50
5.3. Membuat dan memasang 1 m³ kusen pintu dan kusen jendela kayu merantiBahan
1.200 M³ Kayu meranti, balok @ Rp 2,772,000.00 = Rp 3,326,400.00 1.250 Kg Paku 10 cm @ Rp 14,950.00 = Rp 18,687.50
1.000 Kg Lem kayu @ Rp 10,350.00 = Rp 10,350.00 Jumlah (1) = Rp 3,355,437.50
5.3.2 Tenaga6.000 Org Pekerja @ Rp 30,000.00 = Rp 180,000.00
18.000 Org Tukang kayu @ Rp 35,000.00 = Rp 630,000.00 2.000 Org Kepala tukang @ Rp 37,500.00 = Rp 75,000.00
0.300 Org Mandor @ Rp 40,000.00 = Rp 12,000.00 Jumlah (2) = Rp 897,000.00
Jumlah (1) + (2) = Rp 4,252,437.50
5.4. 1 m² Pasang pintu klamp standar, kayu kamper5.4.1 Bahan
0.040 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 275,000.00
0.050 Kg Paku biasa 5 - 7 cm @ Rp 14,950.00 = Rp 747.50 Jumlah (1) = Rp 275,747.50
5.4.2 Tenaga0.350 Org Pekerja @ Rp 30,000.00 = Rp 10,500.00 1.050 Org Tukang kayu @ Rp 35,000.00 = Rp 36,750.00 0.105 Org Kepala tukang @ Rp 37,500.00 = Rp 3,937.50
0.018 Org Mandor @ Rp 40,000.00 = Rp 720.00 Jumlah (2) = Rp 51,907.50
Jumlah (1) + (2) = Rp 327,655.00
5.5. 1 m² Pasang pintu klamp standar, kayu meranti
BIDANG BANGUNAN
5.5.1 Bahan0.040 M³ Kayu meranti, papan @ Rp 2,882,000.00 = Rp 115,280.00
0.050 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 747.50 Jumlah (1) = Rp 116,027.50
5.5.2 Tenaga0.350 Org Pekerja @ Rp 30,000.00 = Rp 10,500.00 1.050 Org Tukang kayu @ Rp 35,000.00 = Rp 36,750.00 0.105 Org Kepala tukang @ Rp 37,500.00 = Rp 3,937.50
0.018 Org Mandor @ Rp 40,000.00 = Rp 720.00 Jumlah (2) = Rp 51,907.50
Jumlah (1) + (2) = Rp 167,935.00
5.6 Membuat dan memasang 1 m² daun pintu panel kayu jati 5.6.1 Bahan
0.040 M³ Kayu jati, papan @ Rp 12,320,000.00 = Rp 492,800.00
0.500 Kg Lem kayu @ Rp 10,350.00 = Rp 5,175.00 Jumlah (1) = Rp 497,975.00
5.6.2 Tenaga1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 2.500 Org Tukang kayu @ Rp 35,000.00 = Rp 87,500.00 0.250 Org Kepala tukang @ Rp 37,500.00 = Rp 9,375.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah (2) = Rp 128,875.00
Jumlah (1) + (2) = Rp 626,850.00
5.7. Membuat dan memasang 1 m² daun pintu panel kayu kamper 5.7.1 Bahan
0.040 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 275,000.00
0.500 Kg Lem kayu @ Rp 10,350.00 = Rp 5,175.00 Jumlah (1) = Rp 280,175.00
5.7.2 Tenaga1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 2.500 Org Tukang kayu @ Rp 35,000.00 = Rp 87,500.00 0.250 Org Kepala tukang @ Rp 37,500.00 = Rp 9,375.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah (2) = Rp 128,875.00
Jumlah (1) + (2) = Rp 409,050.00
5.7. Membuat dan memasang 1 m² daun pintu panel kayu meranti5.7.1 Bahan
0.040 M³ Kayu meranti, papan @ Rp 2,882,000.00 = Rp 115,280.00
0.500 Kg Lem kayu @ Rp 10,350.00 = Rp 5,175.00 Jumlah (1) = Rp 120,455.00
5.7.2 Tenaga1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 2.500 Org Tukang kayu @ Rp 35,000.00 = Rp 87,500.00 0.250 Org Kepala tukang @ Rp 37,500.00 = Rp 9,375.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah (2) = Rp 128,875.00
Jumlah (1) + (2) = Rp 249,330.00
5.8. Membuat dan memasang 1 m² pintu dan jendela kaca, kayu jati 5.8.1 Bahan
0.024 M³ Kayu jati, papan @ Rp 12,320,000.00 = Rp 295,680.00
0.300 Kg Lem kayu @ Rp 10,350.00 = Rp 3,105.00 Jumlah (1) = Rp 298,785.00
5.8.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00
BIDANG BANGUNAN
0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 103,100.00
Jumlah (1) + (2) = Rp 401,885.00
5.9. Membuat dan memasang 1 m² pintu dan jendela kaca, kayu kamper 5.9.1 Bahan
0.024 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 165,000.00
0.300 Kg Lem kayu @ Rp 10,350.00 = Rp 3,105.00 Jumlah (1) = Rp 168,105.00
5.9.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 103,100.00
Jumlah (1) + (2) = Rp 271,205.00
5.10 Membuat dan memasang 1 m² pintu dan jendela kaca, kayu meranti5.10.1 Bahan
0.024 M³ Kayu meranti, papan @ Rp 2,882,000.00 = Rp 69,168.00
0.300 Kg Lem kayu @ Rp 10,350.00 = Rp 3,105.00 Jumlah (1) = Rp 72,273.00
5.10.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 103,100.00
Jumlah (1) + (2) = Rp 175,373.00
5.11 Membuat dan memasang 1 m² pintu dan jendela jalusi kayu jati 5.11.1 Bahan
0.064 M³ Kayu jati, papan @ Rp 12,320,000.00 = Rp 788,480.00
0.500 Kg Lem kayu @ Rp 10,350.00 = Rp 5,175.00 Jumlah (1) = Rp 793,655.00
5.11.2 Tenaga1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 3.000 Org Tukang kayu @ Rp 35,000.00 = Rp 105,000.00 0.300 Org Kepala tukang @ Rp 37,500.00 = Rp 11,250.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah (2) = Rp 148,250.00
Jumlah (1) + (2) = Rp 941,905.00
5.12 Membuat dan memasang 1 m² pintu dan jendela jalusi kayu kamper5.12.1 Bahan
0.064 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 440,000.00
0.500 Kg Lem kayu @ Rp 10,350.00 = Rp 5,175.00 Jumlah (1) = Rp 445,175.00
5.12.2 Tenaga1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 3.000 Org Tukang kayu @ Rp 35,000.00 = Rp 105,000.00 0.300 Org Kepala tukang @ Rp 37,500.00 = Rp 11,250.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah (2) = Rp 148,250.00
Jumlah (1) + (2) = Rp 593,425.00
5.14 1 m² Pasang daun pintu plywood rangkap, rangka tertutup kayu kamper5.14.1 Bahan
BIDANG BANGUNAN
0.025 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 171,875.00 0.030 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 448.50 0.500 Lt Lem kayu @ Rp 10,350.00 = Rp 5,175.00
1.000 Lbr Plywood tebal 4 mm ukr.(90x220) cm @ Rp 57,805.00 = Rp 57,805.00 Jumlah (1) = Rp 235,303.50
5.14.2 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 96,700.00
Jumlah (1) + (2) = Rp 332,003.50
5.17 1 m² Pasang daun pintu plywood rangkap, rangka tertutup kayu meranti5.17.1 Bahan
0.0250 M³ Kayu meranti, papan @ Rp 2,882,000.00 = Rp 72,050.00 0.030 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 448.50 0.500 Lt Lem kayu @ Rp 10,350.00 = Rp 5,175.00
1.000 Lbr Plywood tebal 4 mm ukr.(90x220) cm @ Rp 57,805.00 = Rp 57,805.00 Jumlah (1) = Rp 135,478.50
5.17.2 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 96,700.00
Jumlah (1) + (2) = Rp 232,178.50
5.17 1 m² Pasang daun pintu plywood rangkap, rangka ekspose kayu jati5.17.1 Bahan
0.0256 M³ Kayu jati, papan @ Rp 12,320,000.00 = Rp 315,392.00 0.030 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 448.50 0.500 Kg Lem kayu @ Rp 10,350.00 = Rp 5,175.00
1.000 Lbr Plywood tebal 4 mm ukr.(90x220) cm @ Rp 57,805.00 = Rp 57,805.00 Jumlah (1) = Rp 378,820.50
5.17.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 103,100.00
Jumlah (1) + (2) = Rp 481,920.50
5.17 1 m² Pasang daun pintu plywood rangkap, rangka ekspose kayu kamper5.17.1 Bahan
0.0256 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 176,000.00 0.030 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 448.50 0.500 Kg Lem kayu @ Rp 10,350.00 = Rp 5,175.00
1.000 Lbr Plywood tebal 4 mm ukr.(90x220) cm @ Rp 57,805.00 = Rp 57,805.00 Jumlah (1) = Rp 239,428.50
5.17.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 103,100.00
Jumlah (1) + (2) = Rp 342,528.50
5.15 1 m² Pasang jalusi mati kusen kayu jati
BIDANG BANGUNAN
5.15.1 Bahan0.060 M³ Kayu jati, papan @ Rp 12,320,000.00 = Rp 739,200.00
0.150 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 2,242.50 Jumlah (1) = Rp 741,442.50
5.15.2 Tenaga0.500 Org Pekerja @ Rp 30,000.00 = Rp 15,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.025 Org Mandor @ Rp 40,000.00 = Rp 1,000.00 Jumlah (2) = Rp 93,500.00
Jumlah (1) + (2) = Rp 834,942.50
5.16. 1 m² Pasang jalusi mati kayu kamper5.16.1 Bahan
0.060 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 412,500.00
0.150 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 2,242.50 Jumlah (1) = Rp 414,742.50
5.16.2 Tenaga0.500 Org Pekerja @ Rp 30,000.00 = Rp 15,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.025 Org Mandor @ Rp 40,000.00 = Rp 1,000.00 Jumlah (2) = Rp 93,500.00
Jumlah (1) + (2) = Rp 508,242.50
Memasang 1 m2 Teakwood rangkap, rangka expose kayu jati5.18.1 Bahan
0.030 M³ Kayu jati, papan @ Rp 12,320,000.00 = Rp 369,600.00 0.030 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 448.50 0.300 Kg Lem kayu @ Rp 10,350.00 = Rp 3,105.00
1.000 Lbr Teakwood 4mm ukuran (90x220)cm @ Rp 72,600.00 = Rp 72,600.00 Jumlah (1) = Rp 445,753.50
5.18.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 103,100.00
Jumlah (1) + (2) = Rp 548,853.50
Memasang 1 m2 Teakwood rangkap, rangka kayu meranti5.18.1 Bahan
0.0300 M³ Kayu meranti, papan @ Rp 2,882,000.00 = Rp 86,460.00 0.030 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 448.50 0.300 Kg Lem kayu @ Rp 10,350.00 = Rp 3,105.00
1.000 Lbr Teakwood 4mm ukuran (90x220)cm @ Rp 72,600.00 = Rp 72,600.00 Jumlah (1) = Rp 162,613.50
5.18.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 103,100.00
Jumlah (1) + (2) = Rp 265,713.50
Memasang 1 m2 Teakwood rangkap, rangka kayu kamper5.18.1 Bahan
0.0300 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 206,250.00 0.030 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 448.50
BIDANG BANGUNAN
0.300 Kg Lem kayu @ Rp 10,350.00 = Rp 3,105.00
1.000 Lbr Teakwood 4mm ukuran (90x220)cm @ Rp 72,600.00 = Rp 72,600.00 Jumlah (1) = Rp 282,403.50
5.18.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 103,100.00
Jumlah (1) + (2) = Rp 385,503.50
5.18 1 m² Pasang pintu teakwood rangkap, rangka kayu jati5.18.1 Bahan
0.0196 M³ Kayu jati, papan @ Rp 12,320,000.00 = Rp 241,472.00 0.300 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 4,485.00 0.300 Lt Lem kayu @ Rp 10,350.00 = Rp 3,105.00
1.000 Lbr Teakwood 4' x 8' x 4 mm @ Rp 72,600.00 = Rp 72,600.00 Jumlah (1) = Rp 321,662.00
5.18.2 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 96,700.00
Jumlah (1) + (2) = Rp 418,362.00
5.19 1 m² Pasang pintu teakwood rangkap, rangka kayu kamper5.19.1 Bahan
0.0196 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 134,750.00 0.300 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 4,485.00 0.300 Lt Lem kayu @ Rp 10,350.00 = Rp 3,105.00
1.000 Lbr Teakwood 4' x 8' x 4 mm @ Rp 72,600.00 = Rp 72,600.00 Jumlah (1) = Rp 214,940.00
5.19.2 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 96,700.00
Jumlah (1) + (2) = Rp 311,640.00
5.21 1 m² Pasang pintu teakwood lapis formika, rangka expose kayu kamper 5.21.1 Bahan
0.025 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 171,875.00 0.030 Kg Paku 1 cm - 2.5 cm @ Rp 14,950.00 = Rp 448.50 0.800 Kg Lem kayu @ Rp 10,350.00 = Rp 8,280.00 1.000 Lbr Teakwood 4 mm (90x220) cm @ Rp 72,600.00 = Rp 72,600.00
0.500 Lbr Formica @ Rp 135,520.00 = Rp 67,760.00 Jumlah (1) = Rp 320,963.50
5.21.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.500 Org Tukang kayu @ Rp 35,000.00 = Rp 87,500.00 0.250 Org Kepala tukang @ Rp 37,500.00 = Rp 9,375.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 122,475.00
Jumlah (1) + (2) = Rp 443,438.50
5.20 1 m2 Pasang pintu plywood & formika, rangka kayu jati5.20.1 Bahan
BIDANG BANGUNAN
0.0196 M³ Kayu jati, papan @ Rp 12,320,000.00 = Rp 241,472.00 0.300 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 4,485.00 0.800 Kg Lem kayu @ Rp 10,350.00 = Rp 8,280.00 1.000 Lbr Playwood 4' x 8' x 4 mm @ Rp 72,600.00 = Rp 72,600.00
0.500 Lbr Formica @ Rp 135,520.00 = Rp 67,760.00 Jumlah (1) = Rp 394,597.00
5.20.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.500 Org Tukang kayu @ Rp 35,000.00 = Rp 87,500.00 0.250 Org Kepala tukang @ Rp 37,500.00 = Rp 9,375.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 122,475.00
Jumlah (1) + (2) = Rp 517,072.00
5.21 1 m² Pasang pintu teakwood & formika, rangka kayu kamper5.21.1 Bahan
0.0250 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 171,875.00 0.030 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 448.50 0.800 Kg Lem kayu @ Rp 10,350.00 = Rp 8,280.00 1.000 Lbr Teakwood 4' x 8' x 4 mm @ Rp 72,600.00 = Rp 72,600.00
0.500 Lbr Formica @ Rp 135,520.00 = Rp 67,760.00 Jumlah (1) = Rp 320,963.50
5.21.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.500 Org Tukang kayu @ Rp 35,000.00 = Rp 87,500.00 0.250 Org Kepala tukang @ Rp 37,500.00 = Rp 9,375.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 122,475.00
Jumlah (1) + (2) = Rp 443,438.50
5.22 1 m2 Pasang pintu teakwood & formika, rangka kayu jati5.22.1 Bahan
0.0196 M³ Kayu jati, papan @ Rp 12,320,000.00 = Rp 241,472.00 0.300 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 4,485.00 0.800 Lt Lem kayu @ Rp 10,350.00 = Rp 8,280.00 0.500 Lbr Teakwood 4' x 8' x 4 mm @ Rp 72,600.00 = Rp 36,300.00
0.500 Lbr Formica @ Rp 135,520.00 = Rp 67,760.00 Jumlah (1) = Rp 358,297.00
5.22.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.500 Org Tukang kayu @ Rp 35,000.00 = Rp 87,500.00 0.250 Org Kepala tukang @ Rp 37,500.00 = Rp 9,375.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 122,475.00
Jumlah (1) + (2) = Rp 480,772.00
5.23 1 m² Pasang pintu teakwood & formika, rangka kayu kamper ( divernis )5.23.1 Bahan
0.0196 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 134,750.00 0.300 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 4,485.00 0.800 Lt Lem kayu @ Rp 10,350.00 = Rp 8,280.00 0.500 Lbr Teakwood 4' x 8' x 4 mm @ Rp 72,600.00 = Rp 36,300.00 0.500 Lt Vernis @ Rp 30,000.00 = Rp 15,000.00
0.500 Lbr Formica @ Rp 135,520.00 = Rp 67,760.00 Jumlah (1) = Rp 266,575.00
5.23.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 2.500 Org Tukang kayu @ Rp 35,000.00 = Rp 87,500.00 0.250 Org Kepala tukang @ Rp 37,500.00 = Rp 9,375.00
BIDANG BANGUNAN
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 122,475.00
Jumlah (1) + (2) = Rp 389,050.00
5.24 1 m2 Pasang pintu formika double, rangka kayu jati5.24.1 Bahan
0.0196 M³ Kayu jati, papan @ Rp 12,320,000.00 = Rp 241,472.00 0.300 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 4,485.00 1.200 Lt Lem kayu @ Rp 10,350.00 = Rp 12,420.00 1.000 Lbr Playwood 4' x 8' x 4 mm @ Rp 63,250.00 = Rp 63,250.00
BIDANG BANGUNAN
1.000 Lbr Formica @ Rp 135,520.00 = Rp 135,520.00 Jumlah (1) = Rp 457,147.00
5.24.2 Tenaga1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 2.600 Org Tukang kayu @ Rp 35,000.00 = Rp 91,000.00 0.260 Org Kepala tukang @ Rp 37,500.00 = Rp 9,750.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah (2) = Rp 132,750.00
Jumlah (1) + (2) = Rp 589,897.00
5.25 1 m² Pasang pintu formika double, rangka kayu kamper5.25.1 Bahan
0.0196 M³ Kayu kamper, papan @ Rp 6,875,000.00 = Rp 134,750.00 0.300 Kg Paku biasa ½" - 1" @ Rp 14,950.00 = Rp 4,485.00 1.200 Lt Lem kayu @ Rp 10,350.00 = Rp 12,420.00 1.000 Lbr Teakwood 4' x 8' x 4 mm @ Rp 72,600.00 = Rp 72,600.00
1.000 Lbr Formica @ Rp 135,520.00 = Rp 135,520.00 Jumlah (1) = Rp 359,775.00
5.25.2 Tenaga1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 2.600 Org Tukang kayu @ Rp 35,000.00 = Rp 91,000.00 0.260 Org Kepala tukang @ Rp 37,500.00 = Rp 9,750.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah (2) = Rp 132,750.00
Jumlah (1) + (2) = Rp 492,525.00
Memasang 1 m3 konstruksi kuda - kuda konvensional, bentang 6 m, kayu jati5.26.1 Bahan
1.100 M³ Balok kayu jati @ Rp 11,088,000.00 = Rp 12,196,800.00 15.000 Kg Besi strip tebal 5 mm @ Rp 10,925.00 = Rp 163,875.00
5.600 Kg Paku biasa 12 cm @ Rp 14,950.00 = Rp 83,720.00 Jumlah (1) = Rp 12,444,395.00
5.26.2 Tenaga4.000 Org Pekerja @ Rp 30,000.00 = Rp 120,000.00
12.000 Org Tukang kayu @ Rp 35,000.00 = Rp 420,000.00 1.200 Org Kepala tukang @ Rp 37,500.00 = Rp 45,000.00
0.200 Org Mandor @ Rp 40,000.00 = Rp 8,000.00 Jumlah (2) = Rp 593,000.00
Jumlah (1) + (2) = Rp 13,037,395.00
Memasang 1 m3 konstruksi kuda - kuda konvensional, bentang 6 m, kayu kamper5.26.1 Bahan
1.100 M³ Balok kayu kamper @ Rp 6,900,000.00 = Rp 7,590,000.00 15.000 Kg Besi strip tebal 5 mm @ Rp 10,925.00 = Rp 163,875.00
5.600 Kg Paku biasa 12 cm @ Rp 14,950.00 = Rp 83,720.00 Jumlah (1) = Rp 7,837,595.00
5.26.2 Tenaga4.000 Org Pekerja @ Rp 30,000.00 = Rp 120,000.00
12.000 Org Tukang kayu @ Rp 35,000.00 = Rp 420,000.00 1.200 Org Kepala tukang @ Rp 37,500.00 = Rp 45,000.00
0.200 Org Mandor @ Rp 40,000.00 = Rp 8,000.00 Jumlah (2) = Rp 593,000.00
Jumlah (1) + (2) = Rp 8,430,595.00
Memasang 1 m3 konstruksi kuda - kuda konvensional, bentang 6 m, kayu meranti5.26.1 Bahan
1.100 M³ Balok kayu meranti @ Rp 2,772,000.00 = Rp 3,049,200.00 15.000 Kg Besi strip tebal 5 mm @ Rp 10,925.00 = Rp 163,875.00
5.600 Kg Paku biasa 12 cm @ Rp 14,950.00 = Rp 83,720.00
BIDANG BANGUNAN
Jumlah (1) = Rp 3,296,795.00 5.26.2 Tenaga
4.000 Org Pekerja @ Rp 30,000.00 = Rp 120,000.00 12.000 Org Tukang kayu @ Rp 35,000.00 = Rp 420,000.00
1.200 Org Kepala tukang @ Rp 37,500.00 = Rp 45,000.00
0.200 Org Mandor @ Rp 40,000.00 = Rp 8,000.00 Jumlah (2) = Rp 593,000.00
Jumlah (1) + (2) = Rp 3,889,795.00
5.27 Memasang 1 m³ konstruksi kuda-kuda expose, kayu Jati5.27.1 Bahan
1.200 M³ Kayu jati, balok @ Rp 11,088,000.00 = Rp 13,305,600.00 15.000 Kg Besi strip tebal 5 mm @ Rp 10,925.00 = Rp 163,875.00
5.600 Kg Paku 12 cm @ Rp 14,950.00 = Rp 83,720.00 Jumlah (1) = Rp 13,553,195.00
5.27.2 Tenaga6.000 Org Pekerja @ Rp 30,000.00 = Rp 180,000.00
20.000 Org Tukang kayu @ Rp 35,000.00 = Rp 700,000.00 2.000 Org Kepala tukang @ Rp 37,500.00 = Rp 75,000.00
0.300 Org Mandor @ Rp 40,000.00 = Rp 12,000.00 Jumlah (2) = Rp 967,000.00
Jumlah (1) + (2) = Rp 14,520,195.00
Memasang 1 m³ konstruksi kuda-kuda expose, kayu kamper 5.27.1 Bahan
1.200 M³ Kayu kamper, balok @ Rp 6,900,000.00 = Rp 8,280,000.00 15.000 Kg Besi strip tebal 5 mm @ Rp 10,925.00 = Rp 163,875.00
5.600 Kg Paku 12 cm @ Rp 14,950.00 = Rp 83,720.00 Jumlah (1) = Rp 8,527,595.00
5.27.2 Tenaga6.000 Org Pekerja @ Rp 30,000.00 = Rp 180,000.00
20.000 Org Tukang kayu @ Rp 35,000.00 = Rp 700,000.00 2.000 Org Kepala tukang @ Rp 37,500.00 = Rp 75,000.00
0.300 Org Mandor @ Rp 40,000.00 = Rp 12,000.00 Jumlah (2) = Rp 967,000.00
Jumlah (1) + (2) = Rp 9,494,595.00
Memasang 1 m³ konstruksi kuda-kuda expose, kayu kruing5.27.1 Bahan
1.200 M³ Kayu kruing, balok @ Rp 4,025,000.00 = Rp 4,830,000.00 15.000 Kg Besi strip tebal 5 mm @ Rp 10,925.00 = Rp 163,875.00
5.600 Kg Paku 12 cm @ Rp 14,950.00 = Rp 83,720.00 Jumlah (1) = Rp 5,077,595.00
5.27.2 Tenaga6.000 Org Pekerja @ Rp 30,000.00 = Rp 180,000.00
20.000 Org Tukang kayu @ Rp 35,000.00 = Rp 700,000.00 2.000 Org Kepala tukang @ Rp 37,500.00 = Rp 75,000.00
0.300 Org Mandor @ Rp 40,000.00 = Rp 12,000.00 Jumlah (2) = Rp 967,000.00
Jumlah (1) + (2) = Rp 6,044,595.00
5.26 1 m3 Pasang konstruksi kuda - kuda kayu jati5.26.1 Bahan
1.100 M³ Kayu jati, balok @ Rp 11,088,000.00 = Rp 12,196,800.00 15.000 Kg Besi strip @ Rp 10,925.00 = Rp 163,875.00
0.800 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 11,960.00 Jumlah (1) = Rp 12,372,635.00
5.26.2 Tenaga4.000 Org Pekerja @ Rp 30,000.00 = Rp 120,000.00
BIDANG BANGUNAN
12.000 Org Tukang kayu @ Rp 35,000.00 = Rp 420,000.00 1.200 Org Kepala tukang @ Rp 37,500.00 = Rp 45,000.00
0.200 Org Mandor @ Rp 40,000.00 = Rp 8,000.00 Jumlah (2) = Rp 593,000.00
Jumlah (1) + (2) = Rp 12,965,635.00
5.27 1 m³ Pasang konstruksi kuda-kuda kayu kamper5.27.1 Bahan
1.100 M³ Kayu kamper, balok @ Rp 6,900,000.00 = Rp 7,590,000.00 15.000 Kg Besi strip @ Rp 10,925.00 = Rp 163,875.00
0.800 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 11,960.00 Jumlah (1) = Rp 7,765,835.00
5.27.2 Tenaga4.000 Org Pekerja @ Rp 30,000.00 = Rp 120,000.00
12.000 Org Tukang kayu @ Rp 35,000.00 = Rp 420,000.00 1.200 Org Kepala tukang @ Rp 37,500.00 = Rp 45,000.00
0.200 Org Mandor @ Rp 40,000.00 = Rp 8,000.00 Jumlah (2) = Rp 593,000.00
Jumlah (1) + (2) = Rp 8,358,835.00
5.28 1 m³ Pasang konstruksi kuda-kuda kayu meranti5.27.1 Bahan
1.100 M³ Kayu meranti, balok @ Rp 2,772,000.00 = Rp 3,049,200.00 15.000 Kg Besi strip @ Rp 10,925.00 = Rp 163,875.00
0.800 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 11,960.00 Jumlah (1) = Rp 3,225,035.00
5.27.2 Tenaga4.000 Org Pekerja @ Rp 30,000.00 = Rp 120,000.00
12.000 Org Tukang kayu @ Rp 35,000.00 = Rp 420,000.00 1.200 Org Kepala tukang @ Rp 37,500.00 = Rp 45,000.00
0.200 Org Mandor @ Rp 40,000.00 = Rp 8,000.00 Jumlah (2) = Rp 593,000.00
Jumlah (1) + (2) = Rp 3,818,035.00
5.27 1 m³ Pasang konstruksi kuda-kuda kayu kruing5.27.1 Bahan
1.100 M³ Kayu kruing, balok @ Rp 4,025,000.00 = Rp 4,427,500.00 15.000 Kg Besi strip @ Rp 10,925.00 = Rp 163,875.00
0.800 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 11,960.00 Jumlah (1) = Rp 4,603,335.00
5.27.2 Tenaga4.000 Org Pekerja @ Rp 30,000.00 = Rp 120,000.00
12.000 Org Tukang kayu @ Rp 35,000.00 = Rp 420,000.00 1.200 Org Kepala tukang @ Rp 37,500.00 = Rp 45,000.00
0.200 Org Mandor @ Rp 40,000.00 = Rp 8,000.00 Jumlah (2) = Rp 593,000.00
Jumlah (1) + (2) = Rp 5,196,335.00
5.27 Memasang 1 m³ konstruksi gording, kayu Kamper5.27.1 Bahan
1.100 M³ Balok kayu kamper @ Rp 6,900,000.00 = Rp 7,590,000.00 15.000 Kg Besi strip tebal 5 mm @ Rp 10,925.00 = Rp 163,875.00
3.000 Kg Paku 12 cm @ Rp 14,950.00 = Rp 44,850.00 Jumlah (1) = Rp 7,798,725.00
5.27.2 Tenaga2.400 Org Pekerja @ Rp 30,000.00 = Rp 72,000.00 7.200 Org Tukang kayu @ Rp 35,000.00 = Rp 252,000.00 0.720 Org Kepala tukang @ Rp 37,500.00 = Rp 27,000.00
0.120 Org Mandor @ Rp 40,000.00 = Rp 4,800.00
BIDANG BANGUNAN
Jumlah (2) = Rp 355,800.00 Jumlah (1) + (2) = Rp 8,154,525.00
5.275.27.1 Bahan
0.014 M³ Kaso-kaso ( 5x7 ) cm @ Rp 4,025,000.00 = Rp 56,350.00 0.036 M³ Reng ( 2x3 ) cm @ Rp 4,025,000.00 = Rp 144,900.00
0.250 Kg Paku 5 cm dan 10 cm @ Rp 14,950.00 = Rp 3,737.50 Jumlah (1) = Rp 204,987.50
5.27.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 7,075.00
Jumlah (1) + (2) = Rp 212,062.50
5.275.27.1 Bahan
0.014 M³ Kaso-kaso ( 5x7 ) cm @ Rp 4,025,000.00 = Rp 56,350.00 0.057 M³ Reng ( 3x4 ) cm @ Rp 4,025,000.00 = Rp 229,425.00
0.250 Kg Paku 5 cm dan 10 cm @ Rp 14,950.00 = Rp 3,737.50 Jumlah (1) = Rp 289,512.50
5.27.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 7,075.00
Jumlah (1) + (2) = Rp 296,587.50
5.30 1 m² Pasang kaso + reng genteng kodok kayu kamper5.30.1 Bahan
0.012 M³ Kayu kamper, balok @ Rp 6,900,000.00 = Rp 82,800.00
0.150 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 2,242.50 Jumlah (1) = Rp 85,042.50
5.30.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 7,075.00
Jumlah (1) + (2) = Rp 92,117.50
5.31 1 m² Pasang kaso + reng genteng kodok kayu borneo / Meranti5.31.1 Bahan
0.012 M³ Kayu meranti, balok @ Rp 2,772,000.00 = Rp 33,264.00
0.150 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 2,242.50 Jumlah (1) = Rp 35,506.50
5.31.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 7,075.00
Jumlah (1) + (2) = Rp 42,581.50
5.32 1 m² Pasang kaso + reng genteng kodok kayu Kruing5.32.1 Bahan
Memasang 1 m² rangka atap genteng keramik, ( kayu kruing )
Memasang 1 m² rangka atap genteng beton, ( kayu kruing )
BIDANG BANGUNAN
0.014 M³ Kayu Kruing @ Rp 4,025,000.00 = Rp 56,350.00
0.150 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 2,242.50 Jumlah (1) = Rp 58,592.50
5.32.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 7,075.00
Jumlah (1) + (2) = Rp 65,667.50
5.33 1 m² Pasang kaso + reng genteng beton kayu kruing5.33.1 Bahan
0.014 M³ Kayu kruing, balok @ Rp 4,025,000.00 = Rp 56,350.00
0.150 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 2,242.50 Jumlah (1) = Rp 58,592.50
5.33.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 7,075.00
Jumlah (1) + (2) = Rp 65,667.50
5.34 1 m² Pasang kaso + reng genteng beton kayu Meranti5.34.1 Bahan
0.014 M³ Kayu meranti, balok @ Rp 2,772,000.00 = Rp 38,808.00
0.150 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 2,242.50 Jumlah (1) = Rp 41,050.50
5.34.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 7,075.00
Jumlah (1) + (2) = Rp 48,125.50
5.35 1 m² Pasang kaso + reng atap sirap kayu kamper5.35.1 Bahan
0.165 M³ Kayu kamper, balok @ Rp 6,900,000.00 = Rp 1,138,500.00
0.200 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 2,990.00 Jumlah (1) = Rp 1,141,490.00
5.35.2 Tenaga0.120 Org Pekerja @ Rp 30,000.00 = Rp 3,600.00 0.120 Org Tukang kayu @ Rp 35,000.00 = Rp 4,200.00 0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.006 Org Mandor @ Rp 40,000.00 = Rp 240.00 Jumlah (2) = Rp 8,490.00
Jumlah (1) + (2) = Rp 1,149,980.00
5.36 1 m² Pasang kaso + reng atap sirap kayu Meranti5.36.1 Bahan
0.165 M³ Kayu meranti, balok @ Rp 2,772,000.00 = Rp 457,380.00
0.200 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 2,990.00 Jumlah (1) = Rp 460,370.00
5.36.2 Tenaga0.120 Org Pekerja @ Rp 30,000.00 = Rp 3,600.00
0.120 Org Tukang kayu @ Rp 35,000.00 = Rp 4,200.00 0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
BIDANG BANGUNAN
0.006 Org Mandor @ Rp 40,000.00 = Rp 240.00 Jumlah (2) = Rp 8,490.00
Jumlah (1) + (2) = Rp 468,860.00
5.37 1 m² Pasang rangka langit - langit ( 1.00 x 1.00 ) m, kayu meranti5.37.1 Bahan
0.012 M³ Kayu meranti, balok @ Rp 2,772,000.00 = Rp 33,264.00
0.100 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 1,495.00 Jumlah (1) = Rp 34,759.00
5.37.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00
0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.075 Org Mandor @ Rp 40,000.00 = Rp 3,000.00 Jumlah (2) = Rp 10,437.50
Jumlah (1) + (2) = Rp 45,196.50
5.37 1 m² Pasang rangka langit - langit ( 50 x 100 ) cm, (ex.kayu kamper)5.37.1 Bahan
0.0154 M³ Kaso-kaso 5/7 @ Rp 6,900,000.00 = Rp 106,260.00
0.200 Kg Paku 7 - 10 cm @ Rp 14,950.00 = Rp 2,990.00 Jumlah (1) = Rp 109,250.00
5.37.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.250 Org Tukang kayu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.075 Org Mandor @ Rp 40,000.00 = Rp 3,000.00 Jumlah (2) = Rp 17,187.50
Jumlah (1) + (2) = Rp 126,437.50
5.37 1 m² Pasang rangka langit - langit ( 50 x 100 ) cm, (ex.kayu kruing)5.37.1 Bahan
0.0154 M³ Kaso-kaso 5/7 @ Rp 4,025,000.00 = Rp 61,985.00
0.200 Kg Paku 7 - 10 cm @ Rp 14,950.00 = Rp 2,990.00 Jumlah (1) = Rp 64,975.00
5.37.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.250 Org Tukang kayu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.075 Org Mandor @ Rp 40,000.00 = Rp 3,000.00 Jumlah (2) = Rp 17,187.50
Jumlah (1) + (2) = Rp 82,162.50
1 m² Pasang rangka langit - langit ( 60 x 60 ) cm, kayu kamper5.37.1 Bahan
0.0163 M³ Kaso-kaso 5/7 balok kayu kamper @ Rp 6,900,000.00 = Rp 112,470.00
0.250 Kg Paku 7 - 10 cm @ Rp 14,950.00 = Rp 3,737.50 Jumlah (1) = Rp 116,207.50
5.37.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.300 Org Tukang kayu @ Rp 35,000.00 = Rp 10,500.00 0.030 Org Kepala tukang @ Rp 37,500.00 = Rp 1,125.00
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 18,025.00
Jumlah (1) + (2) = Rp 134,232.50
1 m² Pasang rangka langit - langit ( 60 x 60 ) cm, kayu kruing5.37.1 Bahan
0.0163 M³ Kaso-kaso 5/7 balok kayu kruing @ Rp 4,025,000.00 = Rp 65,607.50
BIDANG BANGUNAN
0.250 Kg Paku 7 - 10 cm @ Rp 14,950.00 = Rp 3,737.50 Jumlah (1) = Rp 69,345.00
5.37.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.300 Org Tukang kayu @ Rp 35,000.00 = Rp 10,500.00 0.030 Org Kepala tukang @ Rp 37,500.00 = Rp 1,125.00
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 18,025.00
Jumlah (1) + (2) = Rp 87,370.00
5.37 1 m² Pasang rangka metalfuring5.37.1 Bahan
1.000 m2 Metalfuring @ Rp 30,000.00 = Rp 30,000.00
20.000 % Accessories = Rp 6,000.00 Jumlah (1) = Rp 36,000.00
5.37.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.250 Org Tukang besi @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.075 Org Mandor @ Rp 40,000.00 = Rp 3,000.00 Jumlah (2) = Rp 17,187.50
Jumlah (1) + (2) = Rp 53,187.50
5.38 1 m² Pasang rangka langit-langit (1.00 x 1.00) m, kayu kamper5.38.1 Bahan
0.012 M³ Kayu kamper, balok @ Rp 6,900,000.00 = Rp 82,800.00
0.100 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 1,495.00 Jumlah (1) = Rp 84,295.00
5.38.2 Tenaga0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.075 Org Mandor @ Rp 40,000.00 = Rp 3,000.00
BIDANG BANGUNAN
7. ANALISA BIAYA KONSTRUKSI PEKERJAAN PLESTERAN
7.1 1 m² Plesteran 1 Pc : 1 Ps, tebal 15 mm7.1.1 Bahan
15.504 Kg Semen portland @ Rp 984.00 = Rp 15,255.94
0.016 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,100.00 Jumlah (1) = Rp 16,355.94
7.1.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.150 Org Tukang batu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 12,212.50
Jumlah (1) + (2) = Rp 28,568.44
7.1 1 m² Plesteran 1 Pc : 2 Ps, tebal 15 mm7.1.1 Bahan
10.224 Kg Semen portland @ Rp 984.00 = Rp 10,060.42
0.020 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,375.00 Jumlah (1) = Rp 11,435.42
7.1.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.150 Org Tukang batu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 12,212.50
Jumlah (1) + (2) = Rp 23,647.92
7.1. 1 m² Plesteran 1 Pc : 3 Ps, tebal 15 mm7.1.1 Bahan
7.776 Kg Semen portland @ Rp 984.00 = Rp 7,651.58
0.023 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,581.25 Jumlah (1) = Rp 9,232.83
7.1.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.150 Org Tukang batu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 12,212.50
Jumlah (1) + (2) = Rp 21,445.33
7.1. 1 m² Plesteran 1 Pc : 4 Ps, tebal 15 mm7.1.1 Bahan
6.240 Kg Semen portland @ Rp 984.00 = Rp 6,140.16
0.024 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,650.00 Jumlah (1) = Rp 7,790.16
7.1.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.150 Org Tukang batu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 12,212.50
Jumlah (1) + (2) = Rp 20,002.66
7.1. 1 m² Plesteran 1 Pc : 5 Ps, tebal 15 mm7.1.1 Bahan
5.184 Kg Semen portland @ Rp 984.00 = Rp 5,101.06
0.026 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,787.50
BIDANG BANGUNAN
Jumlah (1) = Rp 6,888.56 7.1.2 Tenaga
0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.150 Org Tukang batu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 12,212.50
Jumlah (1) + (2) = Rp 19,101.06
7.7 1 m² Plesteran 1 Pc : 5 Ps, tebal 15 mm7.7.1 Bahan
4.320 Kg Semen portland @ Rp 984.00 = Rp 4,250.88
0.022 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,512.50 Jumlah (1) = Rp 5,763.38
7.7.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.150 Org Tukang batu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 12,212.50
Jumlah (1) + (2) = Rp 17,975.88
7.2. 1 m² Plesteran 1 Pc : 6 Ps, tebal 15 mm7.2.1 Bahan
4.416 Kg Semen portland @ Rp 984.00 = Rp 4,345.34
0.027 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,856.25 Jumlah (1) = Rp 6,201.59
7.2.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.150 Org Tukang batu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 12,212.50
Jumlah (1) + (2) = Rp 18,414.09
7.2. 1 m² Plesteran 1 Pc : 7 Ps, tebal 15 mm7.2.1 Bahan
3.936 Kg Semen portland @ Rp 984.00 = Rp 3,873.02
0.028 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,925.00 Jumlah (1) = Rp 5,798.02
7.2.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.150 Org Tukang batu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 12,212.50
Jumlah (1) + (2) = Rp 18,010.52
7.2. 1 m² Plesteran 1 Pc : 8 Ps, tebal 15 mm7.2.1 Bahan
3.456 Kg Semen portland @ Rp 984.00 = Rp 3,400.70
0.029 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,993.75 Jumlah (1) = Rp 5,394.45
7.2.2 Tenaga0.200 Org Pekerja @ Rp 30,000.00 = Rp 6,000.00 0.150 Org Tukang batu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 12,212.50
BIDANG BANGUNAN
Jumlah (1) + (2) = Rp 17,606.95
7.8 1 m² Plesteran 1 Pc : 1/2 Kp : 3 Ps, tebal 15 mm7.8.1 Bahan
5.760 Kg Semen portland @ Rp 984.00 = Rp 5,667.84 0.003 M³ Kapur padam @ = Rp -
0.013 M³ Pasir pasang @ Rp 68,750.00 = Rp 893.75 Jumlah (1) = Rp 6,561.59
7.8.2 Tenaga0.220 Org Pekerja @ Rp 30,000.00 = Rp 6,600.00 0.120 Org Tukang batu @ Rp 35,000.00 = Rp 4,200.00 0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.011 Org Mandor @ Rp 40,000.00 = Rp 440.00 Jumlah (2) = Rp 11,690.00
Jumlah (1) + (2) = Rp 18,251.59
7.8 1 m² Plesteran 1 Pc : 2 Kp : 8 Ps, tebal 15 mm7.8.1 Bahan
3.000 Kg Semen portland @ Rp 984.00 = Rp 2,952.00 0.005 M³ Kapur padam @ = Rp -
0.020 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,375.00 Jumlah (1) = Rp 4,327.00
7.8.2 Tenaga0.220 Org Pekerja @ Rp 30,000.00 = Rp 6,600.00 0.120 Org Tukang batu @ Rp 35,000.00 = Rp 4,200.00 0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.011 Org Mandor @ Rp 40,000.00 = Rp 440.00 Jumlah (2) = Rp 11,690.00
Jumlah (1) + (2) = Rp 16,017.00
7.8 1 m² Plesteran 1 SM : 1 Kp : 1 Ps, tebal 15 mm7.8.1 Bahan
0.009 M³ Semen merah @ Rp 149,500.00 = Rp 1,345.50 0.009 M³ Kapur padam @ = Rp -
0.009 M³ Pasir pasang @ Rp 68,750.00 = Rp 618.75 Jumlah (1) = Rp 1,964.25
7.8.2 Tenaga0.220 Org Pekerja @ Rp 30,000.00 = Rp 6,600.00 0.120 Org Tukang batu @ Rp 35,000.00 = Rp 4,200.00 0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.011 Org Mandor @ Rp 40,000.00 = Rp 440.00 Jumlah (2) = Rp 11,690.00
Jumlah (1) + (2) = Rp 13,654.25
7.8 1 m² Plesteran 1 SM : 1 Kp : 2 Ps, tebal 15 mm7.8.1 Bahan
0.007 M³ Semen merah @ Rp 149,500.00 = Rp 1,046.50 0.007 M³ Kapur padam @ = Rp -
0.015 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,031.25 Jumlah (1) = Rp 2,077.75
7.8.2 Tenaga0.220 Org Pekerja @ Rp 30,000.00 = Rp 6,600.00 0.120 Org Tukang batu @ Rp 35,000.00 = Rp 4,200.00 0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.011 Org Mandor @ Rp 40,000.00 = Rp 440.00 Jumlah (2) = Rp 11,690.00
Jumlah (1) + (2) = Rp 13,767.75
7.3 1 m² Plesteran 1 Pc : 2 Ps, tebal 20 mm
BIDANG BANGUNAN
7.3.1 Bahan13.632 Kg Semen portland @ Rp 984.00 = Rp 13,413.89
0.027 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,856.25 Jumlah (1) = Rp 15,270.14
7.3.2 Tenaga0.260 Org Pekerja @ Rp 30,000.00 = Rp 7,800.00 0.200 Org Tukang batu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.013 Org Mandor @ Rp 40,000.00 = Rp 520.00 Jumlah (2) = Rp 16,070.00
Jumlah (1) + (2) = Rp 31,340.14
7.3. 1 m² Plesteran 1 Pc : 3 Ps, tebal 20 mm7.3.1 Bahan
10.368 Kg Semen portland @ Rp 984.00 = Rp 10,202.11
0.031 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,131.25 Jumlah (1) = Rp 12,333.36
7.3.2 Tenaga
BIDANG BANGUNAN
12. ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON
12.112.1.1 Bahan 247.00 Kg Semen portland @ Rp 984.00 = Rp 243,048.00 0.62 m3 Pasir beton @ Rp 144,000.00 = Rp 89,382.86 0.74 m3 Koral beton ( maksimum 30 mm ) @ Rp 172,500.00 = Rp 127,650.00 215.00 Ltr Air @ Rp 300.00 = Rp 64,500.00
Jumlah (1) = Rp 524,580.86 12.1.2 Tenaga
1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.275 Org Tukang batu @ Rp 35,000.00 = Rp 9,625.00 0.028 Org Kepala tukang @ Rp 37,500.00 = Rp 1,050.00 0.083 Org Mandor @ Rp 40,000.00 = Rp 3,320.00
Jumlah (2) = Rp 63,495.00 Jumlah (1) + (2) = Rp 588,075.86
12.112.1.1 Bahan 276.00 Kg Semen portland @ Rp 984.00 = Rp 271,584.00 0.59 m3 Pasir beton @ Rp 144,000.00 = Rp 85,165.71 0.75 m3 Koral beton ( maksimum 30 mm ) @ Rp 172,500.00 = Rp 129,311.11 215.00 Ltr Air @ Rp 300.00 = Rp 64,500.00
Jumlah (1) = Rp 550,560.83 12.1.2 Tenaga
1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.275 Org Tukang batu @ Rp 35,000.00 = Rp 9,625.00 0.028 Org Kepala tukang @ Rp 37,500.00 = Rp 1,050.00 0.083 Org Mandor @ Rp 40,000.00 = Rp 3,320.00
Jumlah (2) = Rp 63,495.00 Jumlah (1) + (2) = Rp 614,055.83
12.112.1.1 Bahan 299.00 Kg Semen portland @ Rp 984.00 = Rp 294,216.00
Membuat 1 m³ beton f'c = 7.4 Mpa (K100), slump (12 ± 2) cm, w/c = 0.87
Membuat 1 m³ beton f'c = 9,8 Mpa (K125), slump (12 ± 2) cm, w/c = 0.78
Membuat 1 m³ beton f'c = 12,2 Mpa (K150), slump (12 ± 2) cm, w/c = 0.72
BIDANG BANGUNAN 0.57 m3 Pasir beton @ Rp 144,000.00 = Rp 82,182.86 0.75 m3 Koral beton ( maksimum 30 mm ) @ Rp 172,500.00 = Rp 129,950.00 215.00 Ltr Air @ Rp 300.00 = Rp 64,500.00
Jumlah (1) = Rp 570,848.86 12.1.2 Tenaga
1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.275 Org Tukang batu @ Rp 35,000.00 = Rp 9,625.00 0.028 Org Kepala tukang @ Rp 37,500.00 = Rp 1,050.00 0.083 Org Mandor @ Rp 40,000.00 = Rp 3,320.00
Jumlah (2) = Rp 63,495.00 Jumlah (1) + (2) = Rp 634,343.86
*** CATATAN
12.1 Membuat 1 m³ lantai kerja beton f'c = 7,4 Mpa (K100), slump (3-6) cm, w/c = 0.8712.1.1 Bahan 230.00 Kg Semen portland @ Rp 984.00 = Rp 226,320.00 0.64 m3 Pasir beton @ Rp 144,000.00 = Rp 91,851.43 0.76 m3 Koral beton ( maksimum 30 mm ) @ Rp 172,500.00 = Rp 131,227.78 200.00 Ltr Air @ Rp 300.00 = Rp 60,000.00
Jumlah (1) = Rp 509,399.21 12.1.2 Tenaga
1.200 Org Pekerja @ Rp 30,000.00 = Rp 36,000.00 0.200 Org Tukang batu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00 0.006 Org Mandor @ Rp 40,000.00 = Rp 240.00
Jumlah (2) = Rp 43,990.00 Jumlah (1) + (2) = Rp 553,389.21
12.112.1.1 Bahan 326.00 Kg Semen portland @ Rp 984.00 = Rp 320,784.00 0.54 m3 Pasir beton @ Rp 144,000.00 = Rp 78,171.43 0.76 m3 Koral beton ( maksimum 30 mm ) @ Rp 172,500.00 = Rp 131,483.33 215.00 Ltr Air @ Rp 300.00 = Rp 64,500.00
Jumlah (1) = Rp 594,938.76 12.1.2 Tenaga
Bobot isi pasir = 1400 kg/m3 , Bobot isi kerikil = 1350 kg/m3, Buckling factor pasir = 20 %
Membuat 1 m³ beton f'c = 14,5 Mpa (K175), slump (12 ± 2) cm, w/c = 0.66
BIDANG BANGUNAN1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50 0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00
Jumlah (2) = Rp 62,387.50 Jumlah (1) + (2) = Rp 657,326.26
12.112.1.1 Bahan 352.00 Kg Semen portland @ Rp 984.00 = Rp 346,368.00 0.52 m3 Pasir beton @ Rp 144,000.00 = Rp 75,188.57 0.76 m3 Koral beton ( maksimum 30 mm ) @ Rp 172,500.00 = Rp 131,738.89 215.00 Ltr Air @ Rp 300.00 = Rp 64,500.00
Jumlah (1) = Rp 617,795.46 12.1.2 Tenaga
1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50 0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00
Jumlah (2) = Rp 62,387.50 Jumlah (1) + (2) = Rp 680,182.96
12.112.1.1 Bahan 371.00 Kg Semen portland @ Rp 984.00 = Rp 365,064.00 0.50 m3 Pasir beton @ Rp 144,000.00 = Rp 71,794.29 0.78 m3 Koral beton ( maksimum 30 mm ) @ Rp 172,500.00 = Rp 133,783.33 215.00 Ltr Air @ Rp 300.00 = Rp 64,500.00
Jumlah (1) = Rp 635,141.62 12.1.2 Tenaga
1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50 0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00
Jumlah (2) = Rp 62,387.50 Jumlah (1) + (2) = Rp 697,529.12
Membuat 1 m³ beton f'c = 16,9 Mpa (K200), slump (12 ± 2) cm, w/c = 0.61
Membuat 1 m³ beton f'c = 19,3 Mpa (K225), slump (12 ± 2) cm, w/c = 0.58
BIDANG BANGUNAN12.112.1.1 Bahan 384.00 Kg Semen portland @ Rp 984.00 = Rp 377,856.00 0.49 m3 Pasir beton @ Rp 144,000.00 = Rp 71,177.14 0.77 m3 Koral beton ( maksimum 30 mm ) @ Rp 172,500.00 = Rp 132,761.11 215.00 Ltr Air @ Rp 300.00 = Rp 64,500.00
Jumlah (1) = Rp 646,294.25 12.1.2 Tenaga
1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50 0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00
Jumlah (2) = Rp 62,387.50 Jumlah (1) + (2) = Rp 708,681.75
12.112.1.1 Bahan 406.00 Kg Semen portland @ Rp 984.00 = Rp 399,504.00 0.49 m3 Pasir beton @ Rp 144,000.00 = Rp 70,354.29 0.76 m3 Koral beton ( maksimum 30 mm ) @ Rp 172,500.00 = Rp 131,100.00 215.00 Ltr Air @ Rp 300.00 = Rp 64,500.00
Jumlah (1) = Rp 665,458.29 12.1.2 Tenaga
1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50 0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00
Jumlah (2) = Rp 62,387.50 Jumlah (1) + (2) = Rp 727,845.79
12.112.1.1 Bahan 413.00 Kg Semen portland @ Rp 984.00 = Rp 406,392.00 0.49 m3 Pasir beton @ Rp 144,000.00 = Rp 70,045.71 0.76 m3 Koral beton ( maksimum 30 mm ) @ Rp 172,500.00 = Rp 130,461.11 215.00 Ltr Air @ Rp 300.00 = Rp 64,500.00
Jumlah (1) = Rp 671,398.83
Membuat 1 m³ beton f'c = 21,7 Mpa (K250), slump (12 ± 2) cm, w/c = 0.56
Membuat 1 m³ beton f'c = 24,0 Mpa (K275), slump (12 ± 2) cm, w/c = 0.53
Membuat 1 m³ beton f'c = 26,4 Mpa (K300), slump (12 ± 2) cm, w/c = 0.52
BIDANG BANGUNAN12.1.2 Tenaga1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50 0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00
Jumlah (2) = Rp 62,387.50 Jumlah (1) + (2) = Rp 733,786.33
12.112.1.1 Bahan 439.00 Kg Semen portland @ Rp 984.00 = Rp 431,976.00 0.48 m3 Pasir beton @ Rp 144,000.00 = Rp 68,914.29 0.75 m3 Koral beton ( maksimum 30 mm ) @ Rp 172,500.00 = Rp 128,544.44 215.00 Ltr Air @ Rp 300.00 = Rp 64,500.00
Jumlah (1) = Rp 693,934.73 12.1.2 Tenaga
2.100 Org Pekerja @ Rp 30,000.00 = Rp 63,000.00 0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00 0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50 0.105 Org Mandor @ Rp 40,000.00 = Rp 4,200.00
Jumlah (2) = Rp 80,762.50 Jumlah (1) + (2) = Rp 774,697.23
12.112.1.1 Bahan 448.00 Kg Semen portland @ Rp 984.00 = Rp 440,832.00 0.48 Kg Pasir beton @ Rp 144,000.00 = Rp 68,605.71 0.74 Kg Koral beton ( maksimum 30 mm ) @ Rp 172,500.00 = Rp 127,777.78 215.00 Ltr Air @ Rp 300.00 = Rp 64,500.00
Jumlah (1) = Rp 701,715.49 12.1.2 Tenaga
2.100 Org Pekerja @ Rp 30,000.00 = Rp 63,000.00 0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00 0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50 0.105 Org Mandor @ Rp 40,000.00 = Rp 4,200.00
Jumlah (2) = Rp 80,762.50 Jumlah (1) + (2) = Rp 782,477.99
Membuat 1 m³ beton f'c = 28,8 Mpa (K325), slump (12 ± 2) cm, w/c = 0.49
Membuat 1 m³ beton f'c = 31,2 Mpa (K350), slump (12 ± 2) cm, w/c = 0.48
BIDANG BANGUNAN
12.1 Membuat 1 m³ beton kedap air dengan Storox - 10012.1.1 Bahan 400.000 Kg Semen portland @ Rp 984.00 = Rp 393,600.00 0.480 Pasir beton @ Rp 144,000.00 = Rp 69,120.00 0.800 Kerikil 2 cm / 3 cm @ Rp 172,500.00 = Rp 138,000.00 1.200 Kg Air @ Rp 300.00 = Rp 360.00
Jumlah (1) = Rp 601,080.00 12.1.2 Tenaga
2.100 Org Pekerja @ Rp 30,000.00 = Rp 63,000.00 0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00 0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50 0.105 Org Mandor @ Rp 40,000.00 = Rp 4,200.00
Jumlah (2) = Rp 80,762.50 Jumlah (1) + (2) = Rp 681,842.50
12.1 Memasang 1 m' PVC Waterstop lebar 150 mm12.1.1 Bahan 1.050 m' Waterstop lebar 150 mm @ Rp - = Rp -
Jumlah (1) = Rp - 12.1.2 Tenaga
0.060 Org Pekerja @ Rp 30,000.00 = Rp 1,800.00 0.030 Org Tukang batu @ Rp 35,000.00 = Rp 1,050.00 0.003 Org Kepala tukang @ Rp 37,500.00 = Rp 112.50 0.003 Org Mandor @ Rp 40,000.00 = Rp 120.00
Jumlah (2) = Rp 3,082.50 Jumlah (1) + (2) = Rp 3,082.50
12.1 Memasang 1 m' PVC Waterstop lebar 200 mm12.1.1 Bahan 1.050 m' Waterstop lebar 200 mm @ Rp - = Rp -
Jumlah (1) = Rp - 12.1.2 Tenaga
0.070 Org Pekerja @ Rp 30,000.00 = Rp 2,100.00 0.035 Org Tukang batu @ Rp 35,000.00 = Rp 1,225.00 0.004 Org Kepala tukang @ Rp 37,500.00 = Rp 150.00 0.007 Org Mandor @ Rp 40,000.00 = Rp 280.00
m³m³
BIDANG BANGUNAN Jumlah (2) = Rp 3,755.00 Jumlah (1) + (2) = Rp 3,755.00
12.1 Membuat 1 m' PVC Waterstop lebar 230 mm - 320 mm12.1.1 Bahan 1.050 m' Waterstop lebar 230 - 320 mm @ Rp - = Rp -
Jumlah (1) = Rp - 12.1.2 Tenaga
0.080 Org Pekerja @ Rp 30,000.00 = Rp 2,400.00 0.040 Org Tukang batu @ Rp 35,000.00 = Rp 1,400.00 0.004 Org Kepala tukang @ Rp 37,500.00 = Rp 150.00 0.004 Org Mandor @ Rp 40,000.00 = Rp 160.00
Jumlah (2) = Rp 4,110.00 Jumlah (1) + (2) = Rp 4,110.00
12.112.1.1 Bahan
0.0264 M³ Kayu kelas III ( papan ) @ Rp 2,882,000.00 = Rp 76,084.80 0.600 kg Paku biasa 5 - 12 cm @ Rp 14,950.00 = Rp 8,970.00 0.500 btg @ Rp 8,250.00 = Rp 4,125.00
Jumlah (1) = Rp 89,179.80 12.1.2 Tenaga
0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00 0.050 Org Tukang batu @ Rp 35,000.00 = Rp 1,750.00 0.005 Org Kepala tukang @ Rp 37,500.00 = Rp 187.50 0.008 Org Mandor @ Rp 40,000.00 = Rp 320.00
Jumlah (2) = Rp 6,757.50 Jumlah (1) + (2) = Rp 95,937.30
12.1 1 m³ Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr12.1.1 Bahan
218.000 Kg Semen portland @ Rp 984.00 = Rp 214,512.00 0.520 M³ Pasir beton @ Rp 144,000.00 = Rp 74,880.00
0.870 M³ Koral beton @ Rp 172,500.00 = Rp 150,075.00 Jumlah (1) = Rp 439,467.00
12.1.2 Tenaga1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00
Memasang 1 m² jembatan untuk pengecoran beton
Dolken kayu galam,f (8-10)cm,panjang 4m
BIDANG BANGUNAN0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00 Jumlah (2) = Rp 62,387.50
Jumlah (1) + (2) = Rp 501,854.50
12.1 1 m³ Membuat beton tumbuk, 1 Pc : 3 Ps : 6 Kr12.1.1 Bahan
197.000 Kg Semen portland @ Rp 984.00 = Rp 193,848.00 0.470 M³ Pasir beton @ Rp 144,000.00 = Rp 67,680.00
0.940 M³ Koral beton @ Rp 172,500.00 = Rp 162,150.00 Jumlah (1) = Rp 423,678.00
12.1.2 Tenaga1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00 Jumlah (2) = Rp 62,387.50
Jumlah (1) + (2) = Rp 486,065.50
12.1 1 m³ Membuat beton tumbuk, 1 Pc : 4 Ps : 6 Kr12.1.1 Bahan
173.000 Kg Semen portland @ Rp 984.00 = Rp 170,232.00 0.570 M³ Pasir beton @ Rp 144,000.00 = Rp 82,080.00
0.870 M³ Koral beton @ Rp 172,500.00 = Rp 150,075.00 Jumlah (1) = Rp 402,387.00
12.1.2 Tenaga1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00 Jumlah (2) = Rp 62,387.50
Jumlah (1) + (2) = Rp 464,774.50
12.1 1 m³ Membuat lantai kerja beton tumbuk, 1 Pc : 3 Ps : 5 Kr, tebal 5 cm12.1.1 Bahan
BIDANG BANGUNAN10.000 Kg Semen portland @ Rp 984.00 = Rp 9,840.00 0.026 M³ Pasir beton @ Rp 144,000.00 = Rp 3,744.00
0.044 M³ Koral beton @ Rp 172,500.00 = Rp 7,590.00 Jumlah (1) = Rp 21,174.00
12.1.2 Tenaga1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00 Jumlah (2) = Rp 62,387.50
Jumlah (1) + (2) = Rp 83,561.50
12.2 1 m³ Membuat beton 1 Pc : 2 Ps : 3 Kr12.2.1 Bahan
232.000 Kg Semen portland @ Rp 984.00 = Rp 228,288.00 0.520 M³ Pasir beton @ Rp 144,000.00 = Rp 74,880.00
0.780 M³ Koral beton @ Rp 172,500.00 = Rp 134,550.00 Jumlah (1) = Rp 437,718.00
12.2.2 Tenaga1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00 Jumlah (2) = Rp 62,387.50
Jumlah (1) + (2) = Rp 500,105.50
12.3 1 M³ Membuat beton 1 Pc : 1 1/2 Ps : 2 1/2 Kr12.3.1 Bahan
336.000 Kg Semen portland @ Rp 984.00 = Rp 330,624.00 0.540 M³ Pasir beton @ Rp 144,000.00 = Rp 77,760.00
0.810 M³ Koral beton @ Rp 172,500.00 = Rp 139,725.00 Jumlah (1) = Rp 548,109.00
12.3.2 Tenaga2.000 Org Pekerja @ Rp 30,000.00 = Rp 60,000.00 0.350 Org Tukang batu @ Rp 35,000.00 = Rp 12,250.00 0.035 Org Kepala tukang @ Rp 37,500.00 = Rp 1,312.50
BIDANG BANGUNAN1.000 Org Mandor @ Rp 40,000.00 = Rp 40,000.00 Jumlah (2) = Rp 113,562.50
Jumlah (1) + (2) = Rp 661,671.50
12.2 1 m³ Membuat beton 1 Pc : 2 Ps : 4 Kr12.2.1 Bahan
280.000 Kg Semen portland @ Rp 984.00 = Rp 275,520.00 0.450 M³ Pasir beton @ Rp 144,000.00 = Rp 64,800.00
0.900 M³ Koral beton @ Rp 172,500.00 = Rp 155,250.00 Jumlah (1) = Rp 495,570.00
12.2.2 Tenaga1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00 Jumlah (2) = Rp 62,387.50
Jumlah (1) + (2) = Rp 557,957.50
12.2 1 m³ Membuat beton 1 Pc : 2 Ps : 2.5 Kr12.2.1 Bahan
352.000 Kg Semen portland @ Rp 984.00 = Rp 346,368.00 0.560 M³ Pasir beton @ Rp 144,000.00 = Rp 80,640.00
0.700 M³ Koral beton @ Rp 172,500.00 = Rp 120,750.00 Jumlah (1) = Rp 547,758.00
12.2.2 Tenaga1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00 Jumlah (2) = Rp 62,387.50
Jumlah (1) + (2) = Rp 610,145.50
12.2 1 m³ Membuat beton 1 Pc : 1.5 Ps : 3 Kr12.2.1 Bahan
357.000 Kg Semen portland @ Rp 984.00 = Rp 351,288.00 0.420 M³ Pasir beton @ Rp 144,000.00 = Rp 60,480.00
BIDANG BANGUNAN0.540 M³ Koral beton @ Rp 172,500.00 = Rp 93,150.00 Jumlah (1) = Rp 504,918.00
12.2.2 Tenaga1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00 Jumlah (2) = Rp 62,387.50
Jumlah (1) + (2) = Rp 567,305.50
12.2 1 m³ Membuat beton 1 Pc : 1.5 Ps : 2.5 Kr12.2.1 Bahan
386.000 Kg Semen portland @ Rp 984.00 = Rp 379,824.00 0.470 M³ Pasir beton @ Rp 144,000.00 = Rp 67,680.00
0.780 M³ Koral beton @ Rp 172,500.00 = Rp 134,550.00 Jumlah (1) = Rp 582,054.00
12.2.2 Tenaga1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00 Jumlah (2) = Rp 62,387.50
Jumlah (1) + (2) = Rp 644,441.50
12.2 1 m³ Membuat beton 1 Pc : 1 Ps : 2 Kr12.2.1 Bahan
479.000 Kg Semen portland @ Rp 984.00 = Rp 471,336.00 0.370 M³ Pasir beton @ Rp 144,000.00 = Rp 53,280.00
0.740 M³ Koral beton @ Rp 172,500.00 = Rp 127,650.00 Jumlah (1) = Rp 652,266.00
12.2.2 Tenaga1.650 Org Pekerja @ Rp 30,000.00 = Rp 49,500.00 0.250 Org Tukang batu @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00 Jumlah (2) = Rp 62,387.50
BIDANG BANGUNAN Jumlah (1) + (2) = Rp 714,653.50
BIDANG BANGUNAN12.4 1 Kg Pembesian dengan besi polos atau besi ulir12.4.1 Bahan
1.050 Kg Besi beton (polos/ulir) @ Rp 10,925.00 = Rp 11,471.25
0.015 Kg Kawat beton @ Rp 14,375.00 = Rp 215.63 Jumlah (1) = Rp 11,686.88
12.4.2 Tenaga0.007 Org Pekerja @ Rp 30,000.00 = Rp 210.00 0.007 Org Tukang besi @ Rp 35,000.00 = Rp 245.00
0.0007 Org Kepala tukang @ Rp 37,500.00 = Rp 26.25
0.0003 Org Mandor @ Rp 40,000.00 = Rp 12.00 Jumlah (2) = Rp 493.25
Jumlah (1) + (2) = Rp 12,180.13
12.4 Memasang per 1 kg jaring kawat baja / wire mesh 12.4.1 Bahan
1.200 Kg Jaring kawat baja di las @ Rp 10,500.00 = Rp 12,600.00
0.050 Kg Kawat beton @ Rp 14,375.00 = Rp 718.75 Jumlah (1) = Rp 13,318.75
12.4.2 Tenaga0.025 Org Pekerja @ Rp 30,000.00 = Rp 750.00 0.250 Org Tukang besi @ Rp 35,000.00 = Rp 8,750.00 0.025 Org Kepala tukang @ Rp 37,500.00 = Rp 937.50
0.001 Org Mandor @ Rp 40,000.00 = Rp 40.00 Jumlah (2) = Rp 10,477.50
Jumlah (1) + (2) = Rp 23,796.25 Per kg = Rp 2,379.63
12.5 1 m² Pasang bekisting untuk pondasi12.5.1 Bahan
0.040 M³ Kayu terentang / kayu kelas III @ Rp 2,882,000.00 = Rp 115,280.00 0.300 Kg Paku biasa 5 - 10 cm @ Rp 14,950.00 = Rp 4,485.00
0.100 Lt Minyak bekisting @ Rp 28,175.00 = Rp 2,817.50 Jumlah (1) = Rp 122,582.50
12.5.2 Tenaga0.520 Org Pekerja @ Rp 30,000.00 = Rp 15,600.00 0.260 Org Tukang kayu @ Rp 35,000.00 = Rp 9,100.00
BIDANG BANGUNAN0.026 Org Kepala tukang @ Rp 37,500.00 = Rp 975.00
0.026 Org Mandor @ Rp 40,000.00 = Rp 1,040.00 Jumlah (2) = Rp 26,715.00
Jumlah (1) + (2) = Rp 149,297.50
12.6 1 m² Pasang bekisting untuk sloof12.6.1 Bahan
0.045 M³ Kayu terentang / kayu kelas III @ Rp 2,882,000.00 = Rp 129,690.00 0.300 Kg Paku biasa 5 - 10 cm @ Rp 14,950.00 = Rp 4,485.00
0.100 Lt Minyak bekisting @ Rp 28,175.00 = Rp 2,817.50 Jumlah (1) = Rp 136,992.50
12.6.2 Tenaga0.520 Org Pekerja @ Rp 30,000.00 = Rp 15,600.00 0.260 Org Tukang kayu @ Rp 35,000.00 = Rp 9,100.00 0.026 Org Kepala tukang @ Rp 37,500.00 = Rp 975.00
0.026 Org Mandor @ Rp 40,000.00 = Rp 1,040.00 Jumlah (2) = Rp 26,715.00
Jumlah (1) + (2) = Rp 163,707.50 untuk 2 x pakai = Rp 81,853.75
BIDANG BANGUNAN
12.7 1 m² Pasang bekisting untuk kolom12.7.1 Bahan
0.040 M³ Kayu terentang / kayu kelas III @ Rp 2,882,000.00 = Rp 115,280.00 0.400 Kg Paku biasa 5 - 12 cm @ Rp 14,950.00 = Rp 5,980.00 0.200 Lt Minyak bekisting @ Rp 28,175.00 = Rp 5,635.00 0.015 M³ Meranti bekesting / balok kayu kelas II @ Rp 2,882,000.00 = Rp 43,230.00
0.350 Lbr Multiplek tebal 9 mm @ Rp 120,750.00 = Rp 42,262.50 Jumlah (1) = Rp 212,387.50
12.7.2 Tenaga0.660 Org Pekerja @ Rp 30,000.00 = Rp 19,800.00 0.330 Org Tukang kayu @ Rp 35,000.00 = Rp 11,550.00 0.033 Org Kepala tukang @ Rp 37,500.00 = Rp 1,237.50
0.033 Org Mandor @ Rp 40,000.00 = Rp 1,320.00 Jumlah (2) = Rp 33,907.50
Jumlah (1) + (2) = Rp 246,295.00 untuk 2 x pakai = Rp 123,147.50
12.8 1 m² Pasang bekisting untuk balok12.8.1 Bahan
0.040 M³ Kayu terentang / kayu kelas III @ Rp 2,882,000.00 = Rp 115,280.00 0.400 Kg Paku biasa 5 - 12 cm @ Rp 14,950.00 = Rp 5,980.00 0.200 Lt Minyak bekisting @ Rp 28,175.00 = Rp 5,635.00 0.018 M³ Meranti bekesting / balok kayu kelas II @ Rp 2,882,000.00 = Rp 51,876.00
0.350 Lbr Multiplek tebal 9 mm @ Rp 120,750.00 = Rp 42,262.50 Jumlah (1) = Rp 221,033.50
12.8.2 Tenaga0.660 Org Pekerja @ Rp 30,000.00 = Rp 19,800.00 0.330 Org Tukang kayu @ Rp 35,000.00 = Rp 11,550.00 0.033 Org Kepala tukang @ Rp 37,500.00 = Rp 1,237.50
0.033 Org Mandor @ Rp 40,000.00 = Rp 1,320.00 Jumlah (2) = Rp 33,907.50
Jumlah (1) + (2) = Rp 254,941.00 untuk 2 x pakai = Rp 127,470.50
12.9 1 m² Pasang bekisting untuk Plat lantai / dag
BIDANG BANGUNAN12.9.1 Bahan0.040 M³ Kayu terentang / kayu kelas III @ Rp 2,882,000.00 = Rp 115,280.00 0.400 Kg Paku biasa 5 - 12 cm @ Rp 14,950.00 = Rp 5,980.00 0.200 Lt Minyak bekisting @ Rp 28,175.00 = Rp 5,635.00 0.015 M³ Meranti bekesting / balok kayu kelas II @ Rp 2,882,000.00 = Rp 43,230.00
0.350 Lbr Multiplek tebal 9 mm @ Rp 120,750.00 = Rp 42,262.50 Jumlah (1) = Rp 212,387.50
12.9.2 Tenaga0.660 Org Pekerja @ Rp 30,000.00 = Rp 19,800.00 0.330 Org Tukang kayu @ Rp 35,000.00 = Rp 11,550.00 0.033 Org Kepala tukang @ Rp 37,500.00 = Rp 1,237.50
0.033 Org Mandor @ Rp 40,000.00 = Rp 1,320.00 Jumlah (2) = Rp 33,907.50
Jumlah (1) + (2) = Rp 246,295.00
12.10 1 m² Pasang bekisting untuk tangga12.10.1 Bahan
0.030 M³ Kayu terentang / kayu kelas III @ Rp 2,882,000.00 = Rp 86,460.00 0.400 Kg Paku biasa 5 - 12 cm @ Rp 14,950.00 = Rp 5,980.00 0.150 Lt Minyak bekisting @ Rp 28,175.00 = Rp 4,226.25 0.015 M³ Meranti bekesting / balok kayu kelas II @ Rp 2,882,000.00 = Rp 43,230.00 0.350 Lbr Multiplek tebal 9 mm @ Rp 120,750.00 = Rp 42,262.50
Jumlah (1) = Rp 182,158.75 12.10.2 Tenaga
0.660 Org Pekerja @ Rp 30,000.00 = Rp 19,800.00 0.330 Org Tukang kayu @ Rp 35,000.00 = Rp 11,550.00 0.033 Org Kepala tukang @ Rp 37,500.00 = Rp 1,237.50
0.033 Org Mandor @ Rp 40,000.00 = Rp 1,320.00 Jumlah (2) = Rp 33,907.50
Jumlah (1) + (2) = Rp 216,066.25
12.11 1 m² Pasang bekisting untuk Dinding12.11.1 Bahan
0.030 m3 Kayu terentang / kayu kelas III @ Rp 2,882,000.00 = Rp 86,460.00
0.400 kg Paku biasa 5 - 12 cm @ Rp 14,950.00 = Rp 5,980.00
BIDANG BANGUNAN0.200 lt Minyak bekisting @ Rp 28,175.00 = Rp 5,635.00
0.020 m3 Meranti bekesting / balok kayu kelas II @ Rp 2,882,000.00 = Rp 57,640.00
0.350 lb Multiplek tebal 9 mm @ Rp 120,750.00 = Rp 42,262.50
Jumlah ( 1 ) = Rp 197,977.50 12.11.2 Tenaga
0.3200 hari Pekerja @ Rp 30,000.00 = Rp 9,600.00
0.3300 hari Tukang Kayu @ Rp 35,000.00 = Rp 11,550.00
0.0330 hari Kepala Tukang @ Rp 37,500.00 = Rp 1,237.50
0.0060 hari Mandor @ Rp 40,000.00 = Rp 240.00 Jumlah (2) = Rp 22,627.50
Jumlah (1) + (2) = Rp 220,605.00 untuk 2 x pakai = Rp 110,302.50
12.11 1 m² Pasang bekisting untuk List plank12.11.1 Bahan
0.030 m3 Kayu terentang / kayu kelas III @ Rp 2,882,000.00 = Rp 86,460.00
0.400 kg Paku biasa 5 - 12 cm @ Rp 14,950.00 = Rp 5,980.00
0.200 lt Minyak bekisting @ Rp 28,175.00 = Rp 5,635.00
0.020 m3 Meranti bekesting / balok kayu kelas II @ Rp 2,882,000.00 = Rp 57,640.00
0.350 lb Multiplek tebal 9 mm @ Rp 120,750.00 = Rp 42,262.50
Jumlah ( 1 ) = Rp 197,977.50 12.11.2 Tenaga
0.3200 hari Pekerja @ Rp 30,000.00 = Rp 9,600.00
0.3300 hari Tukang Kayu @ Rp 35,000.00 = Rp 11,550.00
0.0330 hari Kepala Tukang @ Rp 37,500.00 = Rp 1,237.50
0.0060 hari Mandor @ Rp 40,000.00 = Rp 240.00 Jumlah (2) = Rp 22,627.50
Jumlah (1) + (2) = Rp 220,605.00 untuk 2 x pakai = Rp 110,302.50
Bahan :0.8100 m3 Batu pecah 1/2 @ Rp 172,500.00 = Rp 139,725.00
0.540 m3 Pasir Cor @ Rp 144,000.00 = Rp 77,760.00
350.40 kg Semen P C ( 40 kg ) @ Rp 984.00 = Rp 344,793.60
1 M³ PASANGAN BETON MUTU K 225
BIDANG BANGUNAN Jumlah (1) = Rp 562,278.60
Sewa alat bantu :Biaya Sewa Peralatan - Sewa Concrete Mixer 0,50 m3 ( min 3 jam ) 0.973 jam @ 100,000.00 = Rp 97,300.00
- Sewa Pump Water ( min 3 jam ) 0.3243 jam @ 35,000.00 = Rp 11,350.50
- Sewa Vibarator Roller ( min 5 jam ) 0.973 jam @ 35,000.00 = Rp 34,055.00
- Sewa Alat Bantu ( set / 3 alat )
0.3243 jam @ 50,000.00 = Rp 16,215.00
Jumlah (2) = Rp 158,920.50
Upah :0.700 hr Tukang batu @ Rp 35,000.00 = Rp 24,500.00
0.410 hr Pekerja @ Rp 30,000.00 = Rp 12,300.00
0.0205 hr Mandor @ Rp 40,000.00 = Rp 820.00 Jumlah (3) = Rp 37,620.00
Jumlah (1) + (2) + (3) = Rp 758,819.10
Bahan :0.7297 m3 Batu pecah 1/2 @ Rp 172,500.00 = Rp 125,873.25
0.4860 m3 Pasir Cor @ Rp 144,000.00 = Rp 69,984.00
350.40 kg Semen P C ( 40 kg ) @ Rp 984.00 = Rp 344,793.60 Jumlah (1) = Rp 540,650.85
Sewa alat bantu :Biaya Sewa Peralatan - Sewa Concrete Mixer 0,50 m3 ( min 3 jam ) 0.973 jam @ 100,000.00 = Rp 97,300.00
- Sewa Pump Water ( min 3 jam ) 0.3243 jam @ 35,000.00 = Rp 11,350.50
- Sewa Vibarator Roller ( min 5 jam )0.973 jam @ 35,000.00 = Rp 34,055.00
- Sewa Alat Bantu ( set / 3 alat )
0.3243 jam @ 50,000.00 = Rp 16,215.00
1 M³ PASANGAN BETON MUTU K 300
BIDANG BANGUNANJumlah ( 2 ) = Rp 158,920.50
Upah :1.945 hr Tukang batu @ Rp 35,000.00 = Rp 68,075.00
0.324 hr Pekerja @ Rp 30,000.00 = Rp 9,720.00
0.1620 hr Mandor @ Rp 40,000.00 = Rp 6,480.00
Jumlah ( 3 ) = Rp 84,275.00 Jumlah (1) + (2) + (3) = Rp 783,846.35
A. REKAPITULASI BETON NON STRUKTUR
BIDANG BANGUNAN
12.13 1 m³ Membuat pondasi beton bertulang + bekesting = 150 Kg Besi
12.13.1 Bahan0.200 M³ Kayu kelas III @ Rp 2,882,000.00 = Rp 576,400.00
1.500 Kg Paku biasa 5-12 cm @ Rp 14,950.00 = Rp 22,425.00 0.400 Lt Minyak bekisting @ Rp 28,175.00 = Rp 11,270.00
157.500 Kg Besi beton polos @ Rp 10,925.00 = Rp 1,720,687.50 2.250 Kg Kawat beton @ Rp 14,375.00 = Rp 32,343.75
336.000 Kg Semen portland @ Rp 984.00 = Rp 330,624.00 0.540 M³ Pasir beton @ Rp 144,000.00 = Rp 77,760.00
0.810 M³ Koral beton @ Rp 172,500.00 = Rp 139,725.00 Jumlah (1) = Rp 2,911,235.25
12.13.2 Tenaga5.300 Org Pekerja @ Rp 30,000.00 = Rp 159,000.00 0.275 Org Tukang batu @ Rp 35,000.00 = Rp 9,625.00
1.300 Org Tukang kayu @ Rp 35,000.00 = Rp 45,500.00
1.050 Org Tukang besi @ Rp 35,000.00 = Rp 36,750.00
0.262 Org Kepala tukang @ Rp 37,500.00 = Rp 9,825.00
0.265 Org Mandor @ Rp 40,000.00 = Rp 10,600.00
Jumlah (2) = Rp 271,300.00 Jumlah (1) + (2) = Rp 3,182,535.3
12.14 1 m³ Membuat sloof beton bertulang+ bekesting = 200 Kg besi12.14.1 Bahan
0.270 M³ Kayu kelas III @ Rp 2,882,000.00 = Rp 778,140.00 2.000 Kg Paku biasa 5-12 cm @ Rp 14,950.00 = Rp 29,900.00 0.600 Lt Minyak bekisting @ Rp 28,175.00 = Rp 16,905.00
210.000 Kg Besi beton polos @ Rp 10,925.00 = Rp 2,294,250.00 3.000 Kg Kawat beton @ Rp 14,375.00 = Rp 43,125.00
336.000 Kg Semen portland @ Rp 984.00 = Rp 330,624.00
0.540 M³ Pasir beton @ Rp 144,000.00 = Rp 77,760.00
0.810 M³ Koral beton @ Rp 172,500.00 = Rp 139,725.00 Jumlah (1) = Rp 3,710,429.00
12.14.2 Tenaga5.650 Org Pekerja @ Rp 30,000.00 = Rp 169,500.00 0.275 Org Tukang batu @ Rp 35,000.00 = Rp 9,625.00
BIDANG BANGUNAN1.560 Org Tukang kayu @ Rp 35,000.00 = Rp 54,600.00 1.400 Org Tukang besi @ Rp 35,000.00 = Rp 49,000.00 0.323 Org Kepala tukang @ Rp 37,500.00 = Rp 12,112.50
0.283 Org Mandor @ Rp 40,000.00 = Rp 11,320.00 Jumlah (2) = Rp 306,157.50
Jumlah (1) + (2) = Rp 4,016,586.5
BIDANG BANGUNAN
12.15 1 m³ Membuat kolom beton bertulang+ bekesting = 300 Kg besi
12.15.1 Bahan
0.400 M³ Kayu kelas III @ Rp 2,882,000.00 = Rp 1,152,800.00
4.000 Kg Paku biasa 5-12 cm @ Rp 14,950.00 = Rp 59,800.00
2.000 Lt Minyak bekisting @ Rp 28,175.00 = Rp 56,350.00
315.000 Kg Besi beton polos @ Rp 10,925.00 = Rp 3,441,375.00 4.500 Kg Kawat beton @ Rp 14,375.00 = Rp 64,687.50
336.000 Kg Semen portland @ Rp 984.00 = Rp 330,624.00 0.540 M³ Pasir beton @ Rp 144,000.00 = Rp 77,760.00 0.810 M³ Koral beton @ Rp 172,500.00 = Rp 139,725.00 0.150 M³ Meranti bekesting @ Rp 2,882,000.00 = Rp 432,300.00 3.500 Lbr Plywood 9 mm @ Rp 125,350.00 = Rp 438,725.00
20.000 btg @ Rp 8,250.00 = Rp 165,000.00 Jumlah (1) = Rp 6,359,146.50
12.15.2 Tenaga7.050 Org Pekerja @ Rp 30,000.00 = Rp 211,500.00
0.275 Org Tukang batu @ Rp 35,000.00 = Rp 9,625.00
1.650 Org Tukang kayu @ Rp 35,000.00 = Rp 57,750.00
2.100 Org Tukang besi @ Rp 35,000.00 = Rp 73,500.00
0.403 Org Kepala tukang @ Rp 37,500.00 = Rp 15,112.50
0.353 Org Mandor @ Rp 40,000.00 = Rp 14,120.00 Jumlah (2) = Rp 381,607.50
Jumlah (1) + (2) = Rp 6,740,754.0
12.15 1 m³ Membuat kolom beton bertulang+ bekesting = 150 Kg besi12.15.1 Bahan
0.320 M³ Kayu kelas III @ Rp 2,882,000.00 = Rp 922,240.00 3.200 Kg Paku biasa 5-12 cm @ Rp 14,950.00 = Rp 47,840.00 1.600 Lt Minyak bekisting @ Rp 28,175.00 = Rp 45,080.00
157.500 Kg Besi beton polos @ Rp 10,925.00 = Rp 1,720,687.50 2.250 Kg Kawat beton @ Rp 14,375.00 = Rp 32,343.75
336.000 Kg Semen portland @ Rp 984.00 = Rp 330,624.00
0.540 M³ Pasir beton @ Rp 144,000.00 = Rp 77,760.00
0.810 M³ Koral beton @ Rp 172,500.00 = Rp 139,725.00
0.120 M³ Meranti bekesting @ Rp 2,882,000.00 = Rp 345,840.00
Dolken kayu galam,f (8-10)cm,panjang 4m
BIDANG BANGUNAN2.800 Lbr Plywood 9 mm @ Rp 125,350.00 = Rp 350,980.00
32.000 btg @ Rp 8,250.00 = Rp 264,000.00
Jumlah (1) = Rp 4,277,120.25 12.15.2 Tenaga
5.300 Org Pekerja @ Rp 30,000.00 = Rp 159,000.00 0.275 Org Tukang batu @ Rp 35,000.00 = Rp 9,625.00 1.300 Org Tukang kayu @ Rp 35,000.00 = Rp 45,500.00 1.050 Org Tukang besi @ Rp 35,000.00 = Rp 36,750.00 0.265 Org Kepala tukang @ Rp 37,500.00 = Rp 9,937.50
0.265 Org Mandor @ Rp 40,000.00 = Rp 10,600.00 Jumlah (2) = Rp 271,412.50
Jumlah (1) + (2) = Rp 4,548,532.8
12.16 1 m³ Membuat balok beton bertulang+bekesting = 200 Kg besi
12.16.1 Bahan
0.320 M³ Kayu kelas III @ Rp 2,882,000.00 = Rp 922,240.00 3.200 Kg Paku biasa 5-12 cm @ Rp 14,950.00 = Rp 47,840.00 1.600 Lt Minyak bekisting @ Rp 28,175.00 = Rp 45,080.00
210.000 Kg Besi beton polos @ Rp 10,925.00 = Rp 2,294,250.00 3.000 Kg Kawat beton @ Rp 14,375.00 = Rp 43,125.00
336.000 Kg Semen portland @ Rp 984.00 = Rp 330,624.00 0.540 M³ Pasir beton @ Rp 144,000.00 = Rp 77,760.00 0.810 M³ Koral beton @ Rp 172,500.00 = Rp 139,725.00 0.140 M³ Meranti bekesting @ Rp 2,882,000.00 = Rp 403,480.00 2.800 Lbr Plywood 9 mm @ Rp 125,350.00 = Rp 350,980.00
16.000 btg @ Rp 8,250.00 = Rp 132,000.00 Jumlah (1) = Rp 4,787,104.00
12.16.2 Tenaga6.350 Org Pekerja @ Rp 30,000.00 = Rp 190,500.00 0.275 Org Tukang batu @ Rp 35,000.00 = Rp 9,625.00 1.650 Org Tukang kayu @ Rp 35,000.00 = Rp 57,750.00 1.400 Org Tukang besi @ Rp 35,000.00 = Rp 49,000.00 0.333 Org Kepala tukang @ Rp 37,500.00 = Rp 12,487.50
Dolken kayu galam,f (8-10)cm,panjang 4m
Dolken kayu galam,f (8-10)cm,panjang 4m
BIDANG BANGUNAN0.318 Org Mandor @ Rp 40,000.00 = Rp 12,720.00 Jumlah (2) = Rp 332,082.50
Jumlah (1) + (2) = Rp 5,119,186.5
12.16 1 m³ Membuat dinding beton bertulang+bekesting = 150 Kg besi12.16.1 Bahan
0.240 M³ Kayu kelas III @ Rp 2,882,000.00 = Rp 691,680.00 3.200 Kg Paku biasa 5-12 cm @ Rp 14,950.00 = Rp 47,840.00 1.600 Lt Minyak bekisting @ Rp 28,175.00 = Rp 45,080.00
157.500 Kg Besi beton polos @ Rp 10,925.00 = Rp 1,720,687.50 2.250 Kg Kawat beton @ Rp 14,375.00 = Rp 32,343.75
336.000 Kg Semen portland @ Rp 984.00 = Rp 330,624.00 0.540 M³ Pasir beton @ Rp 144,000.00 = Rp 77,760.00 0.810 M³ Koral beton @ Rp 172,500.00 = Rp 139,725.00 0.160 M³ Meranti bekesting @ Rp 2,882,000.00 = Rp 461,120.00 2.800 Lbr Plywood 9 mm @ Rp 125,350.00 = Rp 350,980.00
24.000 btg @ Rp 8,250.00 = Rp 198,000.00 Jumlah (1) = Rp 4,095,840.25
12.16.2 Tenaga5.300 Org Pekerja @ Rp 30,000.00 = Rp 159,000.00 0.275 Org Tukang batu @ Rp 35,000.00 = Rp 9,625.00 1.300 Org Tukang kayu @ Rp 35,000.00 = Rp 45,500.00 1.050 Org Tukang besi @ Rp 35,000.00 = Rp 36,750.00 0.262 Org Kepala tukang @ Rp 37,500.00 = Rp 9,825.00
0.265 Org Mandor @ Rp 40,000.00 = Rp 10,600.00 Jumlah (2) = Rp 271,300.00
Jumlah (1) + (2) = Rp 4,367,140.3
12.16 1 m³ Membuat dinding beton bertulang+bekesting = 200 Kg besi12.16.1 Bahan
0.250 M³ Kayu kelas III @ Rp 2,882,000.00 = Rp 720,500.00 3.000 Kg Paku biasa 5-12 cm @ Rp 14,950.00 = Rp 44,850.00 1.200 Lt Minyak bekisting @ Rp 28,175.00 = Rp 33,810.00
210.000 Kg Besi beton polos @ Rp 10,925.00 = Rp 2,294,250.00 3.000 Kg Kawat beton @ Rp 14,375.00 = Rp 43,125.00
336.000 Kg Semen portland @ Rp 984.00 = Rp 330,624.00
Dolken kayu galam,f (8-10)cm,panjang 4m
BIDANG BANGUNAN0.540 M³ Pasir beton @ Rp 144,000.00 = Rp 77,760.00 0.810 M³ Koral beton @ Rp 172,500.00 = Rp 139,725.00 0.105 M³ Meranti bekesting @ Rp 2,882,000.00 = Rp 302,610.00 2.500 Lbr Plywood 9 mm @ Rp 125,350.00 = Rp 313,375.00
14.000 btg @ Rp 8,250.00 = Rp 115,500.00 Jumlah (1) = Rp 4,416,129.00
12.16.2 Tenaga5.650 Org Pekerja @ Rp 30,000.00 = Rp 169,500.00 0.275 Org Tukang batu @ Rp 35,000.00 = Rp 9,625.00 1.560 Org Tukang kayu @ Rp 35,000.00 = Rp 54,600.00 1.400 Org Tukang besi @ Rp 35,000.00 = Rp 49,000.00 0.323 Org Kepala tukang @ Rp 37,500.00 = Rp 12,112.50
0.283 Org Mandor @ Rp 40,000.00 = Rp 11,320.00 Jumlah (2) = Rp 306,157.50
Jumlah (1) + (2) = Rp 4,722,286.5
Dolken kayu galam,f (8-10)cm,panjang 4m
BIDANG BANGUNAN12.17 1 m' Membuat kolom praktis beton bertulang (11 x 11) cm12.17.1 Bahan
0.002 M³ Kayu kelas III @ Rp 2,882,000.00 = Rp 5,764.00 0.010 Kg Paku biasa 5-12 cm @ Rp 14,950.00 = Rp 149.50 3.052 Kg Besi beton polos @ Rp 10,925.00 = Rp 33,343.10 0.450 Kg Kawat beton @ Rp 14,375.00 = Rp 6,468.75 4.000 Kg Semen portland @ Rp 984.00 = Rp 3,936.00 0.006 M³ Pasir beton @ Rp 144,000.00 = Rp 864.00
0.009 M³ Koral beton @ Rp 172,500.00 = Rp 1,552.50 Jumlah (1) = Rp 52,077.85
12.17.2 Tenaga0.180 Org Pekerja @ Rp 30,000.00 = Rp 5,400.00 0.020 Org Tukang batu @ Rp 35,000.00 = Rp 700.00 0.020 Org Tukang kayu @ Rp 35,000.00 = Rp 700.00 0.020 Org Tukang besi @ Rp 35,000.00 = Rp 700.00 0.006 Org Kepala tukang @ Rp 37,500.00 = Rp 225.00
0.009 Org Mandor Rp 40,000.00 = Rp 360.00 Jumlah (2) = Rp 8,085.00
Jumlah (1) + (2) = Rp 60,162.85
12.18 1 m' Membuat ring balok beton bertulang (11 x 15) cm12.18.1 Bahan
0.003 M³ Kayu kelas III @ Rp 2,882,000.00 = Rp 8,646.00 0.020 Kg Paku biasa 5-12 cm @ Rp 14,950.00 = Rp 299.00 3.274 Kg Besi beton polos @ Rp 10,925.00 = Rp 35,762.99 0.050 Kg Kawat beton @ Rp 14,375.00 = Rp 718.75 5.500 Kg Semen portland @ Rp 984.00 = Rp 5,412.00 0.009 M³ Pasir beton @ Rp 144,000.00 = Rp 1,296.00
0.015 M³ Koral beton @ Rp 172,500.00 = Rp 2,587.50 Jumlah (1) = Rp 54,722.24
12.18.2 Tenaga0.297 Org Pekerja @ Rp 30,000.00 = Rp 8,910.00 0.033 Org Tukang batu @ Rp 35,000.00 = Rp 1,155.00 0.033 Org Tukang kayu @ Rp 35,000.00 = Rp 1,155.00 0.033 Org Tukang besi @ Rp 35,000.00 = Rp 1,155.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
BIDANG BANGUNAN0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,350.00
Jumlah (1) + (2) = Rp 68,072.24
B. REKAPITULASI BETON STRUKTUR
1. BETON MUTU K 225
1 M3 BETON SLOOF 30/40 161 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
161.000 kg Pembesian @ Rp 12,180.13 = Rp 1,961,000.13
8.000 m2 Begesting beton @ Rp 81,853.75 = Rp 654,830.00
Jumlah = Rp 3,374,649.23
1 M3 BETON SLOOF 20/30 230 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
230.278 kg Pembesian @ Rp 12,180.13 = Rp 2,804,812.39
10.000 m2 Begesting beton @ Rp 81,853.75 = Rp 818,537.50
Jumlah = Rp 4,382,168.99
1 M3 BETON SLOOF 15/20 180 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
179.644 kg Pembesian @ Rp 12,180.13 = Rp 2,188,091.25
10.000 m2 Begesting beton @ Rp 81,853.75 = Rp 818,537.50
Jumlah = Rp 3,765,447.85
1 M3 BETON SLOOF 15/30 150 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
149.922 kg Pembesian @ Rp 12,180.13 = Rp 1,826,071.14
10.000 m2 Begesting beton @ Rp 81,853.75 = Rp 818,537.50
Jumlah = Rp 3,403,427.74
BIDANG BANGUNAN 1 M3 BETON POER 120 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
120.000 kg Pembesian @ Rp 12,180.13 = Rp 1,461,615.00
6.000 m2 Begesting beton @ Rp 81,853.75 = Rp 491,122.50
Jumlah = Rp 2,711,556.60
BIDANG BANGUNAN 1 M3 BETON STRAUS 120 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
120.000 kg Pembesian @ Rp 12,180.13 = Rp 1,461,615.00
Jumlah = Rp 2,220,434.10
1 M3 BETON KOLOM 20/20 209 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
209.367 kg Pembesian @ Rp 12,180.13 = Rp 2,550,112.58
8.000 m2 Begesting beton @ Rp 123,147.50 = Rp 985,180.00
Jumlah = Rp 4,294,111.68
1 M3 BETON KOLOM 30/30 198 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
198.296 kg Pembesian @ Rp 12,180.13 = Rp 2,415,273.72
8.000 m2 Begesting beton @ Rp 123,147.50 = Rp 985,180.00
Jumlah = Rp 4,159,272.82
1 M3 BETON KOLOM 25/30 200 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
200.000 kg Pembesian @ Rp 12,180.13 = Rp 2,436,025.00
8.000 m2 Begesting beton @ Rp 123,147.50 = Rp 985,180.00
Jumlah = Rp 4,180,024.10
1 M3 BETON KOLOM 40/40 146 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
BIDANG BANGUNAN146.000 kg Pembesian @ Rp 12,180.13 = Rp 1,778,298.25
8.000 m2 Begesting beton @ Rp 123,147.50 = Rp 985,180.00
Jumlah = Rp 3,522,297.35
1 M3 BETON BALOK 20/30 230 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
230.278 kg Pembesian @ Rp 12,180.13 = Rp 2,804,812.39
10.000 m2 Begesting beton @ Rp 127,470.50 = Rp 1,274,705.00
Jumlah = Rp 4,838,336.49
1 M3 BETON BALOK 30/40 182 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
182.306 kg Pembesian @ Rp 12,180.13 = Rp 2,220,505.00
11.000 m2 Begesting beton @ Rp 127,470.50 = Rp 1,402,175.50
Jumlah = Rp 4,381,499.60
1 M3 BETON BALOK 30/50 196 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
196.000 kg Pembesian @ Rp 12,180.13 = Rp 2,387,304.50
11.000 m2 Begesting beton @ Rp 127,470.50 = Rp 1,402,175.50
Jumlah = Rp 4,548,299.10
1 M3 BETON BALOK 20/40 200 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
200.000 kg Pembesian @ Rp 12,180.13 = Rp 2,436,025.00
12.000 m2 Begesting beton @ Rp 127,470.50 = Rp 1,529,646.00
Jumlah = Rp 4,724,490.10
1 M3 BETON LISTPLANK 90 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
90.000 kg Pembesian @ Rp 12,180.13 = Rp 1,096,211.25
BIDANG BANGUNAN12.000 m2 Begesting beton @ Rp 110,302.50 = Rp 1,323,630.00
Jumlah = Rp 3,178,660.35
1 M3 BETON DINDING 110 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
110.000 kg Pembesian @ Rp 12,180.13 = Rp 1,339,813.75
12.000 m2 Begesting beton @ Rp 110,302.50 = Rp 1,323,630.00
Jumlah = Rp 3,422,262.85
1 M3 BETON PLAT LANTAI 136 Kg Besi
1.000 m3 Spesi beton @ Rp 758,819.10 = Rp 758,819.10
135.640 kg Pembesian @ Rp 12,180.13 = Rp 1,652,112.15
8.33333 m2 Begesting beton @ Rp 246,295.00 = Rp 2,052,457.51
Jumlah = Rp 4,463,388.77
2. BETON MUTU K 300
1 M3 BETON SLOOF 30/40 161 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
161.000 kg Pembesian @ Rp 12,180.13 = Rp 1,961,000.13
8.000 m2 Begesting beton @ Rp 81,853.75 = Rp 654,830.00
Jumlah = Rp 3,399,676.48
1 M3 BETON SLOOF 20/30 230 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
230.278 kg Pembesian @ Rp 12,180.13 = Rp 2,804,812.39
10.000 m2 Begesting beton @ Rp 81,853.75 = Rp 818,537.50
Jumlah = Rp 4,407,196.24
1 M3 BETON SLOOF 15/20 180 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
BIDANG BANGUNAN179.644 kg Pembesian @ Rp 12,180.13 = Rp 2,188,091.25
10.000 m2 Begesting beton @ Rp 81,853.75 = Rp 818,537.50
Jumlah = Rp 3,790,475.10
1 M3 BETON SLOOF 15/30 150 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
149.922 kg Pembesian @ Rp 12,180.13 = Rp 1,826,071.14
10.000 m2 Begesting beton @ Rp 81,853.75 = Rp 818,537.50
Jumlah = Rp 3,428,454.99
1 M3 BETON POER 120 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
120.000 kg Pembesian @ Rp 12,180.13 = Rp 1,461,615.00
6.000 m2 Begesting beton @ Rp 81,853.75 = Rp 491,122.50
Jumlah = Rp 2,736,583.85
1 M3 BETON STRAUS 120 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
120.000 kg Pembesian @ Rp 12,180.13 = Rp 1,461,615.00
Jumlah = Rp 2,245,461.35
1 M3 BETON KOLOM 20/20 209 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
209.367 kg Pembesian @ Rp 12,180.13 = Rp 2,550,112.58
8.000 m2 Begesting beton @ Rp 123,147.50 = Rp 985,180.00
Jumlah = Rp 4,319,138.93
1 M3 BETON KOLOM 30/30 198 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
198.296 kg Pembesian @ Rp 12,180.13 = Rp 2,415,273.72
8.000 m2 Begesting beton @ Rp 123,147.50 = Rp 985,180.00
BIDANG BANGUNANJumlah = Rp 4,184,300.07
1 M3 BETON KOLOM 25/30 200 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
200.000 kg Pembesian @ Rp 12,180.13 = Rp 2,436,025.00
8.000 m2 Begesting beton @ Rp 123,147.50 = Rp 985,180.00
Jumlah = Rp 4,205,051.35
1 M3 BETON KOLOM 40/40 146 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
146.000 kg Pembesian @ Rp 12,180.13 = Rp 1,778,298.25
8.000 m2 Begesting beton @ Rp 123,147.50 = Rp 985,180.00
Jumlah = Rp 3,547,324.60
1 M3 BETON BALOK 20/30 230 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
230.278 kg Pembesian @ Rp 12,180.13 = Rp 2,804,812.39
10.000 m2 Begesting beton @ Rp 127,470.50 = Rp 1,274,705.00
Jumlah = Rp 4,863,363.74
1 M3 BETON BALOK 30/40 182 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
182.306 kg Pembesian @ Rp 12,180.13 = Rp 2,220,505.00
11.000 m2 Begesting beton @ Rp 127,470.50 = Rp 1,402,175.50
Jumlah = Rp 4,406,526.85
1 M3 BETON BALOK 30/50 196 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
196.000 kg Pembesian @ Rp 12,180.13 = Rp 2,387,304.50
11.000 m2 Begesting beton @ Rp 127,470.50 = Rp 1,402,175.50
Jumlah = Rp 4,573,326.35
BIDANG BANGUNAN
1 M3 BETON BALOK 20/40 200 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
200.000 kg Pembesian @ Rp 12,180.13 = Rp 2,436,025.00
12.000 m2 Begesting beton @ Rp 127,470.50 = Rp 1,529,646.00
Jumlah = Rp 4,749,517.35
1 M3 BETON LISTPLANK 90 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
90.000 kg Pembesian @ Rp 12,180.13 = Rp 1,096,211.25
12.000 m2 Begesting beton @ Rp 110,302.50 = Rp 1,323,630.00
Jumlah = Rp 3,203,687.60
1 M3 BETON DINDING 110 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
110.000 kg Pembesian @ Rp 12,180.13 = Rp 1,339,813.75
12.000 m2 Begesting beton @ Rp 110,302.50 = Rp 1,323,630.00
Jumlah = Rp 3,447,290.10
1 M3 BETON PLAT LANTAI 136 Kg Besi
1.000 m3 Spesi beton @ Rp 783,846.35 = Rp 783,846.35
135.640 kg Pembesian @ Rp 12,180.13 = Rp 1,652,112.15
8.33333 m2 Begesting beton @ Rp 246,295.00 = Rp 2,052,457.51
Jumlah = Rp 4,488,416.02
1.16 1 m' Pasang pagar beton pracetak ( 5 x 50 x 213 ) cm1.16.1 Bahan
0.986 Lbr Panel beton pracetak @ Rp - = Rp - 0.525 Btg Kolom beton pracetak @ Rp - = Rp - 0.074 M³ Pasir beton @ Rp 144,000.00 = Rp 10,656.00 0.146 M³ Koral beton @ Rp 172,500.00 = Rp 25,185.00
45.000 Kg Semen Portland @ Rp 984.00 = Rp 44,280.00
BIDANG BANGUNAN Jumlah (1) = Rp 80,121.00 1.16.2 Tenaga
0.125 Org Tukang batu @ Rp 35,000.00 = Rp 4,375.00 0.375 Org Pekerja @ Rp 30,000.00 = Rp 11,250.00 0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.019 Org Mandor @ Rp 40,000.00 = Rp 760.00 Jumlah (2) = Rp 16,835.00
Jumlah (1) + (2) = Rp 96,956.00
BIDANG BANGUNAN
3. ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING
3.1 1 m² Pasangan bata merah tebal 1 bata, 1 Pc : 1 Ps3.1.1 Bahan
140.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 43,120.00 64.030 Kg Semen portland @ Rp 984.00 = Rp 63,005.52
0.059 M³ Pasir pasang @ Rp 68,750.00 = Rp 4,056.25 Jumlah (1) = Rp 110,181.77
3.1.1 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 0.200 Org Tukang batu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 26,950.00
Jumlah (1) + (2) = Rp 137,131.77
3.2 1 m² Pasangan bata merah tebal 1 bata, 1 Pc : 2 Ps3.2.1 Bahan
140.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 43,120.00 43.500 Kg Semen portland @ Rp 984.00 = Rp 42,804.00
0.080 M³ Pasir pasang @ Rp 68,750.00 = Rp 5,500.00 Jumlah (1) = Rp 91,424.00
3.2.1 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 0.200 Org Tukang batu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 26,950.00
Jumlah (1) + (2) = Rp 118,374.00
3.3. 1 m² Pasangan bata merah tebal 1 bata, 1 Pc : 3 Ps3.3.1 Bahan
140.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 43,120.00 32.950 Kg Semen portland @ Rp 984.00 = Rp 32,422.80
0.091 M³ Pasir pasang @ Rp 68,750.00 = Rp 6,256.25 Jumlah (1) = Rp 81,799.05
3.3.1 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 0.200 Org Tukang batu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 26,950.00
Jumlah (1) + (2) = Rp 108,749.05
3.4 1 m² Pasangan bata merah tebal 1 bata, 1 Pc : 4 Ps3.4.1 Bahan
140.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 43,120.00 26.550 Kg Semen portland @ Rp 984.00 = Rp 26,125.20
0.093 M³ Pasir pasang @ Rp 68,750.00 = Rp 6,393.75 Jumlah (1) = Rp 75,638.95
3.4.1 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 0.200 Org Tukang batu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 26,950.00
Jumlah (1) + (2) = Rp 102,588.95
3.5 1 m² Pasangan bata merah tebal 1 bata, 1 Pc : 5 Ps3.5.1 Bahan
140.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 43,120.00
BIDANG BANGUNAN
22.200 Kg Semen portland @ Rp 984.00 = Rp 21,844.80
0.102 M³ Pasir pasang @ Rp 68,750.00 = Rp 7,012.50 Jumlah (1) = Rp 71,977.30
3.5.1 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 0.200 Org Tukang batu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 26,950.00
Jumlah (1) + (2) = Rp 98,927.30
3.6 1 m² Pasangan bata merah tebal 1 bata, 1 Pc : 6 Ps3.6.1 Bahan
140.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 43,120.00 18.500 Kg Semen portland @ Rp 984.00 = Rp 18,204.00
0.122 M³ Pasir pasang @ Rp 68,750.00 = Rp 8,387.50 Jumlah (1) = Rp 69,711.50
3.6.2 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 0.200 Org Tukang batu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 26,950.00
Jumlah (1) + (2) = Rp 96,661.50
3.7 1 m² Pasangan bata merah tebal 1 bata, 1 Pc : 3 Kp : 10 Ps3.7.1 Bahan
140.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 43,120.00 10.080 Kg Semen portland @ Rp 984.00 = Rp 9,918.72 0.0925 M³ Pasir pasang @ Rp 68,750.00 = Rp 6,359.38
0.0275 M³ Kapur @ = Rp - Jumlah (1) = Rp 59,398.10
3.7.2 Tenaga0.600 Org Pekerja @ Rp 30,000.00 = Rp 18,000.00 0.200 Org Tukang batu @ Rp 35,000.00 = Rp 7,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.030 Org Mandor @ Rp 40,000.00 = Rp 1,200.00 Jumlah (2) = Rp 26,950.00
Jumlah (1) + (2) = Rp 86,348.10
3.8 1 m² Pasangan bata merah tebal ½ bata, 1 Pc : 2 Ps3.8.1 Bahan
70.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 21,560.00 18.950 Kg Semen portland @ Rp 984.00 = Rp 18,646.80
0.038 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,612.50 Jumlah (1) = Rp 42,819.30
3.8.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,475.00
Jumlah (1) + (2) = Rp 56,294.30
3.9 1 m² Pasangan bata merah tebal ½ bata, 1 Pc : 3 Ps3.9.1 Bahan
70.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 21,560.00 14.370 Kg Semen portland @ Rp 984.00 = Rp 14,140.08
0.040 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,750.00 Jumlah (1) = Rp 38,450.08
3.9.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00
BIDANG BANGUNAN
0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,475.00
Jumlah (1) + (2) = Rp 51,925.08
3.10 1 m² Pasangan bata merah tebal ½ bata, 1 Pc : 4 Ps3.10.1 Bahan
70.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 21,560.00 11.500 Kg Semen portland @ Rp 984.00 = Rp 11,316.00
0.043 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,956.25 Jumlah (1) = Rp 35,832.25
3.10.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,475.00
Jumlah (1) + (2) = Rp 49,307.25
3.11 1 m² Pasangan bata merah tebal ½ bata, 1 Pc : 5 Ps3.11.1 Bahan
70.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 21,560.00 9.680 Kg Semen portland @ Rp 984.00 = Rp 9,525.12
0.045 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,093.75 Jumlah (1) = Rp 34,178.87
3.11.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,475.00
Jumlah (1) + (2) = Rp 47,653.87
3.12 1 m² Pasangan bata merah tebal ½ bata, 1 Pc : 6 Ps3.12.1 Bahan
70.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 21,560.00 8.320 Kg Semen portland @ Rp 984.00 = Rp 8,186.88
0.049 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,368.75 Jumlah (1) = Rp 33,115.63
3.12.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,475.00
Jumlah (1) + (2) = Rp 46,590.63
3.13 1 m² Pasangan bata merah tebal ½ bata, 1 Pc : 8 Ps3.13.1 Bahan
70.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 21,560.00 6.500 Kg Semen portland @ Rp 984.00 = Rp 6,396.00
0.050 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,437.50 Jumlah (1) = Rp 31,393.50
3.13.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,475.00
Jumlah (1) + (2) = Rp 44,868.50
BIDANG BANGUNAN
3.14 1 m² Pasangan bata merah tebal 1/2 bata, 1 Pc : 3 Kp : 10 Ps3.14.1 Bahan
140.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 43,120.00 4.500 Kg Semen portland @ Rp 984.00 = Rp 4,428.00 0.050 M³ Pasir pasang @ Rp 68,750.00 = Rp 3,437.50
0.015 M³ Kapur padam @ Rp - = Rp - Jumlah (1) = Rp 50,985.50
3.14.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,475.00
Jumlah (1) + (2) = Rp 64,460.50
3.15 1 m² Pasangan bata merah tebal 1/2 bata, 1 Kp : 1 Sm : 1 Ps3.15.1 Bahan
70.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 21,560.00 0.018 Kg Semen merah @ = Rp - 0.018 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,237.50
0.018 M³ Kapur padam @ Rp - = Rp - Jumlah (1) = Rp 22,797.50
3.15.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,475.00
Jumlah (1) + (2) = Rp 36,272.50
3.16 1 m² Pasangan bata merah tebal 1/2 bata, 1 Kp : 1 Sm : 2 Ps3.16.1 Bahan
70.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 308.00 = Rp 21,560.00 0.014 Kg Semen merah @ = Rp - 0.028 M³ Pasir pasang @ Rp 68,750.00 = Rp 1,925.00
0.014 M³ Kapur padam @ Rp - = Rp - Jumlah (1) = Rp 23,485.00
3.16.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,475.00
Jumlah (1) + (2) = Rp 36,960.00
3.17 1 m² Dinding Hollowblock (HB) 20, campuran spesi 1 Pc : 3 Ps3.17.1 Bahan
12.500 Bh HB 20 @ = Rp - 30.320 Kg Semen portland @ Rp 984.00 = Rp 29,834.88
0.728 M³ Pasir pasang @ Rp 68,750.00 = Rp 50,050.00
0.280 Kg @ = Rp - Jumlah (1) = Rp 79,884.88
3.17.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.150 Org Tukang batu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 15,412.50
Jumlah (1) + (2) = Rp 95,297.38
3.18 1 m² Dinding Hollowblock (HB) 20, campuran spesi 1 Pc : 4 Ps3.18.1 Bahan
Besi angkur f 8 mm
BIDANG BANGUNAN
12.500 Bh HB 20 @ = Rp - 24.260 Kg Semen portland @ Rp 984.00 = Rp 23,871.84
0.772 M³ Pasir pasang @ Rp 68,750.00 = Rp 53,075.00
0.280 Kg @ Rp - = Rp - Jumlah (1) = Rp 76,946.84
3.18.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.150 Org Tukang batu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 15,412.50
Jumlah (1) + (2) = Rp 92,359.34
3.19 1 m² Dinding Hollowblock (HB) 15, campuran spesi 1 Pc : 3 Ps3.19.1 Bahan
12.500 Bh HB 15 @ = Rp - 22.740 Kg Semen portland @ Rp 984.00 = Rp 22,376.16
0.550 M³ Pasir pasang @ Rp 68,750.00 = Rp 37,812.50
0.280 Kg @ Rp - = Rp - Jumlah (1) = Rp 60,188.66
3.19.2 Tenaga0.360 Org Pekerja @ Rp 30,000.00 = Rp 10,800.00 0.120 Org Tukang batu @ Rp 35,000.00 = Rp 4,200.00 0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.018 Org Mandor @ Rp 40,000.00 = Rp 720.00 Jumlah (2) = Rp 16,170.00
Jumlah (1) + (2) = Rp 76,358.66
3.20 1 m² Dinding Hollowblock (HB) 15, campuran spesi 1 Pc : 4 Ps3.20.1 Bahan
12.500 Bh HB 15 @ = Rp - 18.200 Kg Semen portland @ Rp 984.00 = Rp 17,908.80
0.582 M³ Pasir pasang @ Rp 68,750.00 = Rp 40,012.50
0.280 Kg @ Rp - = Rp - Jumlah (1) = Rp 57,921.30
3.20.2 Tenaga0.360 Org Pekerja @ Rp 30,000.00 = Rp 10,800.00 0.120 Org Tukang batu @ Rp 35,000.00 = Rp 4,200.00 0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.018 Org Mandor @ Rp 40,000.00 = Rp 720.00 Jumlah (2) = Rp 16,170.00
Jumlah (1) + (2) = Rp 74,091.30
3.21 1 m² Dinding Hollowblock (HB) 10, campuran spesi 1 Pc : 3 Ps3.21.1 Bahan
12.500 Bh HB 10 @ = Rp - 15.160 Kg Semen portland @ Rp 984.00 = Rp 14,917.44
0.364 M³ Pasir pasang @ Rp 68,750.00 = Rp 25,025.00
0.280 Kg @ Rp - = Rp - Jumlah (1) = Rp 39,942.44
3.21.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,475.00
Jumlah (1) + (2) = Rp 53,417.44
3.22 1 m² Dinding Hollowblock (HB) 10, campuran spesi 1 Pc : 4 Ps3.22.1 Bahan
12.500 Bh HB 10 @ = Rp - 12.130 Kg Semen portland @ Rp 984.00 = Rp 11,935.92
Besi angkur f 8 mm
Besi angkur f 8 mm
Besi angkur f 8 mm
Besi angkur f 8 mm
BIDANG BANGUNAN
0.388 M³ Pasir pasang @ Rp 68,750.00 = Rp 26,675.00
0.280 Kg @ Rp - = Rp - Jumlah (1) = Rp 38,610.92
3.22.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,475.00
Jumlah (1) + (2) = Rp 52,085.92
Besi angkur f 8 mm
BIDANG BANGUNAN
3.23 1 m² Pasangan dinding bataco 1 Pc : 3 Ps3.23.1 Bahan
12.500 Bh Bataco @ Rp 3,080.00 = Rp 38,500.00 10.450 Kg Semen portland @ Rp 984.00 = Rp 10,282.80
0.038 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,612.50 Jumlah (1) = Rp 51,395.30
3.23.2 Tenaga0.320 Org Pekerja @ Rp 30,000.00 = Rp 9,600.00 0.120 Org Tukang batu @ Rp 35,000.00 = Rp 4,200.00 0.012 Org Kepala tukang @ Rp 37,500.00 = Rp 450.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 14,850.00
Jumlah (1) + (2) = Rp 66,245.30
3.24 1 m² Pasangan dinding roster / terawang (12 x 11 x 24) cm, campuran spesi 1PC:3PP3.24.1 Bahan
30.000 Bh Roster / terawang @ Rp 6,900.00 = Rp 207,000.00 14.000 Kg Semen portland @ Rp 984.00 = Rp 13,776.00
0.032 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,200.00 Jumlah (1) = Rp 222,976.00
3.24.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,475.00
Jumlah (1) + (2) = Rp 236,451.00
3.25 1 m² Pasangan dinding roster / terawang (12 x 11 x 24) cm, campuran spesi 1PC : 4PP3.25.1 Bahan
30.000 Bh Roster / terawang @ Rp 6,900.00 = Rp 207,000.00 11.000 Kg Semen portland @ Rp 984.00 = Rp 10,824.00
0.035 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,406.25 Jumlah (1) = Rp 220,230.25
3.25.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.100 Org Tukang batu @ Rp 35,000.00 = Rp 3,500.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 13,475.00
Jumlah (1) + (2) = Rp 233,705.25
3.26 1 m² Pasangan dinding bata berongga ekspose uk.(5 x 11 x 24) cm, campuran spesi 1PC : 3PS3.26.1 Bahan
70.000 Bh Bata berongga ekspose @ Rp 6,900.00 = Rp 483,000.00 14.000 Kg Semen portland @ Rp 984.00 = Rp 13,776.00
0.032 M³ Pasir pasang @ Rp 68,750.00 = Rp 2,200.00 Jumlah (1) = Rp 498,976.00
3.26.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.150 Org Tukang batu @ Rp 35,000.00 = Rp 5,250.00 0.015 Org Kepala tukang @ Rp 37,500.00 = Rp 562.50
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 15,412.50
Jumlah (1) + (2) = Rp 514,388.50
BIDANG BANGUNAN
4. ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI
4.1 1 m³ Pasang pondasi batu belah, 1 Pc : 3 Ps4.1.1 Bahan
1.200 M³ Batu belah 15/20 cm @ Rp 77,000.00 = Rp 92,400.00 202.000 Kg Semen portland @ Rp 984.00 = Rp 198,768.00
0.485 M³ Pasir pasang @ Rp 68,750.00 = Rp 33,343.75 Jumlah (1) = Rp 324,511.75
4.1.2 Tenaga1.500 Org Pekerja @ Rp 30,000.00 = Rp 45,000.00 0.600 Org Tukang batu @ Rp 35,000.00 = Rp 21,000.00 0.060 Org Kepala tukang @ Rp 37,500.00 = Rp 2,250.00
0.075 Org Mandor @ Rp 40,000.00 = Rp 3,000.00 Jumlah (2) = Rp 71,250.00
Jumlah (1) + (2) = Rp 395,761.75
4.1 1 m³ Pasang pondasi batu belah, 1 Pc : 5 Ps4.1.1 Bahan
1.200 M³ Batu belah 15/20 cm @ Rp 77,000.00 = Rp 92,400.00 136.000 Kg Semen portland @ Rp 984.00 = Rp 133,824.00
0.544 M³ Pasir pasang @ Rp 68,750.00 = Rp 37,400.00 Jumlah (1) = Rp 263,624.00
4.1.2 Tenaga1.500 Org Pekerja @ Rp 30,000.00 = Rp 45,000.00 0.600 Org Tukang batu @ Rp 35,000.00 = Rp 21,000.00 0.060 Org Kepala tukang @ Rp 37,500.00 = Rp 2,250.00
0.075 Org Mandor @ Rp 40,000.00 = Rp 3,000.00 Jumlah (2) = Rp 71,250.00
Jumlah (1) + (2) = Rp 334,874.00
4.1. 1 m³ Pasang pondasi batu kali, 1 Pc : 6 Ps4.1.1 Bahan
1.200 M³ Batu belah 15/20 cm @ Rp 77,000.00 = Rp 92,400.00 117.000 Kg Semen portland @ Rp 984.00 = Rp 115,128.00
0.561 M³ Pasir pasang @ Rp 68,750.00 = Rp 38,568.75 Jumlah (1) = Rp 246,096.75
4.1.2 Tenaga1.500 Org Pekerja @ Rp 30,000.00 = Rp 45,000.00 0.600 Org Tukang batu @ Rp 35,000.00 = Rp 21,000.00 0.060 Org Kepala tukang @ Rp 37,500.00 = Rp 2,250.00
0.075 Org Mandor @ Rp 40,000.00 = Rp 3,000.00 Jumlah (2) = Rp 71,250.00
Jumlah (1) + (2) = Rp 317,346.75
1 m³ Pasang pondasi batu kali, 1 Pc : 8 Ps4.1.1 Bahan
1.200 M³ Batu belah 15/20 cm @ Rp 77,000.00 = Rp 92,400.00 91.000 Kg Semen portland @ Rp 984.00 = Rp 89,544.00
0.584 M³ Pasir pasang @ Rp 68,750.00 = Rp 40,150.00 Jumlah (1) = Rp 222,094.00
4.1.2 Tenaga1.500 Org Pekerja @ Rp 30,000.00 = Rp 45,000.00 0.600 Org Tukang batu @ Rp 35,000.00 = Rp 21,000.00 0.060 Org Kepala tukang @ Rp 37,500.00 = Rp 2,250.00
0.075 Org Mandor @ Rp 40,000.00 = Rp 3,000.00 Jumlah (2) = Rp 71,250.00
Jumlah (1) + (2) = Rp 293,344.00
4.2. 1 m³ Pasang pondasi batu belah, 1 Pc : 4 Ps4.2.1 Bahan
1.200 M³ Batu belah 15/20 cm @ Rp 77,000.00 = Rp 92,400.00 163.000 Kg Semen portland @ Rp 984.00 = Rp 160,392.00
0.520 M³ Pasir pasang @ Rp 68,750.00 = Rp 35,750.00
BIDANG BANGUNAN
Jumlah (1) = Rp 288,542.00 4.2.2 Tenaga
1.500 Org Pekerja @ Rp 30,000.00 = Rp 45,000.00 0.600 Org Tukang batu @ Rp 35,000.00 = Rp 21,000.00 0.060 Org Kepala tukang @ Rp 37,500.00 = Rp 2,250.00
0.075 Org Mandor @ Rp 40,000.00 = Rp 3,000.00 Jumlah (2) = Rp 71,250.00
Jumlah (1) + (2) = Rp 359,792.00
4.3. 1 m³ Pasang pondasi batu kosong / Aanstampeng4.3.1 Bahan
1.200 M³ Batu belah 15/20 cm @ Rp 77,000.00 = Rp 92,400.00
0.432 M³ Pasir urug @ Rp 54,560.00 = Rp 23,569.92 Jumlah (1) = Rp 115,969.92
4.3.2 Tenaga0.780 Org Pekerja @ Rp 30,000.00 = Rp 23,400.00 0.390 Org Tukang batu @ Rp 35,000.00 = Rp 13,650.00 0.039 Org Kepala tukang @ Rp 37,500.00 = Rp 1,462.50
0.039 Org Mandor @ Rp 40,000.00 = Rp 1,560.00 Jumlah (2) = Rp 40,072.50
Jumlah (1) + (2) = Rp 156,042.42
4.4. 1 m³ Pasang pondasi sumuran diameter 100 Cm4.4.1 Bahan
0.450 M³ Batu belah 15/20 cm @ Rp 77,000.00 = Rp 34,650.00 194.00 Kg Semen portland @ Rp 984.00 = Rp 190,896.00
0.312 M³ Pasir beton @ Rp 144,000.00 = Rp 44,928.00
0.468 M³ Koral beton @ Rp 172,500.00 = Rp 80,730.00 Jumlah (1) = Rp 351,204.00
4.4.2 Tenaga2.380 Org Pekerja @ Rp 30,000.00 = Rp 71,400.00 0.300 Org Tukang batu @ Rp 35,000.00 = Rp 10,500.00 0.030 Org Kepala tukang @ Rp 37,500.00 = Rp 1,125.00
0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00 Jumlah (2) = Rp 86,225.00
Jumlah (1) + (2) = Rp 437,429.00
4.5. 1 m' Pembuatan tiang pancang (40 x 40) Cm, beton bertulang4.5.1 Bahan
0.019 M³ Pasir urug darat @ Rp 54,560.00 = Rp 1,036.64 0.094 M³ Pasir beton @ Rp 144,000.00 = Rp 13,536.00 0.150 M³ Koral beton @ Rp 172,500.00 = Rp 25,875.00 60.50 Kg Semen portland @ Rp 984.00 = Rp 59,532.00 45.00 Kg Besi beton @ Rp 10,925.00 = Rp 491,625.00 0.900 Kg Kawat beton @ Rp 14,375.00 = Rp 12,937.50 0.032 M³ Kayu kaso 5/7 @ Rp 2,772,000.00 = Rp 88,704.00 0.120 Kg Paku @ Rp 14,950.00 = Rp 1,794.00 0.090 Lt Minyak bekisting @ Rp 28,175.00 = Rp 2,535.75
0.240 Kg Plamuur tembok @ Rp 5,750.00 = Rp 1,380.00 Jumlah (1) = Rp 698,955.89
4.5.2 Tenaga1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 0.670 Org Tukang batu @ Rp 35,000.00 = Rp 23,450.00 0.067 Org Kepala tukang @ Rp 37,500.00 = Rp 2,512.50
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah (2) = Rp 57,962.50
Jumlah (1) + (2) = Rp 756,918.39
4.6. 1 m' Pembuatan tiang pancang (35 x 35) Cm, beton bertulang4.6.1 Bahan
0.016 M³ Pasir urug darat @ Rp 54,560.00 = Rp 872.96 0.080 M³ Pasir beton @ Rp 144,000.00 = Rp 11,520.00 0.125 M³ Koral beton @ Rp 172,500.00 = Rp 21,562.50 49.00 Kg Semen portland @ Rp 984.00 = Rp 48,216.00 34.50 Kg Besi beton @ Rp 10,925.00 = Rp 376,912.50
BIDANG BANGUNAN
0.700 Kg Kawat beton @ Rp 14,375.00 = Rp 10,062.50 0.027 M³ Kayu kaso 5/7 @ Rp 2,772,000.00 = Rp 74,844.00 0.120 Kg Paku @ Rp 14,950.00 = Rp 1,794.00 0.090 Lt Minyak bekisting @ Rp 28,175.00 = Rp 2,535.75
0.200 Kg Plamur tembok @ Rp 5,750.00 = Rp 1,150.00 Jumlah (1) = Rp 549,470.21
4.6.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 0.500 Org Tukang batu @ Rp 35,000.00 = Rp 17,500.00 0.050 Org Kepala tukang @ Rp 37,500.00 = Rp 1,875.00
0.040 Org Mandor @ Rp 40,000.00 = Rp 1,600.00 Jumlah (2) = Rp 44,975.00
Jumlah (1) + (2) = Rp 594,445.21
BIDANG BANGUNAN
2. ANALISA BIAYA KONSTRUKSI PEKERJAAN TANAH
2.1. 1 m³ Galian tanah biasa 2.1.1 Tenaga
0.750 Org Pekerja @ Rp 30,000.00 = Rp 22,500.00
0.025 Org Mandor @ Rp 40,000.00 = Rp 1,000.00 Jumlah = Rp 23,500.00
2.2. 1 m³ Galian tanah biasa sedalam 2 meter2.2.1 Tenaga
0.900 Org Pekerja @ Rp 30,000.00 = Rp 27,000.00
0.045 Org Mandor @ Rp 40,000.00 = Rp 1,800.00 Jumlah = Rp 28,800.00
2.3. 1 m³ Galian tanah biasa sedalam 3 meter2.3.1 Tenaga
1.050 Org Pekerja @ Rp 30,000.00 = Rp 31,500.00
0.067 Org Mandor @ Rp 40,000.00 = Rp 2,680.00 Jumlah = Rp 34,180.00
2.4. 1 m³ Galian tanah keras 2.4.1 Tenaga 1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00
0.032 Org Mandor @ Rp 40,000.00 = Rp 1,280.00 Jumlah = Rp 31,280.00
2.5. 1 m³ Galian tanah cadas sedalam 1 meter2.5.1 Tenaga 1.500 Org Pekerja @ Rp 30,000.00 = Rp 45,000.00
0.060 Org Mandor @ Rp 40,000.00 = Rp 2,400.00 Jumlah = Rp 47,400.00
2.6. 1 m³ Galian tanah lumpur 2.6.1 Tenaga
1.200 Org Pekerja @ Rp 30,000.00 = Rp 36,000.00
0.045 Org Mandor @ Rp 40,000.00 = Rp 1,800.00 Jumlah = Rp 37,800.00
2.7. 1 m2 Pekerjaan Stripping tebing Setinggi 1 meter2.7.1 Tenaga
0.050 Org Pekerja @ Rp 30,000.00 = Rp 1,500.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah = Rp 1,700.00
2.8. 1 m³ Pembuangan Tanah Sejauh 30 Meter2.8.1 Tenaga
0.330 Org Pekerja @ Rp 30,000.00 = Rp 9,900.00
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah = Rp 10,300.00
BIDANG BANGUNAN
2.9. 1 m³ Pembuangan Tanah Sejauh 150 Meter2.9.1 Tenaga
0.516 Org Pekerja @ Rp 30,000.00 = Rp 15,480.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah = Rp 17,480.00
2.10. 1 m³ Urugan kembali2.10.1 Tenaga
0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00
0.008 Org Mandor @ Rp 40,000.00 = Rp 333.33 Jumlah = Rp 7,833.33
2.11. 1 m³ Pemadatan Tanah2.11.1 Tenaga
0.500 Org Pekerja @ Rp 30,000.00 = Rp 15,000.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah = Rp 17,000.00
BIDANG BANGUNAN
2.12. 1 m³ Urugan pasir2.12.1 Bahan
1.200 M³ Pasir urug @ Rp 54,560.00 = Rp 65,472.00 Jumlah (1) = Rp 65,472.00
2.12.2 Tenaga0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00
0.010 Org Mandor @ Rp 40,000.00 = Rp 400.00 Jumlah (2) = Rp 9,400.00
Jumlah (1) + (2) = Rp 74,872.00
2.13. 1 m³ Urugan sirtu2.13.1 Bahan
1.200 M³ Sirtu @ Rp 57,970.00 = Rp 69,564.00 Jumlah (1) = Rp 69,564.00
2.13.2 Tenaga0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00
0.025 Org Mandor @ Rp 40,000.00 = Rp 1,000.00 Jumlah (2) = Rp 8,500.00
Jumlah (1) + (2) = Rp 78,064.00
2.14. 1 m³ Cut & Fill2.14.1 Gali tanah dengan alat berat ( m3 )
0.007 Org Mandor @ Rp 40,000.00 = Rp 280.00 0.226 Org Pekerja tak terampil @ Rp 30,000.00 = Rp 6,780.00 0.070 jam Sewa dump truck @ Rp 97,500.00 = Rp 6,825.00
0.067 jam Sewa escavator @ Rp 150,000.00 = Rp 10,050.00 Jumlah (1) = Rp 23,935.00
2.14.2 Pengurugan tanah dengan pemadatan ( m3 )0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 0.500 Org Pekerja tak terampil @ Rp 30,000.00 = Rp 15,000.00
0.02125 jam Sewa alat bantu @ Rp 44,800.00 = Rp 952.00 Jumlah (2) = Rp 17,952.00
Jumlah (1) + (2) = Rp 41,887.00
2.15. Mengurug kembali 1 m3 galianMengurug kembali 1 m3 galian dihitung dari 1/3 kali dari indeks pekerjaan galian
2.16. Memadatkan 1 m³ tanah ( per 20 cm )2.16.1 Tenaga
0.500 Org Pekerja @ Rp 30,000.00 = Rp 15,000.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah = Rp 17,000.00
2.17. Memasang 1 m3 Lapisan pudel campuran 1 KP : 3 PP : 7 TL2.17.1 Bahan
0.135 m3 Kapur Padam ( KP ) @ Rp - = Rp - 0.400 m3 Pasir Pasang ( PP ) @ Rp - = Rp -
0.948 m3 Tanah Liat ( TL ) @ Rp - = Rp - Jumlah (1) = Rp -
BIDANG BANGUNAN
2.17.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 0.400 Org Tukang batu @ Rp 35,000.00 Rp 14,000.00 0.040 Org Kepala tukang @ Rp 37,500.00 = Rp 1,500.00
0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00 Jumlah (2) = Rp 42,700.00
Jumlah (1) + (2) = Rp 42,700.00
2.18. Memasang 1 m3 Lapisan pudel campuran 1 KP : 5 TL2.18.1 Bahan
0.248 m3 Kapur Padam ( KP ) @ Rp - = Rp -
1.240 m3 Tanah Liat ( TL ) @ Rp - = Rp - Jumlah (1) = Rp -
2.18.2 Tenaga0.800 Org Pekerja @ Rp 30,000.00 = Rp 24,000.00 0.400 Org Tukang batu @ Rp 35,000.00 Rp 14,000.00 0.040 Org Kepala tukang @ Rp 37,500.00 = Rp 1,500.00
0.080 Org Mandor @ Rp 40,000.00 = Rp 3,200.00 Jumlah (2) = Rp 42,700.00
Jumlah (1) + (2) = Rp 42,700.00
2.19. Memasang 1 m3 Lapisan ijuk tebal 10 cm2.19.1 Bahan
6.000 kg Ijuk @ Rp - = Rp - Jumlah (1) = Rp -
2.19.2 Tenaga0.150 Org Pekerja @ Rp 30,000.00 = Rp 4,500.00
0.015 Org Mandor @ Rp 40,000.00 = Rp 600.00 Jumlah (2) = Rp 5,100.00
Jumlah (1) + (2) = Rp 5,100.00
2.20. Mengurug 1 m3 Sirtu padat untuk peninggian lantai bangunan2.20.1 Bahan
1.200 m3 Sirtu kelas C @ Rp 57,970.00 = Rp 69,564.00 Jumlah (1) = Rp 69,564.00
2.20.2 Tenaga0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00
0.025 Org Mandor @ Rp 40,000.00 = Rp 1,000.00 Jumlah (2) = Rp 8,500.00
Jumlah (1) + (2) = Rp 78,064.00
BIDANG BANGUNAN
1. ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN
1.1 1 m' Pagar sementara dari kayu tinggi 2 meter1.1.1 Bahan
1.250 Btg @ Rp 8,250.00 = Rp 10,312.50 2.500 Kg Semen Portland @ Rp 984.00 = Rp 2,460.00 0.005 M³ Pasir beton @ Rp 144,000.00 = Rp 720.00 0.009 M³ Koral beton @ Rp 172,500.00 = Rp 1,552.50 0.072 M³ Kayu 5/7 @ Rp 2,772,000.00 = Rp 199,584.00 0.060 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 897.00
0.400 Lt Residu @ Rp 18,000.00 = Rp 7,200.00 Jumlah (1) = Rp 222,726.00
1.1.2 Tenaga0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.400 Org Pekerja @ Rp 30,000.00 = Rp 12,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.020 Org Mandor @ Rp 40,000.00 = Rp 800.00 Jumlah (2) = Rp 20,550.00
Jumlah (1) + (2) = Rp 243,276.00
1.2 1 m' Pagar sementara dari seng gelombang tinggi 2 meter1.2.1 Bahan
1.250 Btg @ Rp 8,250.00 = Rp 10,312.50 2.500 Kg Semen Portland @ Rp 984.00 = Rp 2,460.00 1.200 Lbr Seng gelombang 3" - 5" @ Rp 74,910.00 = Rp 89,892.00 0.005 M³ Pasir beton @ Rp 144,000.00 = Rp 720.00 0.009 M³ Koral beton @ Rp 172,500.00 = Rp 1,552.50 0.072 M³ Kayu 5/7 @ Rp 2,772,000.00 = Rp 199,584.00 0.060 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 897.00
0.450 Kg Meni besi @ Rp 25,875.00 = Rp 11,643.75 Jumlah (1) = Rp 317,061.75
1.2.2 Tenaga0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.400 Org Pekerja @ Rp 30,000.00 = Rp 12,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.020 Org Mandor @ Rp 40,000.00 = Rp 800.00 Jumlah (2) = Rp 20,550.00
Jumlah (1) + (2) = Rp 337,611.75
1.3 1 m' Pagar sementara dari kawat duri tinggi 1.8 meter1.3.1 Bahan
1.000 Btg @ Rp 8,250.00 = Rp 8,250.00 2.000 Kg Semen Portland @ Rp 984.00 = Rp 1,968.00
25.000 Kg Kawat duri @ Rp 7,425.00 = Rp 185,625.00 0.005 M³ Pasir beton @ Rp 144,000.00 = Rp 720.00 0.009 M³ Koral beton @ Rp 172,500.00 = Rp 1,552.50
0.060 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 897.00 Jumlah (1) = Rp 199,012.50
1.3.2 Tenaga0.200 Org Tukang kayu @ Rp 35,000.00 = Rp 7,000.00 0.300 Org Pekerja @ Rp 30,000.00 = Rp 9,000.00 0.020 Org Kepala tukang @ Rp 37,500.00 = Rp 750.00
0.020 Org Mandor @ Rp 40,000.00 = Rp 800.00 Jumlah (2) = Rp 17,550.00
Jumlah (1) + (2) = Rp 216,562.50
1.4 1 m' Pengukuran dan pemasangan bouwplank 1.4.1 Bahan
0.012 M³ Kayu 5/7 @ Rp 2,772,000.00 = Rp 33,264.00 0.020 Kg Paku biasa 2" - 5" @ Rp 14,950.00 = Rp 299.00
0.007 M³ Kayu papan 3/20 meranti @ Rp 2,882,000.00 = Rp 20,174.00
Dolken kayu f 8-10/400 cm
Dolken kayu f 8-10/400 cm
Dolken kayu f 8-10/400 cm
BIDANG BANGUNAN
Jumlah (1) = Rp 53,737.00 1.4.2 Tenaga
0.100 Org Tukang kayu @ Rp 35,000.00 = Rp 3,500.00 0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00 0.010 Org Kepala tukang @ Rp 37,500.00 = Rp 375.00
0.005 Org Mandor @ Rp 40,000.00 = Rp 200.00 Jumlah (2) = Rp 7,075.00
Jumlah (1) + (2) = Rp 60,812.00
1.5 1 m² Pembuatan kantor sementara, dengan lantai plesteran1.5.1 Bahan
0.180 M³ Kayu @ Rp 2,772,000.00 = Rp 498,960.00 0.850 Kg Paku biasa @ Rp 14,950.00 = Rp 12,707.50 1.100 Kg Besi strip @ Rp 10,925.00 = Rp 12,017.50
35.000 Kg Semen Portland @ Rp 984.00 = Rp 34,440.00 0.150 M³ Pasir pasang @ Rp 68,750.00 = Rp 10,312.50 0.100 M³ Pasir beton @ Rp 144,000.00 = Rp 14,400.00 0.150 M³ Koral beton @ Rp 172,500.00 = Rp 25,875.00
30.000 Bh Bata merah @ Rp 308.00 = Rp 9,240.00 0.250 Lbr Seng plat @ Rp 19,712.00 = Rp 4,928.00 2.000 Bh Jendela nako @ Rp 18,700.00 = Rp 37,400.00 0.080 M² Kaca polos @ Rp 67,760.00 = Rp 5,420.80 0.150 Bh Kunci tanam @ Rp 60,500.00 = Rp 9,075.00
0.060 Lmb Plywood 4 mm @ Rp 57,805.00 = Rp 3,468.30 Jumlah (1) = Rp 678,244.60
1.5.2 Tenaga2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 1.000 Org Tukang batu @ Rp 35,000.00 = Rp 35,000.00 2.000 Org Pekerja @ Rp 30,000.00 = Rp 60,000.00 0.300 Org Kepala tukang @ Rp 37,500.00 = Rp 11,250.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah (2) = Rp 178,250.00
Jumlah (1) + (2) = Rp 856,494.60
1.6. 1 m² Pembuatan gudang semen dan alat - alat1.6.1 Bahan
0.210 M³ Kayu @ Rp 2,772,000.00 = Rp 582,120.00 0.300 Kg Paku biasa @ Rp 14,950.00 = Rp 4,485.00
10.500 Kg Semen Portland @ Rp 984.00 = Rp 10,332.00 0.030 M³ Pasir beton @ Rp 144,000.00 = Rp 4,320.00 0.050 M³ Koral beton @ Rp 172,500.00 = Rp 8,625.00
1.500 Lbr Seng gelombang BJLS 30 @ Rp 74,910.00 = Rp 112,365.00 Jumlah (1) = Rp 722,247.00
1.6.2 Tenaga2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah (2) = Rp 109,500.00
Jumlah (1) + (2) = Rp 831,747.00
BIDANG BANGUNAN
1.7 1 m² Pembuatan rumah jaga / konstruksi kayu1.7.1 Bahan
0.276 M³ Kayu @ Rp 2,772,000.00 = Rp 765,072.00 0.700 Kg Paku biasa @ Rp 14,950.00 = Rp 10,465.00
1.500 Lbr Seng gelombang BJLS 30 @ Rp 74,910.00 = Rp 112,365.00 Jumlah (1) = Rp 887,902.00
1.7.2 Tenaga1.500 Org Tukang kayu @ Rp 35,000.00 = Rp 52,500.00 1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 0.150 Org Kepala tukang @ Rp 37,500.00 = Rp 5,625.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah (2) = Rp 90,125.00
Jumlah (1) + (2) = Rp 978,027.00
1.8 1 m² Membersihkan lapangan dan perataan1.8.1 Tenaga
0.100 Org Pekerja @ Rp 30,000.00 = Rp 3,000.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah = Rp 5,000.00
1.9 1 m2 Pembuatan bedeng buruh1.9.1 Bahan
1.250 Btg @ Rp 8,250.00 = Rp 10,312.50 0.186 M³ Kayu @ Rp 2,772,000.00 = Rp 515,592.00 0.300 Kg Paku biasa @ Rp 14,950.00 = Rp 4,485.00
18.000 Kg Semen Portland @ Rp 984.00 = Rp 17,712.00 0.030 M³ Pasir beton @ Rp 144,000.00 = Rp 4,320.00 0.050 M³ Koral beton @ Rp 172,500.00 = Rp 8,625.00 1.500 Lbr Seng gelombang BJLS 32 @ Rp 74,910.00 = Rp 112,365.00
1.350 Lbr Plywood 4 mm @ Rp 57,805.00 = Rp 78,036.75 Jumlah (1) = Rp 751,448.25
1.9.2 Tenaga2.000 Org Tukang kayu @ Rp 35,000.00 = Rp 70,000.00 1.000 Org Pekerja @ Rp 30,000.00 = Rp 30,000.00 0.200 Org Kepala tukang @ Rp 37,500.00 = Rp 7,500.00
0.050 Org Mandor @ Rp 40,000.00 = Rp 2,000.00 Jumlah (2) = Rp 109,500.00
Jumlah (1) + (2) = Rp 860,948.25
1.10 1 m² Pembuatan bak adukan ukuran ( 40 x 50 x 20 ) cm1.10.1 Bahan
0.036 M³ Kayu terentang @ Rp 2,772,000.00 = Rp 99,792.00 0.080 Kg Paku biasa @ Rp 14,950.00 = Rp 1,196.00
1.000 Btg Kaso 5/7 @ Rp 2,772,000.00 = Rp 2,772,000.00 Jumlah (1) = Rp 2,872,988.00
1.10.2 Tenaga0.300 Org Tukang kayu @ Rp 35,000.00 = Rp 10,500.00
0.0015 Org Mandor @ Rp 40,000.00 = Rp 60.00 Jumlah (2) = Rp 10,560.00
Jumlah (1) + (2) = Rp 2,883,548.00
1.11 1 m² Pembuatan stegger dari bambu, ukuran (40 x 50 x 20) cm1.11.1 Bahan
1.000 Btg @ Rp 18,480.00 = Rp 18,480.00
0.250 Kg Tali ijuk @ = Rp - Jumlah (1) = Rp 18,480.00
1.11.2 Tenaga0.017 Org Tukang kayu @ Rp 35,000.00 = Rp 595.00 0.250 Org Pekerja @ Rp 30,000.00 = Rp 7,500.00 0.002 Org Kepala tukang @ Rp 37,500.00 = Rp 75.00
0.013 Org Mandor @ Rp 40,000.00 = Rp 520.00
Dolken kayu f 8-10/400 cm
Bambu f 6 - 8/600 cm
BIDANG BANGUNAN
Jumlah (2) = Rp 8,690.00 Jumlah (1) + (2) = Rp 27,170.00
