Analisis Harga Upah Dan Bahan Bangunan2

DAFTAR HARGA SATUAN UPAH DAN BAHAN

PEKERJAAN PEMBANGUNAN GEDUNG NEGARA

NO URAIAN HARGA SATUAN

A HARGA SATUAN UPAH1 Pekerja @ Rp. 40,000.00 / Hari.2 Mandor @ Rp. 49,500.00 / Hari.3 Tukang kayu @ Rp. 52,250.00 / Hari.4 Kepala Tukang @ Rp. 60,500.00 / Hari.5 @ Rp. 52,250.00 / Hari.6 Masinis @ Rp. 52,250.00 / Hari.7 Jaga malam @ Rp. 40,000.00 / Hari.

B HARGA SATUAN BAHANI. G A L I A N

1 @ Rp. 44,000.00 / M³.2 Pasir timbun @ Rp. 51,700.00 / M³.3 Pasir Pasang @ Rp. 78,650.00 / M³.4 Sirtu Kerikil kotor @ Rp. 82,500.00 / M³.5 @ Rp. 148,500.00 / M³.6 Batu kali 15 - 20 cm @ Rp. 104,500.00 / M³.7 Batu Koral 10 - 12,5 cm @ Rp. 114,950.00 / M³.8 Batu pecah 1 - 2 cm @ Rp. 217,250.00 / M³.9 Batu pecah 2 - 3 cm @ Rp. 175,700.00 / M³.

10 Batu pecah 3 - 5 cm @ Rp. 167,750.00 / M³.11 Batu pecah 5 - 7 cm @ Rp. 151,750.00 / M³.12 Batu bata besar (jumbo) @ Rp. 400.00 / Bh13 Batu bata mesin @ Rp. 450.00 / M³.14 Batu krawang 20 x 20 cm @ Rp. 32,500.00 / M³.15 Batu mangga @ Rp. 113,000.00 / M³.16 Batu kacang @ Rp. 135,000.00 / M³.17 Splyt/kepala pasir @ Rp. 170,000.00 / M³.18 Semen PC @ 40 Kg @ Rp. 33,000.00 / Zak19 Semen putih @ 40 Kg @ Rp. 84,700.00 / Zak20 Kapur pasang @ Rp. 600.00 / Kg21 Kapur basah/dinding @ Rp. 1,570.00 / Kg

II. K A Y U22 Broti/papan kayu meranti/kayu sembarang @ Rp. 2,550,000.00 / M³.23 Broti kayu meranti @ Rp. 3,425,000.00 / M³.24 Broti kayu damar laut @ Rp. 5,130,000.00 / M³.25 Papan kayu meranti @ Rp. 3,550,000.00 / M³.26 Papan kayu meranti batu @ Rp. 5,450,000.00 / M³.27 Papan kayu damar laut @ Rp. 5,600,000.00 / M³.28 Kayu laut ø 2" - 3" Pj - 4m @ Rp. 38,500.00 / Btg29 Kayu laut ø 3" - 4" Pj - 4m @ Rp. 44,000.00 / Btg30 Kayu lat asbes ketam @ Rp. 6,650.00 / Btg31 Kayu lat asbes tidak ketam @ Rp. 5,450.00 / Btg32 Listplank motif bunga 18 x 60 cm @ Rp. 11,800.00 / Bh33 Jelusi motif bunga 18x60 cm @ Rp. 12,700.00 / Bh34 Profil gymsum @ Rp. 9,100.00 / Lbr35 Papan gymsum uk. 120x240 cm # 6 mm @ Rp. 67,000.00 / Lbr36 Papan gymsum uk. 120x240 cm # 9 mm @ Rp. 86,000.00 / Lbr37 Papan gymsum uk. 120x240 cm # 12 mm @ Rp. 105,600.00 / Lbr38 Triplek sungkai # 3 mm uk. 120x240 cm @ Rp. 133,100.00 / Lbr39### Triplek jati # 3 mm uk. 120x240 cm @ Rp. 121,000.00 / Lbr40 Triplek # 4 mm uk. 120x240 cm @ Rp. 50,600.00 / Lbr41 Triplek # 4 mm uk. 1 M2 @ Rp. 15,972.00 42 Triplek # 6 mm uk. 120x240 cm @ Rp. 85,250.00 / Lbr43 Triplek # 9 mm uk. 120x240 cm @ Rp. 115,500.00 / Lbr44 Triplek # 12 mm uk. 120x240 cm @ Rp. 126,500.00 / Lbr45 Triplek # 18 mm uk. 120x240 cm @ Rp. 164,550.00 / Lbr46 Slof board # 12 mm uk. 120x240 cm @ Rp. 133,100.00 / Lbr47 Asbes lokal 1 x 1 M @ Rp. 8,200.00 / Lbr

Tukang batu , cat dan besi

Tanah timbun/merah

Batu Kerikil (A) cor

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48 Asbes atrisco 1 x 1 M @ Rp. 11,000.00 / Lbr49 Kayu api @ Rp. 131,750.00 / M³.

III. B E S I / K A W A T50 Paku biasa @ Rp. 8,800.00 / Kg51 Paku seng @ Rp. 350.00 / Bh52 Paku sumbat @ Rp. 400.00 / Kg53 Paku asbes/genteng asbes + ring karet @ Rp. 400.00 / Bh54 Baut seng/asbes + ring karet @ Rp. 1,350.00 / Bh55 Besi beton @ Rp. 8,800.00 / Kg56 Paku beton @ Rp. 350.00 / Bh57 Besi strteep 12.2.2 mm @ Rp. 27,250.00 / Btg58 Besi profil @ Rp. 11,000.00 / Kg59 Jerjak besi @ Rp. 211,750.00 60 Pagar besi strip @ Rp. 242,000.00 61 Pintu pagar besi @ Rp. 325,000.00 62 Pintu harmonika @ Rp. 450,000.00 63 @ Rp. 250,000.00 / Bh64 Kawat beton @ Rp. 8,800.00 / Kg65 Kawat las @ Rp. 3,750.00 / Bh66 Kawat licin @ Rp. 15,150.00 / Kg67 Kawat harmonika @ Rp. 30,500.00 68 Kawat nyamuk lokal @ Rp. 10,800.00 69 Kawat duri @ Rp. 2,750.00 / M'70 Rangka Jendela Nako 8 daun standart @ Rp. 64,150.00 / Set71 Profil aluminium @ Rp. 35,100.00 / M'72 Wall stud 64 mm @ Rp. 7,150.00 / M'73 Wall track mead 64 @ Rp. 7,150.00 / M'74 Wall track bottom @ Rp. 7,150.00 / M'75 Sekrup fisher @ Rp. 250.00 / Bh

IV. A T A P76 Rabung seng BJLS @ Rp. 18,150.00 / Lbr77 Rabung genteng @ Rp. 5,900.00 / Bh78 Rabung genteng keramik @ Rp. 26,650.00 / Bh79 Rabung genteng asbes (fiber cement) @ Rp. 36,300.00 / Bh80 Rabung genteng asbes gelombang @ Rp. 19,950.00 / Bh81 Plat aluminium # 0,5 mm @ Rp. 78,650.00 / Lbr82 Seng plat 35 k @ Rp. 82,500.00 / Lbr83 Seng plat 20 k @ Rp. 58,300.00 / Lbr84 Seng gelombang BJLS 35 uk. 6 kaki @ Rp. 56,650.00 / Lbr85 Seng gelombang BJLS 20 uk. 6 kaki @ Rp. 42,950.00 / Lbr86 Atap asbes gelombang uk. 6 kaki @ Rp. 36,300.00 / Lbr87 Genteng warna @ Rp. 7,100.00 / Bh88 Genteng keramik @ Rp. 12,100.00 / Bh89 Genteng asbes (fiber cement) @ Rp. 40,500.00 / Bh

V. CAT / AMPLAS90 Cat minyak perak (setara kuda terbang) @ Rp. 38,500.00 / Kg91 Cat kilat ICI @ Rp. 65,000.00 / Kg92 Minyak cat @ Rp. 11,850.00 / Ltrt93 Tepung dempul @ Rp. 9,100.00 / Kg94 Dempul jadi @ Rp. 15,150.00 / Kg95 Cat tembok (setara vinilex) @ Rp. 13,650.00 / Kg96 Cat tembok (setara kimek) @ Rp. 11,350.00 / Kg97 Cat tembok ICI @ Rp. 17,500.00 / Kg98 Cat vernis jadi @ Rp. 33,600.00 / Kg99 Cat menie @ Rp. 33,000.00 / Kg

100 Cat sending @ Rp. 40,000.00 / Kg101 Cat melamix @ Rp. 55,000.00 / Kg102 Kertas pasir @ Rp. 2,750.00 / Lbr103 residu (colter) @ Rp. 4,500.00 / Kg104 Tepung pelitur @ Rp. 5,000.00 / Kg105 Serlak leripik @ Rp. 60,300.00 / Kg

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Tiang bendera besi ø 3" Pj 6 m

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106 Serlak putih @ Rp. 10,300.00 / Ltrt107 Tinner @ Rp. 10,450.00 / Ltrt108 Spiritus putih @ Rp. 4,250.00 / Ltrt109 Paper tape (20x76) @ Rp. 35,350.00 / Rol110 Dempul gypsum @ Rp. 6,400.00 / Kg111 Screw @ Rp. 250.00 / Bh112 Gypsum board 6 mm @ Rp. 23,300.00 113 Gypsum board 6 mm @ Rp. 66,000.00 / Lbr114 Gypsum board 9 mm @ Rp. 29,900.00 115 Gypsum board 9 mm @ Rp. 85,800.00 / Lbr116 Gypsum Board 12 mm @ Rp. 105,600.00 / Lbr117 Top cross @ Rp. 6,050.00 / M'118 Furing channel @ Rp. 11,000.00 / M'119 Wall angel (lokal) @ Rp. 4,950.00 / M'120 Conector @ Rp. 550.00 / Bh121 Suspension spring clip 5 mm @ Rp. 1,250.00 / Bh122 Suspension rod 100 cm 5 mm @ Rp. 1,250.00 / M'123 Besi angel brangket (to concrete) @ Rp. 950.00 / Bh124 Baut ramset @ Rp. 1,250.00 / Bh125 Main runner white @ Rp. 6,050.00 / M'126 Cross tee white @ Rp. 5,500.00 / M'127 Wall angel white @ Rp. 5,400.00 / M'128 Suspension rod 3 mm @ Rp. 1,250.00 / Bh129 Suspension clip @ Rp. 3,650.00 / Bh

VI. K A C A130 @ Rp. 119,800.00 131 @ Rp. 146,450.00 132 @ Rp. 129,450.00 133 Kaca blok @ Rp. 19,950.00 / Bh134 @ Rp. 8,800.00 / Lbr135 @ Rp. 9,950.00 / Lbr

VII. KERAMIK BETON RETAK136 Tegel tahu 20 x 20 cm @ Rp. 2,000.00 / Bh137 Tegel warna 30 x 30 cm @ Rp. 3,650.00 / Bh138 Tegel polos (PC) 30 x 30 cm @ Rp. 2,800.00 / Bh139 Plint tegel polos (PC) 15 x 30 cm @ Rp. 1,550.00 / Bh140 Plint tegel warna 15 x 30 cm @ Rp. 2,550.00 / Bh141 Plint keramik 15 x 30 cm @ Rp. 2,750.00 / Bh142 Keramik 10 x 20 cm @ Rp. 1,100.00 / Bh143 Keramik 20 x 20 cm @ Rp. 2,200.00 / Bh144 Keramik 20 x 25 cm @ Rp. 3,050.00 / Bh145 Keramik 30 x 30 cm @ Rp. 5,500.00 / Bh146 Keramik 40 x 40 cm @ Rp. 10,450.00 / Bh147 Keramik granito 40 x 40 cm @ Rp. 35,400.00 / Bh148 Keramik ezenza 40 x 40 cm @ Rp. 42,500.00 / Bh149 Siku keramik (bon-bon) @ Rp. 10,300.00 / M'150 Tempat sabun keramik 10 x 20 cm @ Rp. 48,400.00 / Bh151 Kloset jungkok keramik @ Rp. 159,750.00 / Bh152 Kloset duduk standart @ Rp. 1,270,500.00 Unit153 Washtafel komplet standart @ Rp. 786,500.00 Unit154 Urinoir komplet standart @ Rp. 750,200.00 Unit155 Bak cuci piring 1 lobang stainless steel komplet sta @ Rp. 363,000.00 Unit156 Bak cuci piring 2 lobang stainless steel komplet sta @ Rp. 484,000.00 Unit157 Bak cuci piring 2 trasso komplet @ Rp. 151,250.00 Unit158 Bak air fiber glass @ Rp. 484,000.00 / Bh159 Riol beton 1/2 ø 15 cm @ Rp. 10,300.00 / Bh160 Riol beton 1/2 ø 20 cm @ Rp. 13,950.00 / Bh161 Riol beton 1/2 ø 30 cm @ Rp. 16,950.00 / Bh162 Riol beton ø 15 cm @ Rp. 20,600.00 / Bh163 Riol beton ø 20 cm @ Rp. 27,500.00 / Bh164 Riol beton ø 30 cm @ Rp. 33,000.00 / Bh165 Riol beton ø 80 cm @ Rp. 137,500.00 / Bh

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Kaca bening # = 5 mm / M2

Kaca ryben # = 5 mm / M2

Kaca es # = 5 mm / M2

Kaca naco bening # = 5 mm standartKaca naco ryben # = 5 mm standart


166 Riol beton ø 100 cm @ Rp. 181,500.00 / Bh167 Batu con blok K 125 @ Rp. 1,650.00 / Bh168 Batu con blok K 175 @ Rp. 2,250.00 / Bh169 Con blok type HOLAND DISK warna merah # 6 cm @ Rp. 1,600.00 / Bh170 Con blok type HOLAND DISK warna merah # 8 cm @ Rp. 1,750.00 / Bh171 Con blok type UNI PAVE warna merah # 6 cm @ Rp. 1,750.00 / Bh172 Con blok type UNI PAVE warna merah # 8 cm @ Rp. 2,050.00 / Bh173 Con blok type DOSEX SIX warna merah # 6 cm @ Rp. 1,750.00 / Bh174 Con blok type DOSEX SIX warna merah # 8 cm @ Rp. 1,950.00 / Bh175 Con blok type HEXAGON warna merah # 6 cm @ Rp. 1,750.00 / Bh176 Con blok type HEXAGON warna merah # 8 cm @ Rp. 1,950.00 / Bh177 Kastin uk. 15 x 30 x 40 cm @ Rp. 19,950.00 / Bh178 Batu batako @ Rp. 2,850.00 / Bh

VIII. PIPA PVC DAN BESI179 Pipa PVC (Paralon) kualitet AW ø 1/2" @ Rp. 27,500.00 / Btg180 Pipa PVC (Paralon) kualitet AW ø 3/4" @ Rp. 36,850.00 / Btg181 Pipa PVC (Paralon) kualitet AW ø 3" @ Rp. 148,500.00 / Btg182 Pipa PVC (Paralon) kualitet AW ø 4" @ Rp. 247,500.00 / Btg183 Pipa PVC (Paralon) listrik @ Rp. 6,650.00 / Btg184 Pipa besi GIP ø 1/2 " @ Rp. 73,250.00 / Btg185 Pipa besi GIP ø 3/4 " @ Rp. 99,850.00 / Btg186 Pipa besi GIP ø 1 " @ Rp. 146,400.00 / Btg187 Pipa besi GIP ø 1 1/4 " @ Rp. 166,400.00 / Btg188 Pipa besi GIP ø 1 1/2 " @ Rp. 186,350.00 / Btg189 Pipa besi GIP ø 2 " @ Rp. 236,000.00 / Btg190 Pompa tangan dragon @ Rp. 330,000.00 / Bh191 Pompa tangan non dragon @ Rp. 280,000.00 / Bh192 Mesin pompa daff @ Rp. 375,000.00 / Bh193 Mesin pompa sanyo @ Rp. 850,000.00 / Bh194 Sumur bor dangkal @ Rp. 72,600.00 / Bh

IX. LISTRIK195 Kabel listrik NGA golden liver/sejenis 1,5 mm @ Rp. 151,250.00 / Roll196 Kabel listrik NGA golden liver/sejenis 2,5 mm @ Rp. 181,500.00 / Roll197 Kabel listrik NYM golden liver/sejenis 2 x 1,5 mm @ Rp. 320,650.00 / Roll198 Kabel listrik NYM golden liver/sejenis 2 x 2,5 mm @ Rp. 417,450.00 / Roll199 Kabel listrik NYM golden liver/sejenis 2 x 4 mm @ Rp. 574,750.00 / Roll200 Instalasi linstrik stop kontak @ Rp. 81,700.00 / Ttk201 Instalasi listrik nyata @ Rp. 75,000.00 / Ttk202 Lampu TL 1 x 40 watt (komplet) @ Rp. 78,650.00 / Set203 Lampu TL 1 x 20 watt (komplet) @ Rp. 60,500.00 / Set204 Lampu pijar 40 watt @ Rp. 9,100.00 / Bh205 Saklar engkel timbul @ Rp. 7,250.00 / Bh206 Saklar seri timbul @ Rp. 10,300.00 / Bh207 Stop kontak timbul @ Rp. 7,250.00 / Bh208 Saklar triple timbul @ Rp. 13,050.00 / Bh209 Saklar engkel tanam @ Rp. 15,150.00 / Bh210 Saklar seri tanam @ Rp. 16,950.00 / Bh211 Saklar triple tanam @ Rp. 21,200.00 / Bh212 Stop kontak tanam @ Rp. 15,200.00 / Bh213 Box zekering 1 group @ Rp. 48,500.00 / Set214 Box zekering 2 group @ Rp. 60,500.00 / Set215 MBC 2 ampere @ Rp. 30,250.00 / Bh216 MBC 4 ampere @ Rp. 36,300.00 / Bh

X. SANITAIR217 Kran air lokal uk. 1/2 " @ Rp. 14,550.00 / Bh218 Kran air bebek lokal uk. 1/2 " @ Rp. 35,000.00 / Bh219 Kran air San El uk. 1/2 " @ Rp. 65,000.00 / Bh220 Kran air bebek San El uk. 1/2 " @ Rp. 115,000.00 / Bh221 Stop kran uk. 1/2 " @ Rp. 25,000.00 / Bh222 Stop kran uk. 3/4 " @ Rp. 35,000.00 / Bh223 Instalasi air bersih @ Rp. 75,000.00 / M'


224 Saringan air kamar mandi @ Rp. 15,750.00 / Bh225 Pipa pembuangan bak @ Rp. 10,500.00 / Bh226 @ Rp. 1,573,000.00 / Unit

XI. PENGUNCI DAN PENGGANTUNG227 Kunci tanam besar union (sejenis) @ Rp. 78,650.00 / Bh228 Kunci tanam kecil union (sejenis) @ Rp. 48,400.00 / Bh229 Engsel pintu cabut uk. 5 " @ Rp. 10,300.00 / Set230 Engsel pintu nilon uk. 4 " @ Rp. 11,500.00 / Set231 Engsel jendela cabut uk. 3 " @ Rp. 7,900.00 / Set232 Engsel jendela nilon uk. 3 " @ Rp. 10,300.00 / Set233 Engsel milano uk. 18 " @ Rp. 75,050.00 / Set234 Engsel milano uk. 16 " @ Rp. 66,550.00 / Set235 Engsel pintu lipat (gudang) @ Rp. 38,750.00 / Set236 Grendel pintu @ Rp. 5,450.00 / Bh237 Grendel jendela @ Rp. 4,850.00 / Bh238 Hak angin @ Rp. 4,250.00 / Set239 Espagnolet @ Rp. 78,650.00 / Set

XII. AKSESORIS240 Wall paper falcon @ Rp. 54,450.00 241 Wall paper kingsrtone @ Rp. 78,650.00 242 Wall paper durapot @ Rp. 94,400.00 243 Pengeringan kayu @ Rp. 219,650.00 244 Lem kayu @ Rp. 26,650.00 / Kg245 Kunci laci / lemari @ Rp. 10,300.00 / Bh246 Busa @ Rp. 151,250.00 / Kg247 Kulit @ Rp. 66,550.00 248 Tikar rotan @ Rp. 90,750.00 249 List profil @ Rp. 4,250.00 / M'250 Cat papan tulis @ Rp. 32,500.00 / Kg251 List profil 2 x 4 cm @ Rp. 3,650.00 / M'252 List profil 2 x 10 cm @ Rp. 5,150.00 / M'253 Plat besi penggantung @ Rp. 6,050.00 / Bh

XIII. PENGASPALAN254 Sewa mesin gilas @ Rp. 48,400.00 / Hari255 Minyak tanah @ Rp. 2,500.00 / Ltr256 Minyak solar @ Rp. 4,300.00 / Ltr257 Minyak silinder @ Rp. 32,500.00 / Ltr258 Minyak gardang @ Rp. 28,000.00 / Ltr259 Minyak gemuk @ Rp. 22,000.00 / Kg260 Aspal AC 60/70 @ Rp. 4,350.00 / Kg261 Tempat memasak aspal @ Rp. 19,150.00 / Unit

Medan, 11 April 2006Disusun Oleh :

ISMED ISKANDAR, ST

Septitank kapasitas 3 M3

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DAFTAR ANALISA


1 Anl. A.1 0.7500 Pekerja @ Rp. 40,000.00 = Rp. 30,000.00 0.0250 Mandor @ Rp. 49,500.00 = Rp. 1,237.50

Jumlah = Rp. 31,237.50 Dibulatkan = Rp. 31,238.00

2 Anl. A.1.1 0.2500 Analisa A1 @ Rp. 31,238.00 = Rp. 7,809.50


3 Anl. A.2 1.0000 Pekerja @ Rp. 40,000.00 = Rp. 40,000.00 0.0330 Mandor @ Rp. 49,500.00 = Rp. 1,633.50


4 Anl. A.6 0.3300 Pekerja @ Rp. 40,000.00 = Rp. 13,200.00 0.0100 Mandor @ Rp. 49,500.00 = Rp. 495.00


4 Anl. A.18 0.3000 Pekerja @ Rp. 40,000.00 = Rp. 12,000.00 0.0100 Mandor @ Rp. 49,500.00 = Rp. 495.00 1.2000 M3 Pasir Urug @ Rp. 51,700.00 = Rp. 62,040.00


5 Anl. F.1 1 M3 Gantungan/Rangka Plafond : Upah : 5.0000 Pekerja @ Rp. 40,000.00 = Rp. 200,000.00 0.2500 Mandor @ Rp. 49,500.00 = Rp. 12,375.00 15.0000 Tukang @ Rp. 52,250.00 = Rp. 783,750.00 1.5000 Kepala Tukang @ Rp. 60,500.00 = Rp. 90,750.00

= Rp. 1,086,875.00 0.50 x @ Rp. 1,086,875.00 = Rp. 543,437.50

Bahan : 1.1000 M3 Broti Kayu Meranti @ Rp. 3,425,000.00 = Rp. 3,767,500.00 0.2000 Kg Paku biasa @ Rp. 8,800.00 = Rp. 1,760.00

= Rp. 3,769,260.00 Jumlah = Rp. 4,312,697.50

Dibulatkan = Rp. 4,312,698.00

6 Anl. F.1.a 1 M2 Piyan Papan Rider (STRIP) : Upah : 0.2800 Pekerja @ Rp. 40,000.00 = Rp. 11,200.00 0.0140 Mandor @ Rp. 49,500.00 = Rp. 693.00 0.8000 Tukang @ Rp. 52,250.00 = Rp. 41,800.00 0.0800 Kepala Tukang @ Rp. 60,500.00 = Rp. 4,840.00

= Rp. 58,533.00 1 x @ Rp. 58,533.00 = Rp. 58,533.00

Bahan : 0.0200 M3 Kayu Meranti Batu @ Rp. 5,450,000.00 = Rp. 109,000.00 0.2000 Kg Paku biasa @ Rp. 8,800.00 = Rp. 1,760.00

= Rp. 110,760.00 Jumlah = Rp. 169,293.00

Dibulatkan = Rp. 169,293.00

7 Anl. F.16 1 M2 Rangka Atap (pasang usuk dan reng untuk atap genteng dan sirap) : 0.1000 Pekerja @ Rp. 40,000.00 = Rp. 4,000.00 0.0050 Mandor @ Rp. 49,500.00 = Rp. 247.50 0.1000 Tukang @ Rp. 52,250.00 = Rp. 5,225.00 0.0100 Kepala Tukang @ Rp. 60,500.00 = Rp. 605.00 0.0147 M3 Kayu Meranti @ Rp. 3,425,000.00 = Rp. 50,347.50 0.2500 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 2,200.00


8 Anl. F.16.a 1 M2 Rangka Atap Genteng biasa/genteng semen(pasang usuk, reng dan gording) :

1 M3 Galian Tanah :

1 M3 Timbunan kembali :

1 M3 Galian Tanah keras :

1 M3 Angkut tanah Max. 30 M' :

1 M3 Pasir Urug :

0.1500 Pekerja @ Rp. 40,000.00 = Rp. 6,000.00 0.0075 Mandor @ Rp. 49,500.00 = Rp. 371.25 0.1000 Tukang @ Rp. 52,250.00 = Rp. 5,225.00 0.0100 Kepala Tukang @ Rp. 60,500.00 = Rp. 605.00 0.0250 M3 Kayu Meranti @ Rp. 3,425,000.00 = Rp. 85,625.00 0.1000 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 880.00


9 Anl. F. 19 1 M2 Rangka Atap Genteng biasa/genteng semen(pasang usuk, reng dan gording) : 0.0150 Pekerja @ Rp. 40,000.00 = Rp. 600.00 0.0075 Mandor @ Rp. 49,500.00 = Rp. 371.25 0.1000 Tukang @ Rp. 52,250.00 = Rp. 5,225.00 0.0100 Kepala Tukang @ Rp. 60,500.00 = Rp. 605.00 0.0110 M3 Kayu Meranti @ Rp. 3,425,000.00 = Rp. 37,675.00 0.1000 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 880.00


10 Anl. F. 21 1 M2 Lysplank 0.2800 Pekerja @ Rp. 40,000.00 = Rp. 11,200.00 0.0140 Mandor @ Rp. 49,500.00 = Rp. 693.00 0.8000 Tukang @ Rp. 52,250.00 = Rp. 41,800.00 0.0800 Kepala Tukang @ Rp. 60,500.00 = Rp. 4,840.00 0.0240 M3 Papan kayu damar laut @ Rp. 5,600,000.00 = Rp. 134,400.00 0.1000 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 880.00


11 Anl. F. 22 1 M3 Kayu Kuda - kuda Upah : 8.0000 Pekerja @ Rp. 40,000.00 = Rp. 320,000.00 0.4000 Mandor @ Rp. 49,500.00 = Rp. 19,800.00 24.0000 Tukang @ Rp. 52,250.00 = Rp. 1,254,000.00 2.4000 Kepala Tukang @ Rp. 60,500.00 = Rp. 145,200.00

= Rp. 1,739,000.00 0.5 x @ Rp. 1,739,000.00 = Rp. 869,500.00

Bahan : 1.1000 M3 Broti Kayu damar laut @ Rp. 5,130,000.00 = Rp. 5,643,000.00

Jumlah = Rp. 6,512,500.00 Dibulatkan = Rp. 6,512,500.00

12 Anl. F. 27 1 M3 Kozen pintu/jendela tanpa jelusi Upah : 12.0000 Pekerja @ Rp. 40,000.00 = Rp. 480,000.00 0.6000 Mandor @ Rp. 49,500.00 = Rp. 29,700.00 36.0000 Tukang @ Rp. 52,250.00 = Rp. 1,881,000.00 3.6000 Kepala Tukang @ Rp. 60,500.00 = Rp. 217,800.00

= Rp. 2,608,500.00 0.5 x @ Rp. 2,608,500.00 = Rp. 1,304,250.00



13 Anl. F. 27.a 1 M3 Kozen pintu/jendela dengan jelusi Upah : 12.0000 Pekerja @ Rp. 40,000.00 = Rp. 480,000.00 0.6000 Mandor @ Rp. 49,500.00 = Rp. 29,700.00 36.0000 Tukang @ Rp. 52,250.00 = Rp. 1,881,000.00 3.6000 Kepala Tukang @ Rp. 60,500.00 = Rp. 217,800.00

= Rp. 2,608,500.00 0.5 x @ Rp. 2,608,500.00 = Rp. 1,304,250.00

Bahan : 1.1000 M3 Broti Kayu damar laut @ Rp. 5,130,000.00 = Rp. 5,643,000.00 0.0240 M3 Papan Kayu Meranti Batu untuk jel@ Rp. 5,450,000.00 = Rp. 130,800.00 1.0000 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 8,800.00

= Rp. 5,782,600.00 Jumlah = Rp. 7,086,850.00


14 Anl. F. 28 1 M3 Kozen yang berlubang cahaya yang berbentuk busur Upah : 14.0000 Pekerja @ Rp. 40,000.00 = Rp. 560,000.00 0.7000 Mandor @ Rp. 49,500.00 = Rp. 34,650.00 42.0000 Tukang @ Rp. 52,250.00 = Rp. 2,194,500.00

4.2000 Kepala Tukang @ Rp. 60,500.00 = Rp. 254,100.00 = Rp. 3,043,250.00

0.5 x @ Rp. 3,043,250.00 = Rp. 1,521,625.00 Bahan : 1.1000 M3 Broti Kayu damar laut @ Rp. 5,130,000.00 = Rp. 5,643,000.00


15 Anl. F. 33 1 M2 Pintu/jendela panel Upah : 2.5000 Pekerja @ Rp. 40,000.00 = Rp. 100,000.00 0.1250 Mandor @ Rp. 49,500.00 = Rp. 6,187.50 7.5000 Tukang @ Rp. 52,250.00 = Rp. 391,875.00 0.7500 Kepala Tukang @ Rp. 60,500.00 = Rp. 45,375.00

= Rp. 543,437.50 0.5 x @ Rp. 543,437.50 = Rp. 271,718.75

Bahan : 0.0440 M3 Kayu Meranti Batu @ Rp. 5,450,000.00 = Rp. 239,800.00


16 Anl. F. 33.a 1 M2 Daun pintu triplek 4 mm double rangka kayu meranti Upah : 1.3000 Pekerja @ Rp. 40,000.00 = Rp. 52,000.00 0.0650 Mandor @ Rp. 49,500.00 = Rp. 3,217.50 4.0000 Tukang @ Rp. 52,250.00 = Rp. 209,000.00 0.4000 Kepala Tukang @ Rp. 60,500.00 = Rp. 24,200.00

= Rp. 288,417.50 0.25 x @ Rp. 288,417.50 = Rp. 72,104.38

Bahan : 0.0125 M3 Kayu Meranti @ Rp. 3,425,000.00 = Rp. 42,812.50 1.0000 Lbr Triplek 4 mm @ Rp. 50,600.00 = Rp. 50,600.00 0.1000 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 880.00

= Rp. 94,292.50 Jumlah = Rp. 166,396.88


17 Anl. F. 30.a 1 M2 Daun pintu triplek sungkai double rangka kayu meranti : Upah : 1.3000 Pekerja @ Rp. 40,000.00 = Rp. 52,000.00 0.0650 Mandor @ Rp. 49,500.00 = Rp. 3,217.50 4.0000 Tukang @ Rp. 52,250.00 = Rp. 209,000.00 0.4000 Kepala Tukang @ Rp. 60,500.00 = Rp. 24,200.00

= Rp. 288,417.50 0.5 x @ Rp. 288,417.50 = Rp. 144,208.75

Bahan : 0.0125 M3 Kayu Meranti @ Rp. 3,425,000.00 = Rp. 42,812.50 1.0000 Lbr Triplek sungkai @ Rp. 133,100.00 = Rp. 133,100.00 0.2500 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 2,200.00

178,112.50 Jumlah = Rp. 322,321.25


18 Anl. F. 34 1 M2 Pintu / Jendela jelusi Upah : 3.0000 Pekerja @ Rp. 40,000.00 = Rp. 120,000.00 0.1500 Mandor @ Rp. 49,500.00 = Rp. 7,425.00 9.0000 Tukang @ Rp. 52,250.00 = Rp. 470,250.00 0.9000 Kepala Tukang @ Rp. 60,500.00 = Rp. 54,450.00

= Rp. 652,125.00 0.5 x @ Rp. 652,125.00 = Rp. 326,062.50

Bahan : 0.3187 M3 Paku Biasa @ Rp. 8,800.00 = Rp. 2,804.56 0.0640 Kg Kayu Meranti Batu @ Rp. 5,450,000.00 = Rp. 348,800.00

= Rp. 351,604.56 Jumlah = Rp. 677,667.06


19 Anl. F. 36 1 M2 Pintu / Jendela Kaca bingkai kayu meranti batu Upah : 2.0000 Pekerja @ Rp. 40,000.00 = Rp. 80,000.00 0.1000 Mandor @ Rp. 49,500.00 = Rp. 4,950.00 6.0000 Tukang @ Rp. 52,250.00 = Rp. 313,500.00 0.6000 Kepala Tukang @ Rp. 60,500.00 = Rp. 36,300.00

= Rp. 434,750.00 0.5 x @ Rp. 434,750.00 = Rp. 217,375.00

Bahan : 1.0000 M2 Kaca polos 5 mm @ Rp. 119,800.00 = Rp. 119,800.00 0.0350 M3 Kayu Meranti Batu @ Rp. 5,450,000.00 = Rp. 190,750.00

= Rp. 310,550.00 Jumlah = Rp. 527,925.00


20 Anl. F. 37 1 M2 Dinding papan dilidah/alur Upah : 0.2800 Pekerja @ Rp. 40,000.00 = Rp. 11,200.00 0.0140 Mandor @ Rp. 49,500.00 = Rp. 693.00 0.8000 Tukang @ Rp. 52,250.00 = Rp. 41,800.00 0.0800 Kepala Tukang @ Rp. 60,500.00 = Rp. 4,840.00

= Rp. 58,533.00 0.5 x @ Rp. 58,533.00 = Rp. 29,266.50

Bahan : 0.0198 M3 Papan Kayu Meranti @ Rp. 3,550,000.00 = Rp. 70,290.00 0.2000 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 1,760.00

= Rp. 72,050.00 Jumlah = Rp. 101,316.50


21 Anl. F. 37.a 1 M2 Dinding papan susun sirih Upah : 0.2800 Pekerja @ Rp. 40,000.00 = Rp. 11,200.00 0.0140 Mandor @ Rp. 49,500.00 = Rp. 693.00 0.8000 Tukang @ Rp. 52,250.00 = Rp. 41,800.00 0.0800 Kepala Tukang @ Rp. 60,500.00 = Rp. 4,840.00

= Rp. 58,533.00 0.5 x @ Rp. 58,533.00 = Rp. 29,266.50

Bahan : 0.0120 M3 Papan Kayu Meranti @ Rp. 3,550,000.00 = Rp. 42,600.00 0.2000 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 1,760.00

= Rp. 44,360.00 Jumlah = Rp. 73,626.50


22 Anl. F. 37.b 1 M2 Dinding triplek 4 mm rangka kayu meranti Upah : 0.1400 Pekerja @ Rp. 40,000.00 = Rp. 5,600.00 0.0700 Mandor @ Rp. 49,500.00 = Rp. 3,465.00 0.4000 Tukang @ Rp. 52,250.00 = Rp. 20,900.00 0.0400 Kepala Tukang @ Rp. 60,500.00 = Rp. 2,420.00

= Rp. 32,385.00 0.5 x @ Rp. 32,385.00 = Rp. 16,192.50

Bahan : 0.0150 M3 Broti Kayu Meranti @ Rp. 3,425,000.00 = Rp. 51,375.00 0.4000 Lbr Triplek 4 mm @ Rp. 50,600.00 = Rp. 20,240.00 0.1500 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 1,320.00

72,935.00 Jumlah = Rp. 89,127.50


23 Anl. F. 37.c 1 M2 Dinding double triplek 4 mm rangka kayu meranti Upah : 0.1400 Pekerja @ Rp. 40,000.00 = Rp. 5,600.00 0.0700 Mandor @ Rp. 49,500.00 = Rp. 3,465.00 0.4000 Tukang @ Rp. 52,250.00 = Rp. 20,900.00 0.0400 Kepala Tukang @ Rp. 60,500.00 = Rp. 2,420.00

= Rp. 32,385.00 0.5 x @ Rp. 32,385.00 = Rp. 16,192.50

Bahan : 0.0150 M3 Broti Kayu Meranti @ Rp. 3,425,000.00 = Rp. 51,375.00 0.8000 Lbr Triplek 4 mm @ Rp. 50,600.00 = Rp. 40,480.00 0.2000 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 1,760.00

93,615.00 Jumlah = Rp. 109,807.50


24 Anl. F. 37.d 1 M2 Dinding Double trriplek sungkai kayu meranti 0.1400 Pekerja @ Rp. 40,000.00 = Rp. 5,600.00 0.0700 Mandor @ Rp. 49,500.00 = Rp. 3,465.00 0.4000 Tukang @ Rp. 52,250.00 = Rp. 20,900.00 0.0400 Kepala Tukang @ Rp. 60,500.00 = Rp. 2,420.00 0.0150 M3 Broti Kayu Meranti @ Rp. 3,425,000.00 = Rp. 51,375.00 0.8000 Lbr Triplek sungkai @ Rp. 133,100.00 = Rp. 106,480.00

0.2500 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 2,200.00 Jumlah = Rp. 192,440.00


25 Anl. F. 37.e 1 M2 Lapis dinding triplek sungkai rangka kayu meranti 0.1400 Pekerja @ Rp. 40,000.00 = Rp. 5,600.00 0.0700 Mandor @ Rp. 49,500.00 = Rp. 3,465.00 0.4000 Tukang @ Rp. 52,250.00 = Rp. 20,900.00 0.0400 Kepala Tukang @ Rp. 60,500.00 = Rp. 2,420.00 0.0125 M3 Broti Kayu Meranti @ Rp. 3,425,000.00 = Rp. 42,812.50 0.4000 Lbr Triplek sungkai @ Rp. 133,100.00 = Rp. 53,240.00 0.2500 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 2,200.00


26 Anl. F. 60 1 M' Memasang cerocok kayu laut 1 btg tinggi 2,5 M

1.2000 Pekerja @ Rp. 40,000.00 = Rp. 48,000.00 0.0600 Mandor @ Rp. 49,500.00 = Rp. 2,970.00 3.6000 Tukang @ Rp. 52,250.00 = Rp. 188,100.00 0.3600 Kepala Tukang @ Rp. 60,500.00 = Rp. 21,780.00 7.5000 Btg Kayu Laut ø 3 " - 4 " @ Rp. 44,000.00 = Rp. 330,000.00 0.5000 Kg Kawat licin @ Rp. 15,150.00 = Rp. 7,575.00


27 Anl. G.2 1 M3 Lantai kerja batu kosong 1.5000 Pekerja @ Rp. 40,000.00 = Rp. 60,000.00 0.0750 Mandor @ Rp. 49,500.00 = Rp. 3,712.50 1.1000 M3 Batu koral/batu kali @ Rp. 114,950.00 = Rp. 126,445.00


28 Anl. G.14 1 M3 Perekat 1 : 2 14.6880 Zak Semen PC @ Rp. 33,000.00 = Rp. 484,704.00 0.9500 M3 Pasir pasang @ Rp. 78,650.00 = Rp. 74,717.50




30 Anl. G.31.h 1 M3 Pasangan batu belah atau batu kali 1 : 4 3.6000 Pekerja @ Rp. 40,000.00 = Rp. 144,000.00 0.1800 Mandor @ Rp. 49,500.00 = Rp. 8,910.00 1.2000 Tukang @ Rp. 52,250.00 = Rp. 62,700.00 0.1200 Kepala Tukang @ Rp. 60,500.00 = Rp. 7,260.00 1.2000 M3 Batu belah/batu kali @ Rp. 104,500.00 = Rp. 125,400.00 3.8675 Zak Semen PC @ Rp. 33,000.00 = Rp. 127,627.50 0.4860 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 38,223.90


31 Anl. G.31.m 1 M3 Pasangan batu belah atau batu kali 1 : 3 3.6000 Pekerja @ Rp. 40,000.00 = Rp. 144,000.00 0.1800 Mandor @ Rp. 49,500.00 = Rp. 8,910.00 1.2000 Tukang @ Rp. 52,250.00 = Rp. 62,700.00 0.1200 Kepala Tukang @ Rp. 60,500.00 = Rp. 7,260.00 1.2000 M3 Batu belah/batu kali @ Rp. 104,500.00 = Rp. 125,400.00 4.0715 Zak Semen PC @ Rp. 33,000.00 = Rp. 134,359.50 0.5220 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 41,055.30


32 Anl. G.32.h 1 M3 Pasangan batu bata 1 : 4 4.5000 Pekerja @ Rp. 40,000.00 = Rp. 180,000.00 0.2250 Mandor @ Rp. 49,500.00 = Rp. 11,137.50 1.5000 Tukang @ Rp. 52,250.00 = Rp. 78,375.00 0.1500 Kepala Tukang @ Rp. 60,500.00 = Rp. 9,075.00 720.0000 M3 Batu bata @ Rp. 400.00 = Rp. 288,000.00 3.1663 Zak Semen PC @ Rp. 33,000.00 = Rp. 104,487.90 0.4060 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 31,931.90

Jumlah = Rp. 703,007.30

Masuk kedalam tanah 1.5 - 2 ø 3 " - 4 "


33 Anl. G.32.m 1 M3 Pasangan batu bata 1 : 2 (Trasraam) 4.5000 Pekerja @ Rp. 40,000.00 = Rp. 180,000.00 0.2250 Mandor @ Rp. 49,500.00 = Rp. 11,137.50 1.5000 Tukang @ Rp. 52,250.00 = Rp. 78,375.00 0.1500 Kepala Tukang @ Rp. 60,500.00 = Rp. 9,075.00 720.0000 M3 Batu bata @ Rp. 400.00 = Rp. 288,000.00 5.1467 Zak Semen PC @ Rp. 33,000.00 = Rp. 169,841.10 0.3330 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 26,190.45


34 Anl. G.41 1 M3 Beton cor 1 : 2 : 3 6.0000 Pekerja @ Rp. 40,000.00 = Rp. 240,000.00 0.3000 Mandor @ Rp. 49,500.00 = Rp. 14,850.00 1.0000 Tukang @ Rp. 52,250.00 = Rp. 52,250.00 0.1000 Kepala Tukang @ Rp. 60,500.00 = Rp. 6,050.00 0.8300 M3 Batu Kerikil (A) @ Rp. 148,500.00 = Rp. 123,255.00 8.5000 Zak Semen PC @ Rp. 33,000.00 = Rp. 280,500.00 0.5400 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 42,471.00


35 Anl. G.41.a 1 M3 Beton cor 1 : 1.5 : 2.5 6.0000 Pekerja @ Rp. 40,000.00 = Rp. 240,000.00 0.3000 Mandor @ Rp. 49,500.00 = Rp. 14,850.00 1.0000 Tukang @ Rp. 52,250.00 = Rp. 52,250.00 0.1000 Kepala Tukang @ Rp. 60,500.00 = Rp. 6,050.00 0.7800 M3 Batu Kerikil (A) @ Rp. 148,500.00 = Rp. 115,830.00 9.6857 Zak Semen PC @ Rp. 33,000.00 = Rp. 319,628.10 0.4650 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 36,572.25


36 Anl. G.42 1 M3 Beton cor 1 : 2 : 4 di pakai untuk lantai ubin, beton yang dicor dibawah air, lapisan turap diatas pasangan-pasangan yang dimiringkan tebal 6 cm 6.0000 Pekerja @ Rp. 40,000.00 = Rp. 240,000.00 0.3000 Mandor @ Rp. 49,500.00 = Rp. 14,850.00 0.5000 Tukang @ Rp. 52,250.00 = Rp. 26,125.00 0.0500 Kepala Tukang @ Rp. 60,500.00 = Rp. 3,025.00 0.9600 M3 Batu Kerikil (A) @ Rp. 148,500.00 = Rp. 142,560.00 7.4630 Zak Semen PC @ Rp. 33,000.00 = Rp. 246,279.00 0.4800 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 37,752.00


37 Anl. G.43 1 M3 Beton cor 1 : 2.5 : 5 6.0000 Pekerja @ Rp. 40,000.00 = Rp. 240,000.00 0.3000 Mandor @ Rp. 49,500.00 = Rp. 14,850.00 0.5000 Tukang @ Rp. 52,250.00 = Rp. 26,125.00 0.0500 Kepala Tukang @ Rp. 60,500.00 = Rp. 3,025.00 1.0000 M3 Batu Kerikil (A) @ Rp. 148,500.00 = Rp. 148,500.00 6.2517 Zak Semen PC @ Rp. 33,000.00 = Rp. 206,306.10 0.5000 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 39,325.00


Anl. G.43.a 1 M3 Beton cor lantai kerja 1 : 3 : 5 Upah 6.0000 Pekerja @ Rp. 40,000.00 = Rp. 240,000.00 0.3000 Mandor @ Rp. 49,500.00 = Rp. 14,850.00 1.0000 Tukang @ Rp. 52,250.00 = Rp. 52,250.00 0.1000 Kepala Tukang @ Rp. 60,500.00 = Rp. 6,050.00

= Rp. 313,150.00 0.75 x @ Rp. 313,150.00 234,862.50

Bahan 0.9180 M3 Batu Kerikil (A) @ Rp. 148,500.00 = Rp. 136,323.00 5.6750 Zak Semen PC @ Rp. 33,000.00 = Rp. 187,275.00 0.5470 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 43,021.55


38 Anl. G.44 1 M3 Beton cor 1 : 3 : 6 untuk beton yang dicor dalam air tebal 6 cm - 7 cm 6.0000 Pekerja @ Rp. 40,000.00 = Rp. 240,000.00 0.3000 Mandor @ Rp. 49,500.00 = Rp. 14,850.00 0.5000 Tukang @ Rp. 52,250.00 = Rp. 26,125.00 0.0500 Kepala Tukang @ Rp. 60,500.00 = Rp. 3,025.00 1.0000 M3 Batu Kerikil (A) @ Rp. 148,500.00 = Rp. 148,500.00 5.2955 Zak Semen PC @ Rp. 33,000.00 = Rp. 174,751.50 0.5000 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 39,325.00


39 Anl. G. 50.h 1 M2 Plesteran 1 : 2 tebal 10 mm (trasraam) 0.4000 Pekerja @ Rp. 40,000.00 = Rp. 16,000.00 0.0200 Mandor @ Rp. 49,500.00 = Rp. 990.00 0.1500 Tukang @ Rp. 52,250.00 = Rp. 7,837.50 0.0150 Kepala Tukang @ Rp. 60,500.00 = Rp. 907.50 0.1785 Zak Semen PC @ Rp. 33,000.00 = Rp. 5,890.50 0.0114 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 896.61


40 Anl. G. 50.i 1 M2 Plesteran 1 : 3 Tebal 15 mm 0.4000 Pekerja @ Rp. 40,000.00 = Rp. 16,000.00 0.0200 Mandor @ Rp. 49,500.00 = Rp. 990.00 0.1500 Tukang @ Rp. 52,250.00 = Rp. 7,837.50 0.0150 Kepala Tukang @ Rp. 60,500.00 = Rp. 907.50 0.2040 Zak Semen PC @ Rp. 33,000.00 = Rp. 6,732.00 0.0194 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 1,525.81


41 Anl. G. 50.k 1 M2 Plesteran 1 : 3 Tebal 10 mm 0.4000 Pekerja @ Rp. 40,000.00 = Rp. 16,000.00 0.0200 Mandor @ Rp. 49,500.00 = Rp. 990.00 0.1500 Tukang @ Rp. 52,250.00 = Rp. 7,837.50 0.0150 Kepala Tukang @ Rp. 60,500.00 = Rp. 907.50 0.1347 Zak Semen PC @ Rp. 33,000.00 = Rp. 4,445.10 0.0130 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 1,022.45


42 Anl. G. 50.q 1 M2 Plesteran 1 : 4 Tebal 10 mm 0.4000 Pekerja @ Rp. 40,000.00 = Rp. 16,000.00 0.0200 Mandor @ Rp. 49,500.00 = Rp. 990.00 0.1500 Tukang @ Rp. 52,250.00 = Rp. 7,837.50 0.0150 Kepala Tukang @ Rp. 60,500.00 = Rp. 907.50 0.1084 Zak Semen PC @ Rp. 33,000.00 = Rp. 3,577.20 0.0139 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 1,093.24


43 Anl. G. 50.q.1 1 M2 Plesteran 1 : 4 Tebal 15 mm 0.4000 Pekerja @ Rp. 40,000.00 = Rp. 16,000.00 0.0200 Mandor @ Rp. 49,500.00 = Rp. 990.00 0.1500 Tukang @ Rp. 52,250.00 = Rp. 7,837.50 0.0150 Kepala Tukang @ Rp. 60,500.00 = Rp. 907.50 0.1627 Zak Semen PC @ Rp. 33,000.00 = Rp. 5,369.10 0.0209 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 1,643.78


44 Anl. G. 60 1 M2 memasang conblock K 125 0.4000 Pekerja @ Rp. 40,000.00 = Rp. 16,000.00 0.1000 Tukang @ Rp. 52,250.00 = Rp. 5,225.00 46.0000 Bh Conblock @ Rp. 1,650.00 = Rp. 75,900.00 0.1200 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 9,438.00


45 Anl. G. 67 1 M2 lantai beton tebal 7 cm camp. 1 : 3 : 6 diplester tebal 6 mm 0.7200 Pekerja @ Rp. 40,000.00 = Rp. 28,800.00 0.0360 Mandor @ Rp. 49,500.00 = Rp. 1,782.00 0.1350 Tukang @ Rp. 52,250.00 = Rp. 7,053.75 0.0135 Kepala Tukang @ Rp. 60,500.00 = Rp. 816.75 0.0700 M3 Batu Kerikil (A) @ Rp. 148,500.00 = Rp. 10,395.00 0.4547 Zak Semen PC @ Rp. 33,000.00 = Rp. 15,005.10

0.0440 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 3,460.60 Jumlah = Rp. 67,313.20


46 Anl. G. 68 1 M' Pasang Plint tegel PC 15 x 30 cm 0.3000 Pekerja @ Rp. 40,000.00 = Rp. 12,000.00 0.0150 Mandor @ Rp. 49,500.00 = Rp. 742.50 0.1000 Tukang @ Rp. 52,250.00 = Rp. 5,225.00 0.0100 Kepala Tukang @ Rp. 60,500.00 = Rp. 605.00 3.3330 Bh Plint Tegel 15 x 30 @ Rp. 1,550.00 = Rp. 5,166.15 0.0765 Zak Semen PC @ Rp. 33,000.00 = Rp. 2,524.50 0.0070 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 550.55


47 Anl. G. 68.a 1 M' Pasang Plint keramik 15 x 30 cm 0.3000 Pekerja @ Rp. 40,000.00 = Rp. 12,000.00 0.0150 Mandor @ Rp. 49,500.00 = Rp. 742.50 0.1000 Tukang @ Rp. 52,250.00 = Rp. 5,225.00 0.0100 Kepala Tukang @ Rp. 60,500.00 = Rp. 605.00 3.3330 Bh Plint keramik 15 x 30 @ Rp. 2,750.00 = Rp. 9,165.75 0.0765 Zak Semen PC @ Rp. 33,000.00 = Rp. 2,524.50 0.0070 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 550.55


48 Anl. G. 72 1 M2 Lantai tegel tahu ukk. 20 x 20 cm 0.5000 Pekerja @ Rp. 40,000.00 = Rp. 20,000.00 0.0250 Mandor @ Rp. 49,500.00 = Rp. 1,237.50 0.2500 Tukang @ Rp. 52,250.00 = Rp. 13,062.50 0.0250 Kepala Tukang @ Rp. 60,500.00 = Rp. 1,512.50 25.0000 Bh Tegel tahu 20 x 20 cm @ Rp. 2,000.00 = Rp. 50,000.00 0.1419 Zak Semen PC @ Rp. 33,000.00 = Rp. 4,682.70 2.4000 Kg Kapur @ Rp. 600.00 = Rp. 1,440.00 0.0230 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 1,808.95


49 Anl. G. 72.a 1 M2 Lantai tegel semen ukk. 30 x 30 cm 0.5000 Pekerja @ Rp. 40,000.00 = Rp. 20,000.00 0.0250 Mandor @ Rp. 49,500.00 = Rp. 1,237.50 0.2500 Tukang @ Rp. 52,250.00 = Rp. 13,062.50 0.0250 Kepala Tukang @ Rp. 60,500.00 = Rp. 1,512.50 11.1100 Bh Tegel warna 30 x 30 cm @ Rp. 3,650.00 = Rp. 40,551.50 0.1419 Zak Semen PC @ Rp. 33,000.00 = Rp. 4,682.70 2.4000 Kg Kapur @ Rp. 600.00 = Rp. 1,440.00 0.0230 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 1,808.95


50 Anl. G. 72.b 1 M2 Lantai keramik uk. 10 x 20 cm 0.5000 Pekerja @ Rp. 40,000.00 = Rp. 20,000.00 0.0250 Mandor @ Rp. 49,500.00 = Rp. 1,237.50 0.2500 Tukang @ Rp. 52,250.00 = Rp. 13,062.50 0.0250 Kepala Tukang @ Rp. 60,500.00 = Rp. 1,512.50 50.0000 Bh Keramik 10 x 20 cm @ Rp. 1,100.00 = Rp. 55,000.00 0.1419 Zak Semen PC @ Rp. 33,000.00 = Rp. 4,682.70 0.0020 Zak Semen putih @ Rp. 84,700.00 = Rp. 169.40 2.4000 Kg Kapur @ Rp. 600.00 = Rp. 1,440.00 0.0230 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 1,808.95


51 Anl. G. 72.c 1 M2 Lantai keramik uk. 20 x 20 cm 0.5000 Pekerja @ Rp. 40,000.00 = Rp. 20,000.00 0.0250 Mandor @ Rp. 49,500.00 = Rp. 1,237.50 0.2500 Tukang @ Rp. 52,250.00 = Rp. 13,062.50 0.0250 Kepala Tukang @ Rp. 60,500.00 = Rp. 1,512.50 25.0000 Bh Keramik 20 x 20 cm @ Rp. 2,200.00 = Rp. 55,000.00 0.1419 Zak Semen PC @ Rp. 33,000.00 = Rp. 4,682.70 0.0020 Zak Semen putih @ Rp. 84,700.00 = Rp. 169.40 2.4000 Kg Kapur @ Rp. 600.00 = Rp. 1,440.00 0.0230 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 1,808.95


52 Anl. G. 72.d 1 M2 Lantai keramik uk. 30 x 30 cm 0.5000 Pekerja @ Rp. 40,000.00 = Rp. 20,000.00 0.0250 Mandor @ Rp. 49,500.00 = Rp. 1,237.50 0.2500 Tukang @ Rp. 52,250.00 = Rp. 13,062.50 0.0250 Kepala Tukang @ Rp. 60,500.00 = Rp. 1,512.50 11.1100 Bh Keramik 30 x 30 cm @ Rp. 5,500.00 = Rp. 61,105.00 0.1419 Zak Semen PC @ Rp. 33,000.00 = Rp. 4,682.70 0.0020 Zak Semen putih @ Rp. 84,700.00 = Rp. 169.40 2.4000 Kg Kapur @ Rp. 600.00 = Rp. 1,440.00 0.0230 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 1,808.95


53 Anl. G. 72.e 1 M2 Lantai keramik uk. 40 x 40 cm 0.5000 Pekerja @ Rp. 40,000.00 = Rp. 20,000.00 0.0250 Mandor @ Rp. 49,500.00 = Rp. 1,237.50 0.2500 Tukang @ Rp. 52,250.00 = Rp. 13,062.50 0.0250 Kepala Tukang @ Rp. 60,500.00 = Rp. 1,512.50 6.2500 Bh Keramik 40 x 40 cm @ Rp. 10,450.00 = Rp. 65,312.50 0.1419 Zak Semen PC @ Rp. 33,000.00 = Rp. 4,682.70 0.0020 Zak Semen putih @ Rp. 84,700.00 = Rp. 169.40 2.4000 Kg Kapur @ Rp. 600.00 = Rp. 1,440.00 0.0230 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 1,808.95


54 Anl. G.72f 1 M2 Pasang lantai keramik Essenza 40 x 40 cm Upah : 0.5000 Pekerja @ Rp. 40,000.00 = Rp. 20,000.00 0.0250 Mandor @ Rp. 49,500.00 = Rp. 1,237.50 0.2500 Tukang @ Rp. 52,250.00 = Rp. 13,062.50 0.0250 Kepala Tukang @ Rp. 60,500.00 = Rp. 1,512.50

= Rp. 35,812.50 1.5 x @ Rp. 35,812.50 = Rp. 53,718.75

Bahan : 6.2500 Bh Keramik Essenza 40 x 40 cm @ Rp. 42,500.00 = Rp. 265,625.00 0.1419 Zak Semen PC @ Rp. 33,000.00 = Rp. 4,682.70 0.0020 Zak Semen Putih @ Rp. 84,700.00 = Rp. 169.40 2.4000 Kg Kapur @ Rp. 600.00 = Rp. 1,440.00 0.0230 M3 Pasir pasang @ Rp. 78,650.00 = Rp. 1,808.95

273,726.05 Jumlah = Rp. 327,444.80


55 Anl. Supl. IV 1 M2 Pas. Keramik dinding uk. 10 x 20 cm 1.0000 Pekerja @ Rp. 40,000.00 = Rp. 40,000.00 0.0500 Mandor @ Rp. 49,500.00 = Rp. 2,475.00 0.5000 Tukang @ Rp. 52,250.00 = Rp. 26,125.00 0.0500 Kepala Tukang @ Rp. 60,500.00 = Rp. 3,025.00 50.0000 Bh Keramik 10 x 20 cm @ Rp. 1,100.00 = Rp. 55,000.00 0.0100 Perekat (G.14) @ Rp. 559,422.00 = Rp. 5,594.22


56 Anl. Supl. IV. 1 M2 Pas. Keramik dinding uk. 20 x 20 cm 1.0000 Pekerja @ Rp. 40,000.00 = Rp. 40,000.00 0.0500 Mandor @ Rp. 49,500.00 = Rp. 2,475.00 0.5000 Tukang @ Rp. 52,250.00 = Rp. 26,125.00 0.0500 Kepala Tukang @ Rp. 60,500.00 = Rp. 3,025.00 25.0000 Bh Keramik 20 x 20 cm @ Rp. 2,200.00 = Rp. 55,000.00 0.0100 Perekat (G.14) @ Rp. 559,422.00 = Rp. 5,594.22




58 Supl. V : Untuk beton bertulang 59. Anl. G.41 1 M3 Beton cor 1 : 2 : 3

6.0000 Pekerja @ Rp. 40,000.00 = Rp. 240,000.00 0.3000 Mandor @ Rp. 49,500.00 = Rp. 14,850.00 1.0000 Tukang @ Rp. 52,250.00 = Rp. 52,250.00 0.1000 Kepala Tukang @ Rp. 60,500.00 = Rp. 6,050.00 0.8300 M3 Batu Kerikil (A) @ Rp. 148,500.00 = Rp. 123,255.00 8.5000 Zak Semen PC @ Rp. 33,000.00 = Rp. 280,500.00 0.5400 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 42,471.00


60. Anl. I.2 Mengerjakan (memotong/memasang) 110 Kg besi untuk beton bertulang Upah : 9.0000 Pekerja @ Rp. 40,000.00 = Rp. 360,000.00 9.0000 Tukang @ Rp. 52,250.00 = Rp. 470,250.00 3.0000 Kepala Tukang @ Rp. 60,500.00 = Rp. 181,500.00

= Rp. 1,011,750.00 0.5 x @ Rp. 1,011,750.00 = Rp. 505,875.00

Bahan : 110.0000 Kg Besi beton @ Rp. 8,800.00 = Rp. 968,000.00 2.0000 Kg Kawat beton @ Rp. 8,800.00 = Rp. 17,600.00

985,600.00 Jumlah = Rp. 1,491,475.00

Tiap - tiap 1 M3 besi bertulang diperlukan 125 Kg besi yaitu :Untuk 1 M3 = 1.25 x @ Rp. 1,491,475.00 1,864,343.75


61. Anl. F.8 1 M3 Beton bertulang diperlukan 10 M2 papan bekisting 1 M2 upah cetakan beton 0.2000 Pekerja @ Rp. 40,000.00 = Rp. 8,000.00 0.0100 Mandor @ Rp. 49,500.00 = Rp. 495.00 0.5000 Tukang @ Rp. 52,250.00 = Rp. 26,125.00 0.0500 Kepala Tukang @ Rp. 60,500.00 = Rp. 3,025.00

= Rp. 37,645.00 Untuk 10 M2 10 x @ Rp. 37,645.00 = Rp. 376,450.00

Bahan - bahan yang diperlukan : 4.0000 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 35,200.00 0.4000 M3 Kayu Sembarang @ Rp. 2,550,000.00 = Rp. 1,020,000.00

1,055,200.00 Jumlah = Rp. 1,431,650.00

Dibulatkan = Rp. 1,431,650.00 Himpunan Supl. V

1 Anl. G.41 = Rp. 759,376.00 2 Anl. I2 = Rp. 1,864,344.00 3 Anl. F.8 = Rp. 1,431,650.00


62 Anl. Supl. VIII 1 M2 Plafond Asbes 1 x 1 m 0.5000 Pekerja @ Rp. 40,000.00 = Rp. 20,000.00 0.0250 Mandor @ Rp. 49,500.00 = Rp. 1,237.50 1.0000 Lbr Asbes 1 x 1m Atrisco @ Rp. 11,000.00 = Rp. 11,000.00 0.0200 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 176.00 1.0000 Bh Lat Asbes @ Rp. 6,650.00 = Rp. 6,650.00


63 Anl. Supl. VIII. 1 M2 Plafond triplek 4 mm 0.5000 Pekerja @ Rp. 40,000.00 = Rp. 20,000.00 0.0250 Mandor @ Rp. 49,500.00 = Rp. 1,237.50 1.0500 M2 Triplek 4 mm @ Rp. 15,972.00 = Rp. 16,770.60 0.0200 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 176.00 1.0000 Bh Lat @ Rp. - = Rp. -


64 Anl. Taksir (a 1 M2 Gymsum rangka partisi metal sistem 0.0350 Tukang @ Rp. 52,250.00 = Rp. 1,828.75 0.3500 Kepala Tukang @ Rp. 60,500.00 = Rp. 21,175.00 1.9000 M' Wall stud 64 mm @ Rp. 7,150.00 = Rp. 13,585.00 0.4200 M' Wall track mead 64 @ Rp. 7,150.00 = Rp. 3,003.00 0.4200 M' Wall track bottom @ Rp. 7,150.00 = Rp. 3,003.00 12.0000 Bh Sekrup Fisher @ Rp. 250.00 = Rp. 3,000.00


65 Anl. Taksir (b 1 M2 Gymsum board 6 mm (partisi) 0.0500 Pekerja @ Rp. 40,000.00 = Rp. 2,000.00 0.1500 Tukang @ Rp. 52,250.00 = Rp. 7,837.50 0.0250 Kepala Tukang @ Rp. 60,500.00 = Rp. 1,512.50 0.0600 Lbr Kertas Pasir @ Rp. 2,750.00 = Rp. 165.00 0.2200 Kg Dempul Gypsum @ Rp. 6,400.00 = Rp. 1,408.00 12.0000 Bh Screw @ Rp. 250.00 = Rp. 3,000.00 1.0000 Lbr Gypsum board 6 mm @ Rp. 67,000.00 = Rp. 67,000.00


66 Anl. Taksir (c 1 M2 Gymsum board 9 mm (partisi) 0.0500 Pekerja @ Rp. 40,000.00 = Rp. 2,000.00 0.1500 Tukang @ Rp. 52,250.00 = Rp. 7,837.50 0.0250 Kepala Tukang @ Rp. 60,500.00 = Rp. 1,512.50 0.0600 Lbr Kertas Pasir @ Rp. 2,750.00 = Rp. 165.00 0.2200 Kg Dempul Gypsum @ Rp. 6,400.00 = Rp. 1,408.00 12.1000 Bh Screw @ Rp. 250.00 = Rp. 3,025.00 1.0000 Lbr Gypsum board 9 mm @ Rp. 86,000.00 = Rp. 86,000.00


67 Anl. Taksir (d 1 M2 Gymsum board 12 mm (partisi) 0.0500 Pekerja @ Rp. 40,000.00 = Rp. 2,000.00 0.1500 Tukang @ Rp. 52,250.00 = Rp. 7,837.50 0.0250 Kepala Tukang @ Rp. 60,500.00 = Rp. 1,512.50 0.0140 Rol Paper Tape @ Rp. 35,350.00 = Rp. 494.90 0.0600 Lbr Kertas Pasir @ Rp. 2,750.00 = Rp. 165.00 0.2200 Kg Dempul Gypsum @ Rp. 6,400.00 = Rp. 1,408.00 12.1000 Bh Screw @ Rp. 250.00 = Rp. 3,025.00 1.0000 Lbr Gypsum board 12 mm @ Rp. 105,600.00 = Rp. 105,600.00


68 Anl. Taksir (e 1 M2 frame celling concealed 0.3000 Pekerja @ Rp. 40,000.00 = Rp. 12,000.00 0.1000 Tukang @ Rp. 52,250.00 = Rp. 5,225.00 0.9200 M' Top Cross @ Rp. 6,050.00 = Rp. 5,566.00 1.8400 M' Furing chanel @ Rp. 11,000.00 = Rp. 20,240.00 0.1900 M' Wall Angel (lokal) @ Rp. 4,950.00 = Rp. 940.50 1.3000 Bh Conector @ Rp. 550.00 = Rp. 715.00 0.6200 Bh Suspension, Spring clip 5 mm @ Rp. 1,250.00 = Rp. 775.00 0.6200 Bh Suspension Rod 100 cm 5 mm @ Rp. 1,250.00 = Rp. 775.00 0.6200 Bh Besi Angle bracket (to concrete) @ Rp. 950.00 = Rp. 589.00 0.6200 Bh Baut Ramset @ Rp. 1,250.00 = Rp. 775.00 0.6200 Bh Paku beton @ Rp. 350.00 = Rp. 217.00


69 Anl. Taksir (f 1 M2 frame celling Exposed 0.3000 Pekerja @ Rp. 40,000.00 = Rp. 12,000.00 0.1000 Tukang @ Rp. 52,250.00 = Rp. 5,225.00 0.9200 M' Main runner White @ Rp. 6,050.00 = Rp. 5,566.00 1.8400 M' Cross tee white @ Rp. 5,500.00 = Rp. 10,120.00 0.2000 M' Wall angle white @ Rp. 5,400.00 = Rp. 1,080.00 0.6200 Bh Suspension Rod 3 mm @ Rp. 1,250.00 = Rp. 775.00 0.6200 Bh Suspension clip @ Rp. 3,650.00 = Rp. 2,263.00 1.3000 Bh Connector @ Rp. 550.00 = Rp. 715.00 0.6200 Bh Besi Angle bracket (to concrete) @ Rp. 950.00 = Rp. 589.00 0.6200 Bh Baut Ramset @ Rp. 1,250.00 = Rp. 775.00 0.6200 Bh Paku beton @ Rp. 350.00 = Rp. 217.00


70 Anl. Taksir (g 1 M2 Celling Gypsum Board 6 mm (Standart) 0.3000 Pekerja @ Rp. 40,000.00 = Rp. 12,000.00 0.1000 Tukang @ Rp. 52,250.00 = Rp. 5,225.00 0.0200 Rol Paper Tape (20x76) @ Rp. 35,350.00 = Rp. 707.00 0.0700 Lbr Kertas Pasir @ Rp. 2,750.00 = Rp. 192.50 0.1900 Kg Dempul Gypsum @ Rp. 6,400.00 = Rp. 1,216.00 11.0000 Bh Screw @ Rp. 250.00 = Rp. 2,750.00 1.0500 M2 Gypsum board 6 mm @ Rp. 23,300.00 = Rp. 24,465.00


71 Anl. Taksir (h 1 M2 Celling Gypsum Board 9 mm (Standart)

0.3000 Pekerja @ Rp. 40,000.00 = Rp. 12,000.00 0.1000 Tukang @ Rp. 52,250.00 = Rp. 5,225.00 0.0200 Rol Paper Tape (20x76) @ Rp. 35,350.00 = Rp. 707.00 0.0700 Lbr Kertas Pasir @ Rp. 2,750.00 = Rp. 192.50 0.1900 Kg Dempul Gypsum @ Rp. 6,400.00 = Rp. 1,216.00 11.0000 Bh Screw @ Rp. 250.00 = Rp. 2,750.00 1.0500 M2 Gypsum board 9 mm @ Rp. 29,900.00 = Rp. 31,395.00


72 Anl. H.2 1 M2 Pasangan atap genteng Beton warna 0.2000 Pekerja @ Rp. 40,000.00 = Rp. 8,000.00 0.0100 Mandor @ Rp. 49,500.00 = Rp. 495.00 0.1000 Tukang @ Rp. 52,250.00 = Rp. 5,225.00 0.0100 Kepala Tukang @ Rp. 60,500.00 = Rp. 605.00 11.0000 Bh Genteng beton warna @ Rp. 7,100.00 = Rp. 78,100.00


73 Anl. H.2.a 1 M2 Pasangan atap genteng keramik 0.2000 Pekerja @ Rp. 40,000.00 = Rp. 8,000.00 0.0100 Mandor @ Rp. 49,500.00 = Rp. 495.00 0.1000 Tukang @ Rp. 52,250.00 = Rp. 5,225.00 0.0100 Kepala Tukang @ Rp. 60,500.00 = Rp. 605.00 14.5000 Bh Genteng Keramik @ Rp. 12,100.00 = Rp. 175,450.00


74 Anl. H.8 1 M2 Pasangan atap asbes gelombang 0.1000 Pekerja @ Rp. 40,000.00 = Rp. 4,000.00 0.0050 Mandor @ Rp. 49,500.00 = Rp. 247.50 0.2000 Tukang @ Rp. 52,250.00 = Rp. 10,450.00 0.0200 Kepala Tukang @ Rp. 60,500.00 = Rp. 1,210.00 0.8700 Bh Atap asbes gelombang @ Rp. 36,300.00 = Rp. 31,581.00 6.0000 Bh Paku atap @ Rp. 350.00 = Rp. 2,100.00


75 Anl. H.8.a 1 M2 Pasangan Atap Seng BJLS 35 K 0.1000 Pekerja @ Rp. 40,000.00 = Rp. 4,000.00 0.0050 Mandor @ Rp. 49,500.00 = Rp. 247.50 0.2000 Tukang @ Rp. 52,250.00 = Rp. 10,450.00 0.0200 Kepala Tukang @ Rp. 60,500.00 = Rp. 1,210.00 0.8700 Lbr Atap asbes gelombang @ Rp. 56,650.00 = Rp. 49,285.50 6.0000 Bh Paku Seng @ Rp. 350.00 = Rp. 2,100.00


76 Anl. H.8.b 1 M2 Atap Asbes motif genteng 0.1000 Pekerja @ Rp. 40,000.00 = Rp. 4,000.00 0.0050 Mandor @ Rp. 49,500.00 = Rp. 247.50 0.2000 Tukang @ Rp. 52,250.00 = Rp. 10,450.00 0.0200 Kepala Tukang @ Rp. 60,500.00 = Rp. 1,210.00 1.1000 Lbr Atap asbes gelombang @ Rp. 40,500.00 = Rp. 44,550.00 4.0000 Bh Paku Seng @ Rp. 350.00 = Rp. 1,400.00


77 Anl. H.8.10 1 M' Rabung Seng BJLS 35 K 0.0250 Pekerja @ Rp. 40,000.00 = Rp. 1,000.00 0.0250 Tukang @ Rp. 52,250.00 = Rp. 1,306.25 0.0025 Kepala Tukang @ Rp. 60,500.00 = Rp. 151.25 0.6000 Lbr Rabung Seng BJLS 35 K @ Rp. 18,150.00 = Rp. 10,890.00 4.0000 Bh Paku Seng @ Rp. 350.00 = Rp. 1,400.00


78 Anl. H.10.a 1 M' Rabung Genteng 0.0400 Pekerja @ Rp. 40,000.00 = Rp. 1,600.00 0.0020 Mandor @ Rp. 49,500.00 = Rp. 99.00 0.0200 Tukang @ Rp. 52,250.00 = Rp. 1,045.00 0.0020 Kepala Tukang @ Rp. 60,500.00 = Rp. 121.00 3.5000 Bh Rabung Genteng @ Rp. 5,900.00 = Rp. 20,650.00 0.0030 Perekat G.16 @ Rp. 456,159.00 = Rp. 1,368.48


79 Anl. H.15 1 M' Talang Patahan Seng 35 K 0.2500 Pekerja @ Rp. 40,000.00 = Rp. 10,000.00 0.0150 Mandor @ Rp. 49,500.00 = Rp. 742.50 0.4000 Tukang @ Rp. 52,250.00 = Rp. 20,900.00 0.0400 Kepala Tukang @ Rp. 60,500.00 = Rp. 2,420.00 0.2500 Lbr Seng Plat 35 K @ Rp. 82,500.00 = Rp. 20,625.00

Ongkos Patri @ Rp. 3,000.00 = Rp. 3,000.00 Jumlah = Rp. 57,687.50


80 Anl. H.17 1 M' Talang datar seng 35 K bentuk 1/2 Lingkaran 0.3000 Pekerja @ Rp. 40,000.00 = Rp. 12,000.00 0.0150 Mandor @ Rp. 49,500.00 = Rp. 742.50 0.5000 Tukang @ Rp. 52,250.00 = Rp. 26,125.00 0.0500 Kepala Tukang @ Rp. 60,500.00 = Rp. 3,025.00 0.3000 Lbr Seng Plat 35 K @ Rp. 82,500.00 = Rp. 24,750.00



81 Anl. H.18 0.0250 Pekerja @ Rp. 40,000.00 = Rp. 1,000.00 0.0110 Mandor @ Rp. 49,500.00 = Rp. 544.50 0.3750 Tukang @ Rp. 52,250.00 = Rp. 19,593.75 0.0375 Kepala Tukang @ Rp. 60,500.00 = Rp. 2,268.75 0.2080 Lbr Seng Plat 35 K @ Rp. 82,500.00 = Rp. 17,160.00



82 Anl. K.23 100 M2 Upah Mengecet 5.0000 Pekerja @ Rp. 40,000.00 = Rp. 200,000.00 0.2500 Mandor @ Rp. 49,500.00 = Rp. 12,375.00 7.5000 Tukang @ Rp. 52,250.00 = Rp. 391,875.00 0.7500 Kepala tukang @ Rp. 60,500.00 = Rp. 45,375.00

Jumlah = Rp. 649,625.00

Upah untuk 1 M2 0.01 @ Rp. 649,625.00 = Rp. 6,496.25 Dibulatkan = Rp. 6,497.00

83 Anl. K.23.a 1 M2 Cat tembok (3 x cat) 3.0000 Upah cat 3 Lapis @ Rp. 6,497.00 = Rp. 19,491.00 0.4250 Kg Cat Tembok @ Rp. 13,650.00 = Rp. 5,801.25


84 Anl. K.23.a1 1 M2 Cat tembok (2 x cat) 2.0000 Upah cat 2 Lapis @ Rp. 6,497.00 = Rp. 12,994.00 0.2830 Kg Cat Tembok @ Rp. 13,650.00 = Rp. 3,862.95


85 Anl. K.23.b 1 M2 Cat Kilat (3 x Cat) 3.0000 Upah cat 3 Lapis @ Rp. 6,497.00 = Rp. 19,491.00 0.4250 Kg Cat Kilat @ Rp. 38,500.00 = Rp. 16,362.50 0.1000 Ltr Tinner @ Rp. 10,450.00 = Rp. 1,045.00


86 Anl. K.23.b1 1 M2 Cat Kilat (2 x Cat) 2.0000 Upah cat 2 Lapis @ Rp. 6,497.00 = Rp. 12,994.00 0.2830 Kg Cat Kilat @ Rp. 38,500.00 = Rp. 10,895.50 0.1000 Ltr Tinner @ Rp. 10,450.00 = Rp. 1,045.00


87 Anl. K.23.c 1 M2 Cat Menie (1 x cat) 1.0000 Upah cat 1 Lapis @ Rp. 6,497.00 = Rp. 6,497.00 0.1416 Kg Cat Menie @ Rp. 33,000.00 = Rp. 4,672.80


88 Anl. K.23.d 1 M2 Cat Vernis (3 x cat) 3.0000 Upah cat 3 Lapis @ Rp. 6,497.00 = Rp. 19,491.00 0.4250 Kg Cat Vernis @ Rp. 33,600.00 = Rp. 14,280.00


1 M' Pipa talang seng 35 K ø 10 cm

89 Anl. K.23.d1 1 M2 Cat Vernis (2 x cat) 2.0000 Upah cat 2 Lapis @ Rp. 6,497.00 = Rp. 12,994.00 0.2830 Kg Cat Vernis @ Rp. 33,600.00 = Rp. 9,508.80


90 Anl. K.23.e 1 M2 Cat sending (3 x Cat) 3.0000 Upah cat 3 Lapis @ Rp. 6,497.00 = Rp. 19,491.00 0.4250 Kg Cat Sending @ Rp. 40,000.00 = Rp. 17,000.00 0.1000 Ltr Tinner @ Rp. 10,450.00 = Rp. 1,045.00


91 Anl. K.23.f 1 M2 Cat Melamix (3 x Cat) 3.0000 Upah cat 3 Lapis @ Rp. 6,497.00 = Rp. 19,491.00 0.4250 Kg Cat Melamix @ Rp. 55,000.00 = Rp. 23,375.00 0.1000 Ltr Tinner @ Rp. 10,450.00 = Rp. 1,045.00


92 Anl. L.4 Membongkar 1 M3 dinding tembok yang tipis berikut menbersihkan batas-batasnya 2.0000 Pekerja @ Rp. 40,000.00 = Rp. 80,000.00 0.1000 Mandor @ Rp. 49,500.00 = Rp. 4,950.00


93 Anl. L.5 Membongkar 1 M2 Lantai lama berikut membersihkannya 0.1000 Pekerja @ Rp. 40,000.00 = Rp. 4,000.00 0.0100 Mandor @ Rp. 49,500.00 = Rp. 495.00


94 Anl. L.6 1 M2 Mengupas Plesteran 0.0500 Pekerja @ Rp. 40,000.00 = Rp. 2,000.00 0.0025 Mandor @ Rp. 49,500.00 = Rp. 123.75


95 Anl. L.7 Menurunkan 1 M2 Atap Genteng/Sirap (jika dipakai kembali) 0.0200 Pekerja @ Rp. 40,000.00 = Rp. 800.00 0.0100 Mandor @ Rp. 49,500.00 = Rp. 495.00


Jika bongkaran tidak dipakai lagi di hitung 1/2 dari analisa L.7

0.5 x @ Rp. 1,295.00 = Rp. 647.50 Jumlah = Rp. 647.50

Dibulatkan = Rp. 648.00

96 Anl. L.8 Menurunkan 1 M2 atap seng 0.0500 Pekerja @ Rp. 40,000.00 = Rp. 2,000.00 0.0100 Mandor @ Rp. 49,500.00 = Rp. 495.00


97 Anl. L.9 Menurunkan 1 M2 atap seng 0.2000 Pekerja @ Rp. 40,000.00 = Rp. 8,000.00 0.0050 Mandor @ Rp. 49,500.00 = Rp. 247.50 0.0250 Tukang @ Rp. 52,250.00 = Rp. 1,306.25 0.0025 Kepala Tukang @ Rp. 60,500.00 = Rp. 151.25


Jika bongkaran tidak dipakai agi tukang dan kepala tukang bisa diabaikan

98 Anl. L11 Membongkar 1 M2 loteng, dinding luar, lantai jembatan (dari kayu) bagian atas, bawah dihitung terpisah 0.2000 Pekerja @ Rp. 40,000.00 = Rp. 8,000.00 0.0100 Mandor @ Rp. 49,500.00 = Rp. 495.00 0.0600 Tukang @ Rp. 52,250.00 = Rp. 3,135.00

0.0060 Kepala Tukang @ Rp. 60,500.00 = Rp. 363.00 Jumlah = Rp. 11,993.00


Jika bongkaran tidak dipakai lagi pekerja dan mandor diabaikan

99 Anl. L12 Membongkar 1 M3 Kuda-kuda, balok loteng, selasasr jembatan, dsb (kayu dipakai lagi) 4.0000 Pekerja @ Rp. 40,000.00 = Rp. 160,000.00 0.2000 Mandor @ Rp. 49,500.00 = Rp. 9,900.00 6.0000 Tukang @ Rp. 52,250.00 = Rp. 313,500.00 0.6000 Kepala Tukang @ Rp. 60,500.00 = Rp. 36,300.00


100 Anl. W.1 1 M3 Timbunan Pasir timbun untuk dasar badan jalan dan digilas padat 0.3750 Pekerja @ Rp. 40,000.00 = Rp. 15,000.00 0.0190 Mandor 0.00 @ Rp. 49,500.00 = Rp. 940.50 1.2000 M3 Pasiu Urug @ Rp. 51,700.00 = Rp. 62,040.00 5*3/4*1/7500 Biaya Gilas @ Rp. 6,597,750.00 = Rp. 3,298.88


101 Anl. W.1.a 1 M3 Timbunan Sirtu/Kerikil kotor dipadatkan dengan mesin gilas 0.3750 Pekerja @ Rp. 40,000.00 = Rp. 15,000.00 0.0190 Mandor 0.00 @ Rp. 49,500.00 = Rp. 940.50 1.1000 M3 Sirtu/Kerikil kotor @ Rp. 82,500.00 = Rp. 90,750.00 5*3/4*1/7500 Biaya Gilas @ Rp. 6,597,750.00 = Rp. 3,298.88


102 Anl. W.2 1 M2 Memasang sub base/onderlaag batu kali tebal 15-20 cm padat 0.3750 Pekerja @ Rp. 40,000.00 = Rp. 15,000.00 0.0190 Mandor 0.00 @ Rp. 49,500.00 = Rp. 940.50 0.2000 M3 Batu kali 15-20 cm @ Rp. 104,500.00 = Rp. 20,900.00 0.0500 M3 Pasir Urug @ Rp. 51,700.00 = Rp. 2,585.00

1/7500 Biaya Gilas @ Rp. 6,597,750.00 = Rp. 879.70 Jumlah = Rp. 40,305.20

Untuk tebal 10 cm10/15 x 0.66666667 @ Rp. 40,305.20 = Rp. 26,870.13 Dibulatkan = Rp. 26,871.00

103 Anl. W.3 100 M2 Lapisan Base course/slytlaag batu guli 6 cm dipadatkan 7.5000 Pekerja @ Rp. 40,000.00 = Rp. 300,000.00 0.3750 Mandor 0.03 @ Rp. 49,500.00 = Rp. 18,562.50 8.0000 M3 Batu Kerikil (A) @ Rp. 148,500.00 = Rp. 1,188,000.00 2.0000 M3 Pasir Urug @ Rp. 51,700.00 = Rp. 103,400.00

2/75 Biaya Gilas @ Rp. 6,597,750.00 = Rp. 175,940.00 Jumlah = Rp. 1,785,902.50

Untuk 1 M2 = 1/100 x 0.01 @ Rp. 1,785,902.50 = Rp. 17,859.03 Untuk tebal 5 cm 5/6 x 0.83333333 @ Rp. 17,859.03 = Rp. 14,882.52


104 Anl. W.3.a 100 M2 Lapisan Base course/slytlaag batu pecah 6 cm dipadatkan 7.5000 Pekerja @ Rp. 40,000.00 = Rp. 300,000.00 0.3750 Mandor 0.03 @ Rp. 49,500.00 = Rp. 18,562.50 8.0000 M3 Batu Pecah 2-3 cm @ Rp. 175,700.00 = Rp. 1,405,600.00 2.0000 M3 Pasir Urug @ Rp. 51,700.00 = Rp. 103,400.00

2/75 Biaya Gilas @ Rp. 6,597,750.00 = Rp. 175,940.00 Jumlah = Rp. 2,003,502.50

Untuk 1 M2 = 1/100 x 0.01 @ Rp. 2,003,502.50 = Rp. 20,035.03 Untuk tebal 5 cm 5/6 x 0.83333333 @ Rp. 20,035.03 = Rp. 16,695.85


105 Anl. W.4 Biaya Menggilas 1 Bulan (25 Hari) 25.0000 hari Sewa Mesin Gias @ Rp. 48,400.00 = Rp. 1,210,000.00 25.0000 hari Masinis @ Rp. 52,250.00 = Rp. 1,306,250.00 30.0000 hari Jaga Malam @ Rp. 40,000.00 = Rp. 1,200,000.00 500.0000 Ltr Minyak Solar @ Rp. 4,300.00 = Rp. 2,150,000.00 15.0000 Ltr Minyak Silinder @ Rp. 32,500.00 = Rp. 487,500.00 4.0000 Ltr Minyak Gerdang @ Rp. 28,000.00 = Rp. 112,000.00 5.0000 Ltr Minyak Gemuk @ Rp. 22,000.00 = Rp. 110,000.00

Pemeliharaan @ Rp. 22,000.00 = Rp. 22,000.00 Jumlah = Rp. 6,597,750.00


106 Anl. W.5 100 M2 Mengaspal I Jalan dengan aspal 2.5 Kg/M2 dan digilas padat 10.0000 Pekerja @ Rp. 40,000.00 = Rp. 400,000.00 0.5000 Mandor @ Rp. 49,500.00 = Rp. 24,750.00 250.0000 Kg Aspal AC 60/70 @ Rp. 4,350.00 = Rp. 1,087,500.00 1.2000 M3 Batu Kacang @ Rp. 135,000.00 = Rp. 162,000.00 0.7500 M3 Kayu Api @ Rp. 131,750.00 = Rp. 98,812.50 0.5000 Tempat memasak Aspal @ Rp. 19,150.00 = Rp. 9,575.00

1/750 Biaya Gilas 0.00133333333 @ Rp. 6,597,750.00 8,797.00 Alat-alat mengaspal @ Rp. 60,700.00 = Rp. 60,700.00

Jumlah = Rp. 1,852,134.50

Untuk 1 M2 = 1/100 x 0.01 @ Rp. 1,852,134.50 = Rp. 18,521.34 Dibulatkan = Rp. 18,522.00

107 Anl. W.7 100 M2 Mengaspal II Jalan dengan aspal 1.5 Kg/M2 dan digilas padat 8.0000 Pekerja @ Rp. 40,000.00 = Rp. 320,000.00 0.4000 Mandor @ Rp. 49,500.00 = Rp. 19,800.00 150.0000 Kg Aspal AC 60/70 @ Rp. 4,350.00 = Rp. 652,500.00 1.2000 M3 Splyt/Kepala Pasir @ Rp. 170,000.00 = Rp. 204,000.00 0.5000 M3 Kayu Api @ Rp. 131,750.00 = Rp. 65,875.00 0.3000 Tempat memasak Aspal @ Rp. 19,150.00 = Rp. 5,745.00


Jumlah = Rp. 1,337,417.00


108 Anl. W.5 + W.7 1 M2 Mengaspal I dan II permukaan badan jalan dengan aspal 4 Kg/M2 (2.5 Kg/M2 + 1.5 Kg/M2) 2 Kali Siram W.5 Mengaspal I = Rp. 18,522.00 W.7 Mengaspal II = Rp. 13,375.00

Jumlah = Rp. 31,897.00 Dibulatkan 31,897.00

Memperbaharui Lapisan Aspal Lama/Overpainting

109 Anl. W.5.a 100 M2 Mengaspal I Jalan dengan aspal 2 Kg/M2 dan digilas padat 10.0000 Pekerja @ Rp. 40,000.00 = Rp. 400,000.00 0.5000 Mandor @ Rp. 49,500.00 = Rp. 24,750.00 200.0000 Kg Aspal AC 60/70 @ Rp. 4,350.00 = Rp. 870,000.00 1.2000 M3 Batu Kacang @ Rp. 135,000.00 = Rp. 162,000.00 0.6000 M3 Kayu Api @ Rp. 131,750.00 = Rp. 79,050.00 0.5000 Tempat memasak Aspal @ Rp. 19,150.00 = Rp. 9,575.00


Jumlah = Rp. 1,614,872.00


110 Anl. W.7.a 100 M2 Mengaspal II Jalan dengan aspal 1 Kg/M2 dan digilas padat 8.0000 Pekerja @ Rp. 40,000.00 = Rp. 320,000.00 0.4000 Mandor @ Rp. 49,500.00 = Rp. 19,800.00 100.0000 Kg Aspal AC 60/70 @ Rp. 4,350.00 = Rp. 435,000.00 1.2000 M3 Splyt/Kepala Pasir @ Rp. 170,000.00 = Rp. 204,000.00 0.4000 M3 Kayu Api @ Rp. 131,750.00 = Rp. 52,700.00 0.3000 Tempat memasak Aspal @ Rp. 19,150.00 = Rp. 5,745.00


Jumlah = Rp. 1,106,742.00


111 Anl. W.5a + W.7a Untuk 1 M2 Mengaspal I dan II jalan dengan aspal 3 Kg/M2 2 x Siram(memperbaharui Lapisan lama/Overpainting) W.5a Mengaspal I = Rp. 16,149.00 W.7a Mengaspal II = Rp. 11,068.00

Jumlah = Rp. 27,217.00 Dibulatkan 27,217.00

Memperbaharui Lapisan Aspal Lama/Overpainting Medan, 11 April 2006Disusun Oleh :

EDO BARLIAN, ST

DAFTAR HARGA ANALISA

1 Anl. A.1 1 M3 Galian Tanah Rp. 31,238.00

2 Anl. A.1.1 1 M3 Timbunan Kembali Rp. 7,810.00

3 Anl. A.2 1 M3 Galian Tanah Keras Rp. 41,634.00

4 Anl. A.6 1 M3 Angkut Tanha Max. 30 M' Rp. 13,695.00

5 Anl. A.18 1 M3 Pasir Urug Rp. 74,535.00

6 Anl. F.1 1 M3 Gantungan/Rangka plafond Rp. 4,312,698.00

7 Anl. F.1.a 1 M2 Piyan Papan rider/STRIP Rp. 169,293.00

8 Anl. F.16 1 M2 Rangka atap (pasang usuk dan reng untuk atap genteng dan sir Rp. 62,625.00

9 Anl. F.16.a 1 M2 Rangka Atap Gentng biasa/genteng semen (psg usuk, reng dan Rp. 98,707.00

10 Anl. F.19 1 M2 Rangka atap seng Rp. 45,357.00

11 Anl. F.21 1 M2 Lystplank Rp. 193,813.00

12 Anl. F.22 1 M3 Kayu kuda-kuda Rp. 6,512,500.00

13 Anl. F.27 1 M3 Kozen pintu/jendela tanpa jelusi Rp. 6,947,250.00

14 Anl. F.27.a 1 M3 Kozen pintu/jendela dengan jelusi Rp. 7,086,850.00

15 Anl. F.28 1 M3 Kosen yang berlubang cahaya berbentuk busur Rp. 7,164,625.00

16 Anl. F.33 1 M2 Pintu/Jendela panel Rp. 511,519.00

17 Anl. F.33.a 1 M2 Daun pintu triplek 4 mm double Rp. 166,397.00

18 Anl. F.30.a 1 M2 Daun pintu triplek sungkai double rangka kayu meranti Rp. 322,322.00

19 Anl. F.34 1 M2 Pintu/jendela Jalusi Rp. 677,668.00

20 Anl. F.36 1 M2 Pintu/jendela kaca Rp. 527,925.00

21 Anl. F.37 1 M2 Dinding papan dilidah/alur Rp. 101,317.00

22 Anl. F.37.a 1 M2 Dinding papan susun sirih Rp. 73,627.00

23 Anl. F.37.b 1 M2 Dinding triplek 4 mm rangka kayu meranti Rp. 89,128.00

24 Anl. F.37.c 1 M2 Dinding double triplek 4 mm rangka kayu meranti Rp. 109,808.00

25 Anl. F.37.d 1 M2 Dinding double triplek sungkai rangka kayu meranti Rp. 192,440.00

26 Anl. F.37.e 1 M2 Lapis Dinding triplek sungkai rangka kayu meranti Rp. 130,638.00

27 Anl. F.60 1 M' Memasang cerocok kayu laut 1 batang tinggi 2.5 M Rp. 598,425.00

28 Anl. G.2 1 M3 Lantai Kerja batu kosong Rp. 190,158.00

29 Anl. G.14 1 M3 Perekat 1 : 2 Rp. 559,422.00

30 Anl. G.16 1 M3 Perekat 1 : 3 Rp. 456,159.00

31 Anl. G.31.h 1 M3 Pasangan batu belah atau batu kali 1 : 4 Rp. 514,122.00

32 Anl. G.31.m 1 M3 Pasangan batu belah atau batu kali 1 : 3 Rp. 523,685.00

33 Anl. G.32.h 1 M3 Pasangan Batu bata 1 : 4 Rp. 703,008.00

34 Anl. G.32.m 1 M3 Pasangan Batu bata 1 : 2 (trasraam) Rp. 762,620.00

35 Anl. G.41 1 M3 Beton cor 1 : 2 : 3 Rp. 759,376.00

36 Anl. G.41.a 1 M3 Beton cor 1 : 1.5 : 2.5 Rp. 785,181.00

37 Anl. G.42 1 M3 Beton cor 1 : 2 : 4 dipakai untuk lantai ubin, beton yang dicor Rp. 710,591.00

dibawah air, lapisan turap Rp.

38 Anl. G.43 1 M3 Beton cor 1 : 2.5 : 5 Rp. 678,132.00

39 Anl. G.44 1 M3 Beton cor 1 : 3 : 6 (untuk beton yang dicor dalam air tebal 6 cm Rp. 646,577.00

40 Anl. G.50.h 1 M2 Plesteran 1 : 2 tebal 10 mm (trasraam) Rp. 32,523.00

41 Anl. G.50.i 1 M2 Plesteran 1 : 3 Tebal 15 mm Rp. 33,993.00

42 Anl. G.50.k 1 M2 Plesteran 1 : 3 Tebal 10 mm Rp. 31,203.00

43 Anl. G.50.q 1 M2 Plesteran 1 : 4 Tebal 10 mm Rp. 30,406.00

Masuk kedalam tanah 1.5 - ø 3' - 4"

44 Anl. G.50.q.1 1 M2 Plesteran 1 : 4 Tebal 15 mm Rp. 32,748.00

45 Anl. G.60 1 M2 Memasang Conblock Rp. 106,563.00

46 Anl. G.67 1 M2 Lantai beton tebal 7 cm campuran 1 : 3 : 6 diplester tebal 6 mm Rp. 67,314.00

47 Anl. G.68 1 M' Pasang Plint tegel PC 15 x 30 cm Rp. 26,814.00

48 Anl. G.68.a 1 M' Pasang Plint tegel Keramik 15 x 30 Rp. 30,814.00

49 Anl. G.72 1 M2 Pasang Lantai tegel tahu Uk. 20 x 20 cm Rp. 93,745.00

50 Anl. G.72.a 1 M2 Pasang Lantai tegel semen uk. 30 x 30 cm Rp. 84,296.00

51 Anl. G.72.b 1 M2 Pasang Lantai Keramik uk. 10 x 20 cm Rp. 98,914.00

52 Anl. G.72.c 1 M2 Pasang Lantai Keramik uk. 20 x 20 cm Rp. 98,914.00

53 Anl. G.72.d 1 M2 Pasang Lantai Keramik uk. 30 x 30 cm Rp. 105,019.00

54 Anl. G.72.e 1 M2 Pasang Lantai Keramik uk. 40 x 40 cm Rp. 109,227.00

55 Anl. G.72.f 1 M2 Pasang Lantai Keramik Essenza uk. 40 x 40 cm Rp. 327,445.00

56 Anl. Supl. IV 1 M2 Pas. Kes Keramik dinding uk. 10 x 20 cm Rp. 132,220.00

57 Anl. Supl. IV.a 1 M2 Pas. Kes Keramik dinding uk. 20 x 20 cm Rp. 132,220.00

58 Anl. Supl. IV.b 1 M2 Pas. Kes Keramik dinding uk. 20 x 25 cm Rp. 138,220.00

59 Supl. V Untuk beton bertulang Rp. 4,055,370.00

60 Anl. G.41 1 M3 Beton Cor 1 : 2 : 3 Rp. 759,376.00

61 Anl. I.2 Mengerjakan (memotng/memasang) 110 Kg besi untuk beton be Rp. 1,864,344.00

62 Anl. F.8 1 M3 Beton bertulang diperlukan 10 M2 papan Bekisting Rp. 1,431,650.00

63 Anl. Supl.VIII 1 M2 Plafond Asbes 1 x 1 m Rp. 39,064.00

64 Anl. Supl.VIII.a 1 M2 Plafond triplek 4 mm Rp. 38,185.00

65 Anl. Taksir(a) 1 M2 Gypsum Rangka partisi metal sistem Rp. 45,595.00

66 Anl. Taksir(b) 1 M2 Gypsum board 6 mm (partisi) Rp. 82,923.00

67 Anl. Taksir(c) 1 M2 Gypsum board 9 mm (partisi) Rp. 101,948.00

68 Anl. Taksir(d) 1 M2 Gypsum board 12 mm (partisi) Rp. 122,043.00

69 Anl. Taksir(e) 1 M2 Frame Celling Concealed Rp. 47,818.00

70 Anl. Taksir(f) 1 M2 Frame Celling Exposed Rp. 39,325.00

71 Anl. Taksir(g) 1 M2 Celling Gypsum Board 6 mm (standard) Rp. 46,556.00

72 Anl. Taksir(h) 1 M2 Celling Gypsum Board 9 mm (standard) Rp. 53,486.00

73 Anl. H.2 1 M2 Pasangan atap genteng beton warna Rp. 92,425.00

74 Anl. H.2.a 1 M2 Pasangan atap genteng keramik Rp. 189,775.00

75 Anl. H.8 1 M2 Pasangan atap asbes gelombang Rp. 49,589.00

76 Anl. H.8.a 1 M2 Pasangan atap seng BJLS 35 K Rp. 67,293.00

77 Anl. H.8.b 1 M2 Pasangan atap asbes motif gelombang Rp. 61,858.00

78 Anl. H.10 1 M' Rabung seng BJLS 35 K Rp. 14,748.00

79 Anl. H.10.a 1 M' Rabung genteng Rp. 24,884.00

80 Anl. H.15 1 M' Talang patahan seng 35 K Rp. 57,688.00

81 Anl. H.17 1 M' Talang datar seng 35 K bentuk setengah lingkaran Rp. 69,643.00

82 Anl. H.18 1 M' Rp. 43,567.00

83 Anl. K.23 100 M2Upah mengecet Rp. 6,497.00

84 Anl. K.23.a 1 M2 Cat tembok (3 x cat) Rp. 25,293.00

85 Anl. K.23.a.1 1 M2 Cat tembok (2 x cat) Rp. 16,857.00

86 Anl. K.23.b 1 M2 Cat Kilat (3 x Cat) Rp. 36,899.00

87 Anl. K.23.b.1 1 M2 Cat Kilat (2 x Cat) Rp. 24,935.00

88 Anl. K.23.c 1 M2 Cat Menie (1 x Cat) Rp. 11,170.00

89 Anl. K.23.d 1 M2 Cat Vernis (3 x Cat) Rp. 33,771.00

90 Anl. K.23.d.1 1 M2 Cat Vernis (2 x Cat) Rp. 22,503.00

Pipa talang seng 35 K ø 10 cm

91 Anl. K.23.e 1 M2 Cat Sending (3 x Cat) Rp. 37,536.00

92 Anl. K.23.f 1 M2 Cat Melamix (3 x Cat) Rp. 43,911.00

93 Anl. L.4 Membongkar 1 M3 dinding tembok yang tipis berikut membersih Rp. 84,950.00

batas-batasnya

94 Anl. L.5 Membongkar 1 M2 lantai lama berikut membersihkannya Rp. 4,495.00

95 Anl. L.6 Mengupas plesteran tiap 1 M2 Rp. 2,124.00

95 Anl. L.7 Menurunkan 1 M2 atap genteng/ sirap (jika dipakai kembali) Rp. 1,295.00

96 Anl. L.7 Menurunkan 1 M2 atap genteng/ sirap (jika tidak dipakai kembal Rp. 648.00

97 Anl. L.8 Menurunkan 1 M2 atap seng Rp. 2,495.00

98 Anl. L.9 menurukan rangka atap dari kayu Rp. 9,705.00

99 Anl. L.11 membongkar 1 M2 loteng, dinding luar, lantai jembatan (dari ka Rp. 11,993.00

bagian atas, bawah dihitung terpisah

### Anl. L.12 Membongkar 1 M3 kuda-kuda, balok loteng, selasar jembatan, d Rp. 519,700.00

bongakran dipakai lagi

### Anl. W.1 1 M3 Timbunan pasir timbun untuk dasar badan jalan dan digilas pad Rp. 81,280.00

### Anl. W.1.a 1 M3 Timbunan sirtu/kerikil kotor dipadatkan dengan mesin gilas Rp. 109,990.00

### Anl. W.2 1 M2 Memasang sub base/onderlaag batu kali tebal 15-20 cm padat Rp. 26,871.00

### Anl. W.3 100 M2Lapisan base course/slytlaag batu guli 6 cm dipadatkan Rp. 14,883.00

### Anl. W.3.a 100 M2Lapisan base course/slytlaag batu pecah tebal 6 cm dipadatkan Rp. 16,696.00

### Anl. W.4 Biaya menggilas 1 bulan (25 hari) Rp. 6,597,750.00

### Anl. W.5 100 M2Mengaspal I jalan dengan aspal 2.5 Kg/M2 dan digilas padat Rp. 18,522.00

### Anl. W.7 100 M2Mengaspal II jalan dengan aspal 1.5 Kg/M2 dan digilas padat Rp. 13,375.00

### Anl. W.5+W.7 1 M2 Mengaspal I dan II permukaan badan jalan dengan aspla 4 Kg/M Rp. 31,897.00

### Anl. W.5.a 100 M2Mengaspal I jalan dengan aspal 2 Kg/M2 dan digilas padat Rp. 16,149.00

### Anl. W.7.a 100 M2Mengaspal II jalan dengan aspal 1 Kg/M2 dan digilas padat Rp. 11,068.00

### Anl. W.5.a+W.7.a Untuk 1 M2 mengaspal I dan II jalan dengan aspal 3 Kg/M2 Rp. 27,217.00

Kepala Tukang @ Rp. 48,400.00 60,500.00 Mandor @ Rp. 39,600.00 49,500.00 Pekerja @ Rp. 32,000.00 40,000.00 Tukang @ Rp. 41,800.00 52,250.00

Atap asbes gelombang @ Rp. 40,500.00 40,500.00 Batu bata @ Rp. 400.00 400.00 Batu Kerikil (A) @ Rp. 148,500.00 148,500.00 Besi beton @ Rp. 8,800.00 8,800.00 Broti Kayu damar laut @ Rp. ### ### Cat Kilat @ Rp. 38,500.00 38,500.00 Cat Tembok @ Rp. 13,650.00 13,650.00 Kapur @ Rp. 600.00 600.00 Kawat beton @ Rp. 8,800.00 8,800.00 Kayu Meranti @ Rp. ### ### Kayu Meranti Batu @ Rp. ### ### Kayu Sembarang @ Rp. ### ### Keramik 20 x 20 cm @ Rp. 2,200.00 2,200.00 Keramik 20 x 25 cm @ Rp. 3,050.00 3,050.00 Keramik 30 x 30 cm @ Rp. 5,500.00 5,500.00 Paku Biasa @ Rp. 8,800.00 8,800.00 paku seng @ Rp. 350.00 350.00 Papan kayu damar laut @ Rp. ### ### Papan Kayu Meranti Batu untuk jel @ Rp. ### ### Pasir pasang @ Rp. 78,650.00 78,650.00 Rabung Genteng Metal @ Rp. 5,900.00 5,900.00 Semen PC @ Rp. 33,000.00 33,000.00 Semen putih @ Rp. 84,700.00 84,700.00 Sirtu @ Rp. 78,650.00 78,650.00 tanah @ Rp. 44,000.00 44,000.00 Tinner @ Rp. 10,450.00 10,450.00

DAFTAR ANALISA




4 Anl. A.18a 0.3000 Pekerja @ Rp. 32,000.00 = Rp. 9,600.00 0.0100 Mandor @ Rp. 39,600.00 = Rp. 396.00 1.2000 M3 Sirtu @ Rp. 78,650.00 = Rp. 94,380.00


4 Anl. A.18b 0.3000 Pekerja @ Rp. 32,000.00 = Rp. 9,600.00 0.0100 Mandor @ Rp. 39,600.00 = Rp. 396.00 1.2000 M3 tanah @ Rp. 44,000.00 = Rp. 52,800.00


9 Anl. F. 19 1 M2 Rangka Atap Genteng biasa/genteng semen(pasang usuk, reng dan gording) : 0.0150 Pekerja @ Rp. 32,000.00 = Rp. 480.00 0.0075 Mandor @ Rp. 39,600.00 = Rp. 297.00 0.1000 Tukang @ Rp. 41,800.00 = Rp. 4,180.00 0.0100 Kepala Tukang @ Rp. 48,400.00 = Rp. 484.00 0.0110 M3 Kayu Meranti @ Rp. 3,425,000.00 = Rp. 37,675.00 0.1000 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 880.00


10 Anl. F. 21 1 M2 Lysplank 0.2800 Pekerja @ Rp. 32,000.00 = Rp. 8,960.00 0.0140 Mandor @ Rp. 39,600.00 = Rp. 554.40 0.8000 Tukang @ Rp. 41,800.00 = Rp. 33,440.00 0.0800 Kepala Tukang @ Rp. 48,400.00 = Rp. 3,872.00 0.0240 M3 Papan kayu damar laut @ Rp. 5,600,000.00 = Rp. 134,400.00 0.1000 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 880.00



= Rp. 1,391,200.00 0.5 x @ Rp. 1,391,200.00 = Rp. 695,600.00




= Rp. 2,086,800.00 0.5 x @ Rp. 2,086,800.00 = Rp. 1,043,400.00



13 Anl. F. 27.a 1 M3 Kozen pintu/jendela dengan jelusi Upah : 12.0000 Pekerja @ Rp. 32,000.00 = Rp. 384,000.00 0.6000 Mandor @ Rp. 39,600.00 = Rp. 23,760.00

1 M3 Galian Tanah :

1 M3 Sirtu :

1 M3 Tanah timbun :

36.0000 Tukang @ Rp. 41,800.00 = Rp. 1,504,800.00 3.6000 Kepala Tukang @ Rp. 48,400.00 = Rp. 174,240.00

= Rp. 2,086,800.00 0.5 x @ Rp. 2,086,800.00 = Rp. 1,043,400.00


= Rp. 5,782,600.00 Jumlah = Rp. 6,826,000.00



= Rp. 434,750.00 0.5 x @ Rp. 434,750.00 = Rp. 217,375.00





32 Anl. G.32.h 1 M3 Pasangan batu bata 1 : 4 4.5000 Pekerja @ Rp. 32,000.00 = Rp. 144,000.00 0.2250 Mandor @ Rp. 39,600.00 = Rp. 8,910.00 1.5000 Tukang @ Rp. 41,800.00 = Rp. 62,700.00 0.1500 Kepala Tukang @ Rp. 48,400.00 = Rp. 7,260.00 720.0000 M3 Batu bata @ Rp. 400.00 = Rp. 288,000.00 3.1663 Zak Semen PC @ Rp. 33,000.00 = Rp. 104,487.90 0.4060 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 31,931.90


38 Anl. G.44 1 M3 Beton cor 1 : 3 : 6 untuk beton yang dicor dalam air tebal 6 cm - 7 cm 6.0000 Pekerja @ Rp. 32,000.00 = Rp. 192,000.00 0.3000 Mandor @ Rp. 39,600.00 = Rp. 11,880.00 0.5000 Tukang @ Rp. 41,800.00 = Rp. 20,900.00 0.0500 Kepala Tukang @ Rp. 48,400.00 = Rp. 2,420.00 1.0000 M3 Batu Kerikil (A) @ Rp. 148,500.00 = Rp. 148,500.00 5.2955 Zak Semen PC @ Rp. 33,000.00 = Rp. 174,751.50 0.5000 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 39,325.00


42 Anl. G. 50.q 1 M2 Plesteran 1 : 4 Tebal 10 mm 0.4000 Pekerja @ Rp. 32,000.00 = Rp. 12,800.00 0.0200 Mandor @ Rp. 39,600.00 = Rp. 792.00 0.1500 Tukang @ Rp. 41,800.00 = Rp. 6,270.00 0.0150 Kepala Tukang @ Rp. 48,400.00 = Rp. 726.00 0.1084 Zak Semen PC @ Rp. 33,000.00 = Rp. 3,577.20 0.0139 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 1,093.24


45 Anl. G. 67 1 M2 lantai beton tebal 7 cm camp. 1 : 3 : 6 diplester tebal 6 mm 0.7200 Pekerja @ Rp. 32,000.00 = Rp. 23,040.00 0.0360 Mandor @ Rp. 39,600.00 = Rp. 1,425.60 0.1350 Tukang @ Rp. 41,800.00 = Rp. 5,643.00 0.0135 Kepala Tukang @ Rp. 48,400.00 = Rp. 653.40 0.0700 M3 Batu Kerikil (A) @ Rp. 148,500.00 = Rp. 10,395.00 0.4547 Zak Semen PC @ Rp. 33,000.00 = Rp. 15,005.10



51 Anl. G. 72.c 1 M2 Lantai keramik uk. 20 x 20 cm 0.5000 Pekerja @ Rp. 32,000.00 = Rp. 16,000.00 0.0250 Mandor @ Rp. 39,600.00 = Rp. 990.00 0.2500 Tukang @ Rp. 41,800.00 = Rp. 10,450.00 0.0250 Kepala Tukang @ Rp. 48,400.00 = Rp. 1,210.00 25.0000 Bh Keramik 20 x 20 cm @ Rp. 2,200.00 = Rp. 55,000.00 0.1419 Zak Semen PC @ Rp. 33,000.00 = Rp. 4,682.70 0.0020 Zak Semen putih @ Rp. 84,700.00 = Rp. 169.40 2.4000 Kg Kapur @ Rp. 600.00 = Rp. 1,440.00 0.0230 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 1,808.95


52 Anl. G. 72.d 1 M2 Lantai keramik uk. 30 x 30 cm 0.5000 Pekerja @ Rp. 32,000.00 = Rp. 16,000.00 0.0250 Mandor @ Rp. 39,600.00 = Rp. 990.00 0.2500 Tukang @ Rp. 41,800.00 = Rp. 10,450.00 0.0250 Kepala Tukang @ Rp. 48,400.00 = Rp. 1,210.00 11.1100 Bh Keramik 30 x 30 cm @ Rp. 5,500.00 = Rp. 61,105.00 0.1419 Zak Semen PC @ Rp. 33,000.00 = Rp. 4,682.70 0.0020 Zak Semen putih @ Rp. 84,700.00 = Rp. 169.40 2.4000 Kg Kapur @ Rp. 600.00 = Rp. 1,440.00 0.0230 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 1,808.95





6.0000 Pekerja @ Rp. 32,000.00 = Rp. 192,000.00 0.3000 Mandor @ Rp. 39,600.00 = Rp. 11,880.00 1.0000 Tukang @ Rp. 41,800.00 = Rp. 41,800.00 0.1000 Kepala Tukang @ Rp. 48,400.00 = Rp. 4,840.00 0.8300 M3 Batu Kerikil (A) @ Rp. 148,500.00 = Rp. 123,255.00 8.5000 Zak Semen PC @ Rp. 33,000.00 = Rp. 280,500.00 0.5400 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 42,471.00



= Rp. 809,400.00 0.5 x @ Rp. 809,400.00 = Rp. 404,700.00


985,600.00 Jumlah = Rp. 1,390,300.00

Tiap - tiap 1 M3 besi bertulang diperlukan 125 Kg besi yaitu :Untuk 1 M3 = 1.25 x @ Rp. 1,390,300.00 1,737,875.00



= Rp. 30,116.00 Untuk 10 M2 10 x @ Rp. 30,116.00 = Rp. 301,160.00


1,055,200.00 Jumlah = Rp. 1,356,360.00




76 Anl. H.8.b 1 M2 Atap Asbes motif genteng 0.1000 Pekerja @ Rp. 32,000.00 = Rp. 3,200.00 0.0050 Mandor @ Rp. 39,600.00 = Rp. 198.00 0.2000 Tukang @ Rp. 41,800.00 = Rp. 8,360.00 0.0200 Kepala Tukang @ Rp. 48,400.00 = Rp. 968.00 1.1000 Lbr Atap asbes gelombang @ Rp. 40,500.00 = Rp. 44,550.00 4.0000 Bh Paku Seng @ Rp. 350.00 = Rp. 1,400.00


78 Anl. H.10 1 M' Rabung Genteng Metal 0.0250 Pekerja @ Rp. 32,000.00 = Rp. 800.00 0.0025 Tukang @ Rp. 41,800.00 = Rp. 104.50 0.0020 Kepala Tukang @ Rp. 48,400.00 = Rp. 96.80 0.6000 lbr Rabung Genteng Metal @ Rp. 5,900.00 = Rp. 3,540.00 4.0000 bh paku seng @ Rp. 350.00 = Rp. 1,400.00



Jumlah = Rp. 519,700.00


83 Anl. K.23.a 1 M2 Cat tembok (3 x cat) 3.0000 Upah cat 3 Lapis @ Rp. 5,197.00 = Rp. 15,591.00 0.4250 Kg Cat Tembok @ Rp. 13,650.00 = Rp. 5,801.25


85 Anl. K.23.b 1 M2 Cat Kilat (3 x Cat) 3.0000 Upah cat 3 Lapis @ Rp. 5,197.00 = Rp. 15,591.00 0.4250 Kg Cat Kilat @ Rp. 38,500.00 = Rp. 16,362.50 0.1000 Ltr Tinner @ Rp. 10,450.00 = Rp. 1,045.00


DAFTAR ANALISA




4 Anl. A.18a 0.3000 Pekerja @ Rp. 32,000.00 = Rp. 9,600.00 0.0100 Mandor @ Rp. 39,600.00 = Rp. 396.00 1.2000 M3 Sirtu @ Rp. - = Rp. -


4 Anl. A.18b 0.3000 Pekerja @ Rp. 32,000.00 = Rp. 9,600.00 0.0100 Mandor @ Rp. 39,600.00 = Rp. 396.00 1.2000 M3 tanah @ Rp. - = Rp. -


9 Anl. F. 19 1 M2 Rangka Atap Genteng biasa/genteng semen(pasang usuk, reng dan gording) : 0.0150 Pekerja @ Rp. 32,000.00 = Rp. 480.00 0.0075 Mandor @ Rp. 39,600.00 = Rp. 297.00 0.1000 Tukang @ Rp. 41,800.00 = Rp. 4,180.00 0.0100 Kepala Tukang @ Rp. 48,400.00 = Rp. 484.00 0.0110 M3 Kayu Meranti @ Rp. - = Rp. - 0.1000 Kg Paku Biasa @ Rp. - = Rp. -


10 Anl. F. 21 1 M2 Lysplank 0.2800 Pekerja @ Rp. 32,000.00 = Rp. 8,960.00 0.0140 Mandor @ Rp. 39,600.00 = Rp. 554.40 0.8000 Tukang @ Rp. 41,800.00 = Rp. 33,440.00 0.0800 Kepala Tukang @ Rp. 48,400.00 = Rp. 3,872.00 0.0240 M3 Papan kayu damar laut @ Rp. - = Rp. - 0.1000 Kg Paku Biasa @ Rp. - = Rp. -



= Rp. 1,391,200.00 0.5 x @ Rp. 1,391,200.00 = Rp. 695,600.00

Bahan : 1.1000 M3 Broti Kayu damar laut @ Rp. - = Rp. -



= Rp. 2,086,800.00 0.5 x @ Rp. 2,086,800.00 = Rp. 1,043,400.00

Bahan : 1.1000 M3 Broti Kayu damar laut @ Rp. - = Rp. -


13 Anl. F. 27.a 1 M3 Kozen pintu/jendela dengan jelusi Upah : 12.0000 Pekerja @ Rp. 32,000.00 = Rp. 384,000.00 0.6000 Mandor @ Rp. 39,600.00 = Rp. 23,760.00

1 M3 Galian Tanah :

1 M3 Sirtu :

1 M3 Tanah timbun :

36.0000 Tukang @ Rp. 41,800.00 = Rp. 1,504,800.00 3.6000 Kepala Tukang @ Rp. 48,400.00 = Rp. 174,240.00

= Rp. 2,086,800.00 0.5 x @ Rp. 2,086,800.00 = Rp. 1,043,400.00

Bahan : 1.1000 M3 Broti Kayu damar laut @ Rp. - = Rp. - 0.0240 M3 Papan Kayu Meranti Batu untuk jel@ Rp. - = Rp. - 1.0000 Kg Paku Biasa @ Rp. - = Rp. -

= Rp. - Jumlah = Rp. 1,043,400.00



= Rp. 434,750.00 0.5 x @ Rp. 434,750.00 = Rp. 217,375.00

Bahan : 0.0440 M3 Kayu Meranti Batu @ Rp. - = Rp. -


28 Anl. G.14 1 M3 Perekat 1 : 2 14.6880 Zak Semen PC @ Rp. - = Rp. - 0.9500 M3 Pasir pasang @ Rp. - = Rp. -

Jumlah = Rp. - Dibulatkan = Rp. -

32 Anl. G.32.h 1 M3 Pasangan batu bata 1 : 4 4.5000 Pekerja @ Rp. 32,000.00 = Rp. 144,000.00 0.2250 Mandor @ Rp. 39,600.00 = Rp. 8,910.00 1.5000 Tukang @ Rp. 41,800.00 = Rp. 62,700.00 0.1500 Kepala Tukang @ Rp. 48,400.00 = Rp. 7,260.00 720.0000 M3 Batu bata @ Rp. - = Rp. - 3.1663 Zak Semen PC @ Rp. - = Rp. - 0.4060 M3 Pasir Pasang @ Rp. - = Rp. -


38 Anl. G.44 1 M3 Beton cor 1 : 3 : 6 untuk beton yang dicor dalam air tebal 6 cm - 7 cm 6.0000 Pekerja @ Rp. 32,000.00 = Rp. 192,000.00 0.3000 Mandor @ Rp. 39,600.00 = Rp. 11,880.00 0.5000 Tukang @ Rp. 41,800.00 = Rp. 20,900.00 0.0500 Kepala Tukang @ Rp. 48,400.00 = Rp. 2,420.00 1.0000 M3 Batu Kerikil (A) @ Rp. - = Rp. - 5.2955 Zak Semen PC @ Rp. - = Rp. - 0.5000 M3 Pasir Pasang @ Rp. - = Rp. -


42 Anl. G. 50.q 1 M2 Plesteran 1 : 4 Tebal 10 mm 0.4000 Pekerja @ Rp. 32,000.00 = Rp. 12,800.00 0.0200 Mandor @ Rp. 39,600.00 = Rp. 792.00 0.1500 Tukang @ Rp. 41,800.00 = Rp. 6,270.00 0.0150 Kepala Tukang @ Rp. 48,400.00 = Rp. 726.00 0.1084 Zak Semen PC @ Rp. - = Rp. - 0.0139 M3 Pasir Pasang @ Rp. - = Rp. -


45 Anl. G. 67 1 M2 lantai beton tebal 7 cm camp. 1 : 3 : 6 diplester tebal 6 mm 0.7200 Pekerja @ Rp. 32,000.00 = Rp. 23,040.00 0.0360 Mandor @ Rp. 39,600.00 = Rp. 1,425.60 0.1350 Tukang @ Rp. 41,800.00 = Rp. 5,643.00 0.0135 Kepala Tukang @ Rp. 48,400.00 = Rp. 653.40 0.0700 M3 Batu Kerikil (A) @ Rp. - = Rp. - 0.4547 Zak Semen PC @ Rp. - = Rp. -

0.0440 M3 Pasir Pasang @ Rp. - = Rp. - Jumlah = Rp. 30,762.00


51 Anl. G. 72.c 1 M2 Lantai keramik uk. 20 x 20 cm 0.5000 Pekerja @ Rp. 32,000.00 = Rp. 16,000.00 0.0250 Mandor @ Rp. 39,600.00 = Rp. 990.00 0.2500 Tukang @ Rp. 41,800.00 = Rp. 10,450.00 0.0250 Kepala Tukang @ Rp. 48,400.00 = Rp. 1,210.00 25.0000 Bh Keramik 20 x 20 cm @ Rp. - = Rp. - 0.1419 Zak Semen PC @ Rp. - = Rp. - 0.0020 Zak Semen putih @ Rp. - = Rp. - 2.4000 Kg Kapur @ Rp. - = Rp. - 0.0230 M3 Pasir Pasang @ Rp. - = Rp. -


52 Anl. G. 72.d 1 M2 Lantai keramik uk. 30 x 30 cm 0.5000 Pekerja @ Rp. 32,000.00 = Rp. 16,000.00 0.0250 Mandor @ Rp. 39,600.00 = Rp. 990.00 0.2500 Tukang @ Rp. 41,800.00 = Rp. 10,450.00 0.0250 Kepala Tukang @ Rp. 48,400.00 = Rp. 1,210.00 11.1100 Bh Keramik 30 x 30 cm @ Rp. - = Rp. - 0.1419 Zak Semen PC @ Rp. - = Rp. - 0.0020 Zak Semen putih @ Rp. - = Rp. - 2.4000 Kg Kapur @ Rp. - = Rp. - 0.0230 M3 Pasir Pasang @ Rp. - = Rp. -


57 Anl. Supl. IV. 1 M2 Pas. Keramik dinding uk. 20 x 25 cm 1.0000 Pekerja @ Rp. 32,000.00 = Rp. 32,000.00 0.0500 Mandor @ Rp. 39,600.00 = Rp. 1,980.00 0.5000 Tukang @ Rp. 41,800.00 = Rp. 20,900.00 0.0500 Kepala Tukang @ Rp. 48,400.00 = Rp. 2,420.00 20.0000 Bh Keramik 20 x 25 cm @ Rp. - = Rp. - 0.0100 Perekat (G.14) @ Rp. - = Rp. -



6.0000 Pekerja @ Rp. 32,000.00 = Rp. 192,000.00 0.3000 Mandor @ Rp. 39,600.00 = Rp. 11,880.00 1.0000 Tukang @ Rp. 41,800.00 = Rp. 41,800.00 0.1000 Kepala Tukang @ Rp. 48,400.00 = Rp. 4,840.00 0.8300 M3 Batu Kerikil (A) @ Rp. - = Rp. - 8.5000 Zak Semen PC @ Rp. - = Rp. - 0.5400 M3 Pasir Pasang @ Rp. - = Rp. -



= Rp. 809,400.00 0.5 x @ Rp. 809,400.00 = Rp. 404,700.00

Bahan : 110.0000 Kg Besi beton @ Rp. - = Rp. - 2.0000 Kg Kawat beton @ Rp. - = Rp. -

- Jumlah = Rp. 404,700.00

Tiap - tiap 1 M3 besi bertulang diperlukan 125 Kg besi yaitu :Untuk 1 M3 = 1.25 x @ Rp. 404,700.00 505,875.00



= Rp. 30,116.00 Untuk 10 M2 10 x @ Rp. 30,116.00 = Rp. 301,160.00

Bahan - bahan yang diperlukan : 4.0000 Kg Paku Biasa @ Rp. - = Rp. - 0.4000 M3 Kayu Sembarang @ Rp. - = Rp. -

- Jumlah = Rp. 301,160.00

Dibulatkan = Rp. 301,160.00 Himpunan Supl. V

1 Anl. G.41 = Rp. 250,520.00 2 Anl. I2 = Rp. 505,875.00 3 Anl. F.8 = Rp. 301,160.00


76 Anl. H.8.b 1 M2 Atap Asbes motif genteng 0.1000 Pekerja @ Rp. 32,000.00 = Rp. 3,200.00 0.0050 Mandor @ Rp. 39,600.00 = Rp. 198.00 0.2000 Tukang @ Rp. 41,800.00 = Rp. 8,360.00 0.0200 Kepala Tukang @ Rp. 48,400.00 = Rp. 968.00 1.1000 Lbr Atap asbes gelombang @ Rp. - = Rp. - 4.0000 Bh Paku Seng @ Rp. - = Rp. -


78 Anl. H.10 1 M' Rabung Genteng Metal 0.0250 Pekerja @ Rp. 32,000.00 = Rp. 800.00 0.0025 Tukang @ Rp. 41,800.00 = Rp. 104.50 0.0020 Kepala Tukang @ Rp. 48,400.00 = Rp. 96.80 0.6000 lbr Rabung Genteng Metal @ Rp. - = Rp. - 4.0000 bh paku seng @ Rp. - = Rp. -



Jumlah = Rp. 519,700.00


83 Anl. K.23.a 1 M2 Cat tembok (3 x cat) 3.0000 Upah cat 3 Lapis @ Rp. 5,197.00 = Rp. 15,591.00 0.4250 Kg Cat Tembok @ Rp. - = Rp. -


85 Anl. K.23.b 1 M2 Cat Kilat (3 x Cat) 3.0000 Upah cat 3 Lapis @ Rp. 5,197.00 = Rp. 15,591.00 0.4250 Kg Cat Kilat @ Rp. - = Rp. - 0.1000 Ltr Tinner @ Rp. - = Rp. -


DAFTAR ANALISA


1 Anl. A.1 0.7500 Pekerja @ Rp. - = Rp. - 0.0250 Mandor @ Rp. - = Rp. -

Jumlah = Rp. - Dibulatkan = Rp. -

4 Anl. A.18a 0.3000 Pekerja @ Rp. - = Rp. - 0.0100 Mandor @ Rp. - = Rp. - 1.2000 M3 Sirtu @ Rp. 78,650.00 = Rp. 94,380.00


4 Anl. A.18b 0.3000 Pekerja @ Rp. - = Rp. - 0.0100 Mandor @ Rp. - = Rp. - 1.2000 M3 tanah @ Rp. 44,000.00 = Rp. 52,800.00


9 Anl. F. 19 1 M2 Rangka Atap Genteng biasa/genteng semen(pasang usuk, reng dan gording) : 0.0150 Pekerja @ Rp. - = Rp. - 0.0075 Mandor @ Rp. - = Rp. - 0.1000 Tukang @ Rp. - = Rp. - 0.0100 Kepala Tukang @ Rp. - = Rp. - 0.0110 M3 Kayu Meranti @ Rp. 3,425,000.00 = Rp. 37,675.00 0.1000 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 880.00


10 Anl. F. 21 1 M2 Lysplank 0.2800 Pekerja @ Rp. - = Rp. - 0.0140 Mandor @ Rp. - = Rp. - 0.8000 Tukang @ Rp. - = Rp. - 0.0800 Kepala Tukang @ Rp. - = Rp. - 0.0240 M3 Papan kayu damar laut @ Rp. 5,600,000.00 = Rp. 134,400.00 0.1000 Kg Paku Biasa @ Rp. 8,800.00 = Rp. 880.00


11 Anl. F. 22 1 M3 Kayu Kuda - kuda Upah : 8.0000 Pekerja @ Rp. - = Rp. - 0.4000 Mandor @ Rp. - = Rp. - 24.0000 Tukang @ Rp. - = Rp. - 2.4000 Kepala Tukang @ Rp. - = Rp. -

= Rp. - 0.5 x @ Rp. - = Rp. -



12 Anl. F. 27 1 M3 Kozen pintu/jendela tanpa jelusi Upah : 12.0000 Pekerja @ Rp. - = Rp. - 0.6000 Mandor @ Rp. - = Rp. - 36.0000 Tukang @ Rp. - = Rp. - 3.6000 Kepala Tukang @ Rp. - = Rp. -

= Rp. - 0.5 x @ Rp. - = Rp. -



13 Anl. F. 27.a 1 M3 Kozen pintu/jendela dengan jelusi Upah : 12.0000 Pekerja @ Rp. - = Rp. - 0.6000 Mandor @ Rp. - = Rp. -

1 M3 Galian Tanah :

1 M3 Sirtu :

1 M3 Tanah timbun :

36.0000 Tukang @ Rp. - = Rp. - 3.6000 Kepala Tukang @ Rp. - = Rp. -

= Rp. - 0.5 x @ Rp. - = Rp. -


= Rp. 5,782,600.00 Jumlah = Rp. 5,782,600.00


15 Anl. F. 33 1 M2 Pintu/jendela panel Upah : 2.5000 Pekerja @ Rp. - = Rp. - 0.1250 Mandor @ Rp. - = Rp. - 7.5000 Tukang @ Rp. - = Rp. - 0.7500 Kepala Tukang @ Rp. - = Rp. -

= Rp. - 0.5 x @ Rp. - = Rp. -





32 Anl. G.32.h 1 M3 Pasangan batu bata 1 : 4 4.5000 Pekerja @ Rp. - = Rp. - 0.2250 Mandor @ Rp. - = Rp. - 1.5000 Tukang @ Rp. - = Rp. - 0.1500 Kepala Tukang @ Rp. - = Rp. - 720.0000 M3 Batu bata @ Rp. 400.00 = Rp. 288,000.00 3.1663 Zak Semen PC @ Rp. 33,000.00 = Rp. 104,487.90 0.4060 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 31,931.90


38 Anl. G.44 1 M3 Beton cor 1 : 3 : 6 untuk beton yang dicor dalam air tebal 6 cm - 7 cm 6.0000 Pekerja @ Rp. - = Rp. - 0.3000 Mandor @ Rp. - = Rp. - 0.5000 Tukang @ Rp. - = Rp. - 0.0500 Kepala Tukang @ Rp. - = Rp. - 1.0000 M3 Batu Kerikil (A) @ Rp. 148,500.00 = Rp. 148,500.00 5.2955 Zak Semen PC @ Rp. 33,000.00 = Rp. 174,751.50 0.5000 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 39,325.00


42 Anl. G. 50.q 1 M2 Plesteran 1 : 4 Tebal 10 mm 0.4000 Pekerja @ Rp. - = Rp. - 0.0200 Mandor @ Rp. - = Rp. - 0.1500 Tukang @ Rp. - = Rp. - 0.0150 Kepala Tukang @ Rp. - = Rp. - 0.1084 Zak Semen PC @ Rp. 33,000.00 = Rp. 3,577.20 0.0139 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 1,093.24


45 Anl. G. 67 1 M2 lantai beton tebal 7 cm camp. 1 : 3 : 6 diplester tebal 6 mm 0.7200 Pekerja @ Rp. - = Rp. - 0.0360 Mandor @ Rp. - = Rp. - 0.1350 Tukang @ Rp. - = Rp. - 0.0135 Kepala Tukang @ Rp. - = Rp. - 0.0700 M3 Batu Kerikil (A) @ Rp. 148,500.00 = Rp. 10,395.00 0.4547 Zak Semen PC @ Rp. 33,000.00 = Rp. 15,005.10



51 Anl. G. 72.c 1 M2 Lantai keramik uk. 20 x 20 cm 0.5000 Pekerja @ Rp. - = Rp. - 0.0250 Mandor @ Rp. - = Rp. - 0.2500 Tukang @ Rp. - = Rp. - 0.0250 Kepala Tukang @ Rp. - = Rp. - 25.0000 Bh Keramik 20 x 20 cm @ Rp. 2,200.00 = Rp. 55,000.00 0.1419 Zak Semen PC @ Rp. 33,000.00 = Rp. 4,682.70 0.0020 Zak Semen putih @ Rp. 84,700.00 = Rp. 169.40 2.4000 Kg Kapur @ Rp. 600.00 = Rp. 1,440.00 0.0230 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 1,808.95


52 Anl. G. 72.d 1 M2 Lantai keramik uk. 30 x 30 cm 0.5000 Pekerja @ Rp. - = Rp. - 0.0250 Mandor @ Rp. - = Rp. - 0.2500 Tukang @ Rp. - = Rp. - 0.0250 Kepala Tukang @ Rp. - = Rp. - 11.1100 Bh Keramik 30 x 30 cm @ Rp. 5,500.00 = Rp. 61,105.00 0.1419 Zak Semen PC @ Rp. 33,000.00 = Rp. 4,682.70 0.0020 Zak Semen putih @ Rp. 84,700.00 = Rp. 169.40 2.4000 Kg Kapur @ Rp. 600.00 = Rp. 1,440.00 0.0230 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 1,808.95


57 Anl. Supl. IV. 1 M2 Pas. Keramik dinding uk. 20 x 25 cm 1.0000 Pekerja @ Rp. - = Rp. - 0.0500 Mandor @ Rp. - = Rp. - 0.5000 Tukang @ Rp. - = Rp. - 0.0500 Kepala Tukang @ Rp. - = Rp. - 20.0000 Bh Keramik 20 x 25 cm @ Rp. 3,050.00 = Rp. 61,000.00 0.0100 Perekat (G.14) @ Rp. 559,422.00 = Rp. 5,594.22



6.0000 Pekerja @ Rp. - = Rp. - 0.3000 Mandor @ Rp. - = Rp. - 1.0000 Tukang @ Rp. - = Rp. - 0.1000 Kepala Tukang @ Rp. - = Rp. - 0.8300 M3 Batu Kerikil (A) @ Rp. 148,500.00 = Rp. 123,255.00 8.5000 Zak Semen PC @ Rp. 33,000.00 = Rp. 280,500.00 0.5400 M3 Pasir Pasang @ Rp. 78,650.00 = Rp. 42,471.00


60. Anl. I.2 Mengerjakan (memotong/memasang) 110 Kg besi untuk beton bertulang Upah : 9.0000 Pekerja @ Rp. - = Rp. - 9.0000 Tukang @ Rp. - = Rp. - 3.0000 Kepala Tukang @ Rp. - = Rp. -

= Rp. - 0.5 x @ Rp. - = Rp. -


985,600.00 Jumlah = Rp. 985,600.00

Tiap - tiap 1 M3 besi bertulang diperlukan 125 Kg besi yaitu :Untuk 1 M3 = 1.25 x @ Rp. 985,600.00 1,232,000.00


61. Anl. F.8 1 M3 Beton bertulang diperlukan 10 M2 papan bekisting 1 M2 upah cetakan beton 0.2000 Pekerja @ Rp. - = Rp. - 0.0100 Mandor @ Rp. - = Rp. - 0.5000 Tukang @ Rp. - = Rp. - 0.0500 Kepala Tukang @ Rp. - = Rp. -

= Rp. - Untuk 10 M2 10 x @ Rp. - = Rp. -


1,055,200.00 Jumlah = Rp. 1,055,200.00




76 Anl. H.8.b 1 M2 Atap Asbes motif genteng 0.1000 Pekerja @ Rp. - = Rp. - 0.0050 Mandor @ Rp. - = Rp. - 0.2000 Tukang @ Rp. - = Rp. - 0.0200 Kepala Tukang @ Rp. - = Rp. - 1.1000 Lbr Atap asbes gelombang @ Rp. 40,500.00 = Rp. 44,550.00 4.0000 Bh Paku Seng @ Rp. 350.00 = Rp. 1,400.00


78 Anl. H.10 1 M' Rabung Genteng Metal 0.0250 Pekerja @ Rp. - = Rp. - 0.0025 Tukang @ Rp. - = Rp. - 0.0020 Kepala Tukang @ Rp. - = Rp. - 0.6000 lbr Rabung Genteng Metal @ Rp. 5,900.00 = Rp. 3,540.00 4.0000 bh paku seng @ Rp. 350.00 = Rp. 1,400.00


82 Anl. K.23 100 M2 Upah Mengecet 5.0000 Pekerja @ Rp. - = Rp. - 0.2500 Mandor @ Rp. - = Rp. - 7.5000 Tukang @ Rp. - = Rp. - 0.7500 Kepala tukang @ Rp. - = Rp. -

Jumlah = Rp. -

Upah untuk 1 M2 0.01 @ Rp. - = Rp. - Dibulatkan = Rp. -

83 Anl. K.23.a 1 M2 Cat tembok (3 x cat) 3.0000 Upah cat 3 Lapis @ Rp. - = Rp. - 0.4250 Kg Cat Tembok @ Rp. 13,650.00 = Rp. 5,801.25


85 Anl. K.23.b 1 M2 Cat Kilat (3 x Cat) 3.0000 Upah cat 3 Lapis @ Rp. - = Rp. - 0.4250 Kg Cat Kilat @ Rp. 38,500.00 = Rp. 16,362.50 0.1000 Ltr Tinner @ Rp. 10,450.00 = Rp. 1,045.00


TOTAL UPAH BAHAN 1 Anl. A.1 24,990.00 24,990.00 - 4 Anl. A.18a 104,376.00 9,996.00 94,380.00

Anl. A.18b 62,796.00 9,996.00 52,800.00

9 Anl. F. 19 43,996.00 5,441.00 38,555.00 10 Anl. F. 21 182,107.00 46,827.00 135,280.00 11 Anl. F. 22 ### 695,600.00 ### 12 Anl. F. 27 ### ### ### 13 Anl. F. 27.a ### ### ### 15 Anl. F. 33 457,175.00 217,375.00 239,800.00

28 Anl. G.14 559,422.00 - 559,422.00 32 Anl. G.32.h 647,290.00 222,870.00 424,420.00 38 Anl. G.44 589,777.00 227,200.00 362,577.00 42 Anl. G. 50.q 25,259.00 20,588.00 4,671.00 45 Anl. G. 67 59,623.00 30,762.00 28,861.00 51 Anl. G. 72.c 91,752.00 28,650.00 63,102.00 52 Anl. G. 72.d 97,857.00 28,650.00 69,207.00

57 Anl. Supl. IV.b 123,895.00 57,300.00 66,595.00

58 Supl. V : Untuk beton bertulang 59. Anl. G.41 696,746.00 250,520.00 446,226.00 60. Anl. I.2 ### 505,875.00 ### 61. Anl. F.8 ### 301,160.00 ###

### ### ###

76 Anl. H.8.b 58,676.00 12,726.00 45,950.00 78 Anl. H.10 5,942.00 1,002.00 4,940.00

82 Anl. K.23 5,197.00 5,197.00 - 83 Anl. K.23.a 21,393.00 15,591.00 5,802.00 85 Anl. K.23.b 32,999.00 15,591.00 17,408.00

RENCANA ANGGARAN BIAYA PEKERJAAN : PEMBANGUNAN KANTIN FAKULTAS TEKNIK

UNIVERSITAS NEGERI MEDAN

NO RINCIAN PEKERJAAN ANALISA VOLUME SAT HARGA SATUAN Rp. JUMLAH HARGA HARGA UPAH DAN KEGIATAN TOTAL UPAH BAHAN Rp. Rp.

I PEKERJAAN PENDAHULUAN 1 PENEBANGAN POHON / PEMBERSIHAN L LS 1.00 - 250,000.00 250,000.00 250,000.00 - 2 PENGUKURAN KEMBALI / BOWPLANK LS 1.00 - 200,000.00 200,000.00 200,000.00 - 3 PENYEDIAAN AIR KERJA LS 1.00 - 500,000.00 500,000.00 500,000.00 -

JUMLAH 950,000.00 -

II PEKERJAAN TANAH DAN PONDASI 1 GALIAN TANAH PONDASI A.1 12.60 M3 24,990.00 24,990.00 - 314,874.00 314,874.00 2 COR PONDASI 1:3:5 G.44 9.45 M3 589,777.00 227,200.00 362,577.00 5,573,392.65 2,147,040.00 3 TIMBUNAN TANAH A.18b 30.00 M3 62,796.00 9,996.00 52,800.00 1,883,880.00 299,880.00

JUMLAH 7,772,146.65 2,761,794.00

III PEKERJAAN BATU DAN BETON 1 PEK. COR SLOOF, KOLOM DAN RING BAL SUPL. V 4.30 M3 3,790,981.00 1,057,555.00 2,733,426.00 16,301,218.30 4,547,486.50 2 PASANGAN BATU BATA 1:4 G.32h 16.80 M3 647,290.00 222,870.00 424,420.00 10,874,472.00 3,744,216.00 3 PLESTERAN 1:4 G.50q 260.20 M2 25,259.00 20,588.00 4,671.00 6,572,391.80 5,356,997.60

JUMLAH 33,748,082.10 13,648,700.10

IV PEKERJAAN KOSEN DAN PINTU 1 PEKERJAAN KOSEN PINTU TANPA JALUS F.27 0.10 M3 6,686,400.00 1,043,400.00 5,643,000.00 668,640.00 104,340.00 2 PEKERJAAN KOSEN PINTU PAKAI JALUSI F.27a 0.42 M3 6,826,000.00 1,043,400.00 5,782,600.00 2,866,920.00 438,228.00 3 PEKERJAAN PINTU PANEL + KUNCI F.33 8.30 M2 457,175.00 217,375.00 239,800.00 3,794,552.50 1,804,212.50 4 PEKERJAAN PINTU FIBER - 1.00 SET 350,000.00 350,000.00 350,000.00 - 5 PEKERJAAN PINTU HARMONIKA / RELIG - 8.75 M2 400,000.00 400,000.00 3,500,000.00 - 6 PEKERJAAN KACA JENDELA NAKO + RA LS 1.00 - 275,000.00 275,000.00 275,000.00 -

JUMLAH 11,455,112.50 2,346,780.50

V PEKERJAAN KAYU DAN ATAP 1 PEKERJAAN KUDA-KUDA F.22 1.20 M3 6,338,600.00 695,600.00 5,643,000.00 7,606,320.00 834,720.00 2 PEKERJAAN RANGKA ATAP F.19 234.00 M2 43,996.00 5,441.00 38,555.00 10,295,064.00 1,273,194.00 3 PEKREJAAN ATAP ASBES MOTIF GENTE H.8b 234.00 M2 58,676.00 12,726.00 45,950.00 13,730,184.00 2,977,884.00 4 PEKERJAAN RABUNG SENG H.10 28.00 M 5,942.00 1,002.00 4,940.00 166,376.00 28,056.00 5 PEKERJAAN LISPLANK F.21 16.00 M2 182,107.00 46,827.00 135,280.00 2,913,712.00 749,232.00 6 SKAT PEMBATAS KAYU BERSILANG - 30.00 M2 12,000.00 12,000.00 360,000.00 -

JUMLAH 35,071,656.00 5,863,086.00

VI PEKERJAAN LANTAI DAN KERAMIK 1 COR RABAT BETON G.67 126.00 M2 59,623.00 30,762.00 28,861.00 7,512,498.00 3,876,012.00 2 PEKERJAAN LANTAI KERAMIK 30x30 CM G.72d 123.00 M2 97,857.00 28,650.00 69,207.00 12,036,411.00 3,523,950.00 3 PEKERJAAN LANTAI KERAMIK KM. 20x20 G.72c 3.00 M2 91,752.00 28,650.00 63,102.00 275,256.00 85,950.00 4 PEKERJAAN DINDING KERAMIK KM. 20x SUPL. Ivb 9.30 M2 123,895.00 57,300.00 66,595.00 1,152,223.50 532,890.00 5 KLOSED JONGKOK - 1.00 SET 159,750.00 159,750.00 159,750.00 - 6 WASHTAFEL KOMPLET - 1.00 SET 786,500.00 786,500.00 786,500.00 - 7 TEMPAT CUCI PIRING - 2.00 SET 150,000.00 150,000.00 300,000.00 -

JUMLAH 22,222,638.50 8,018,802.00

VII PEKERJAAAN SALURAN 1 PEKERJAAN SALURAN AIR KOTOR LS 1.00 750,000.00 750,000.00 750,000.00 - 2 SEPTICTANK - 1.00 UNIT 3,500,000.00 3,500,000.00 3,500,000.00 - 3 PEKERJAAN SALURAN AIR BERSIH + KRA LS 1.00 1,000,000.00 1,000,000.00 1,000,000.00 -

JUMLAH 5,250,000.00 - VIII PEKERJAAN ELEKTRIKAL 1 LAMPU PIJAR 40 WATT - 1.00 SET 9,100.00 9,100.00 9,100.00 - 2 LAMPU TL 40 WATT - 1.00 SET 78,650.00 78,650.00 78,650.00 - 3 LAMPU TL 20 WATT - 4.00 SET 60,500.00 60,500.00 242,000.00 - 4 INSTALASI LISTRIK LS 1.00 81,700.00 81,700.00 81,700.00 -

JUMLAH 411,450.00 -

IX PEKERJAAN CAT 1 PEKERJAAN CAT TEMBOK K.23a 260.20 M2 21,393.00 15,591.00 5,802.00 5,566,458.60 4,056,778.20 2 PEKERJAAAN CAT KILAT K.23b 20.30 M2 32,999.00 15,591.00 17,408.00 669,879.70 316,497.30

JUMLAH 6,236,338.30 4,373,275.50

X PEKERJAAN LAIN-LAIN 1 FOTO DOKUMENTASI LS 1.00 250,000.00 250,000.00 250,000.00 - 2 P3K / KEAMANAN LS 1.00 350,000.00 350,000.00 350,000.00 - 3 PEMBERSIHAN AKHIR LS 1.00 500,000.00 500,000.00 500,000.00 -

JUMLAH 1,100,000.00 - SUB TOTAL 124,217,424.05 37,012,438.10 TOTAL

HARGA BAHAN Rp.

250,000.00 200,000.00 500,000.00 950,000.00

- 3,426,352.65 1,584,000.00 5,010,352.65

11,753,731.80 7,130,256.00 1,215,394.20 20,099,382.00

564,300.00 2,428,692.00 1,990,340.00 350,000.00 3,500,000.00 275,000.00 9,108,332.00

6,771,600.00 9,021,870.00 10,752,300.00 138,320.00 2,164,480.00 360,000.00 29,208,570.00

3,636,486.00 8,512,461.00 189,306.00 619,333.50 159,750.00 786,500.00 300,000.00 14,203,836.50

750,000.00 3,500,000.00 1,000,000.00 5,250,000.00

9,100.00 78,650.00 242,000.00 81,700.00 411,450.00

1,509,680.40 353,382.40 1,863,062.80

250,000.00 350,000.00 500,000.00 1,100,000.00 87,204,985.95 124,217,424.05



NO RINCIAN PEKERJAAN ANALISA VOLUME SAT HARGA SATUAN Rp. JUMLAH HARGA DAN KEGIATAN TOTAL Rp.

I PEKERJAAN PENDAHULUAN 1 PENEBANGAN POHON / PEMBERSIHAN LOKASI LS 1.00 - 250,000.00 250,000.00 2 PENGUKURAN KEMBALI / BOWPLANK LS 1.00 - 200,000.00 200,000.00 3 PENYEDIAAN AIR KERJA LS 1.00 - 500,000.00 500,000.00

950,000.00

II PEKERJAAN TANAH DAN PONDASI 1 GALIAN TANAH PONDASI A.1 12.60 M3 24,990.00 314,874.00 2 COR PONDASI 1:3:5 G.44 9.45 M3 589,777.00 5,573,392.65 3 TIMBUNAN TANAH A.18b 30.00 M3 62,796.00 1,883,880.00

7,772,146.65

III PEKERJAAN BATU DAN BETON 1 PEK. COR SLOOF, KOLOM DAN RING BALOK 1:2: SUPL. V 4.30 M3 ### 16,301,218.30 2 PASANGAN BATU BATA 1:4 G.32h 16.80 M3 647,290.00 10,874,472.00 3 PLESTERAN 1:4 G.50q 260.20 M2 25,259.00 6,572,391.80

33,748,082.10

IV PEKERJAAN KOSEN DAN PINTU 1 PEKERJAAN KOSEN PINTU TANPA JALUSI F.27 0.10 M3 ### 668,640.00 2 PEKERJAAN KOSEN PINTU PAKAI JALUSI F.27a 0.42 M3 ### 2,866,920.00 3 PEKERJAAN PINTU PANEL + KUNCI F.33 8.30 M2 457,175.00 3,794,552.50 4 PEKERJAAN PINTU FIBER - 1.00 SET 350,000.00 350,000.00 5 PEKERJAAN PINTU HARMONIKA / RELIG DOOR - 8.75 M2 400,000.00 3,500,000.00 6 PEKERJAAN KACA JENDELA NAKO + RANGKA LS 1.00 - 275,000.00 275,000.00

11,455,112.50

V PEKERJAAN KAYU DAN ATAP 1 PEKERJAAN KUDA-KUDA F.22 1.20 M3 ### 7,606,320.00 2 PEKERJAAN RANGKA ATAP F.19 234.00 M2 43,996.00 10,295,064.00 3 PEKREJAAN ATAP ASBES MOTIF GENTENG H.8b 234.00 M2 58,676.00 13,730,184.00 4 PEKERJAAN RABUNG SENG H.10 28.00 M 5,942.00 166,376.00 5 PEKERJAAN LISPLANK F.21 16.00 M2 182,107.00 2,913,712.00 6 SKAT PEMBATAS KAYU BERSILANG - 30.00 M2 12,000.00 360,000.00

35,071,656.00

VI PEKERJAAN LANTAI DAN KERAMIK 1 COR RABAT BETON G.67 126.00 M2 59,623.00 7,512,498.00 2 PEKERJAAN LANTAI KERAMIK 30x30 CM G.72d 123.00 M2 97,857.00 12,036,411.00 3 PEKERJAAN LANTAI KERAMIK KM. 20x20 CM G.72c 3.00 M2 91,752.00 275,256.00 4 PEKERJAAN DINDING KERAMIK KM. 20x25 CM SUPL. Ivb 9.30 M2 123,895.00 1,152,223.50 5 KLOSED JONGKOK - 1.00 SET 159,750.00 159,750.00 6 WASHTAFEL KOMPLET - 1.00 SET 786,500.00 786,500.00 7 TEMPAT CUCI PIRING - 2.00 SET 150,000.00 300,000.00

22,222,638.50

VII PEKERJAAAN SALURAN 1 PEKERJAAN SALURAN AIR KOTOR LS 1.00 750,000.00 750,000.00 2 SEPTICTANK - 1.00 UNIT ### 3,500,000.00 3 PEKERJAAN SALURAN AIR BERSIH + KRAN AIR LS 1.00 ### 1,000,000.00

5,250,000.00 VIII PEKERJAAN ELEKTRIKAL 1 LAMPU PIJAR 40 WATT - 1.00 SET 9,100.00 9,100.00 2 LAMPU TL 40 WATT - 1.00 SET 78,650.00 78,650.00 3 LAMPU TL 20 WATT - 4.00 SET 60,500.00 242,000.00 4 INSTALASI LISTRIK LS 1.00 81,700.00 81,700.00

411,450.00

IX PEKERJAAN CAT 1 PEKERJAAN CAT TEMBOK K.23a 260.20 M2 21,393.00 5,566,458.60 2 PEKERJAAAN CAT KILAT K.23b 20.30 M2 32,999.00 669,879.70

6,236,338.30

X PEKERJAAN LAIN-LAIN 1 FOTO DOKUMENTASI LS 1.00 250,000.00 250,000.00 2 P3K / KEAMANAN LS 1.00 350,000.00 350,000.00 3 PEMBERSIHAN AKHIR LS 1.00 500,000.00 500,000.00

1,100,000.00 124,217,424.05



NO RINCIAN PEKERJAAN JUMLAH HARGA DAN KEGIATAN Rp.

I PEKERJAAN PENDAHULUAN 950,000.00 II PEKERJAAN TANAH DAN PONDASI 7,772,146.65 III PEKERJAAN BATU DAN BETON 33,748,082.10 IV PEKERJAAN KOSEN DAN PINTU 11,455,112.50 V PEKERJAAN KAYU DAN ATAP 35,071,656.00 VI PEKERJAAN LANTAI DAN KERAMIK 22,222,638.50 VII PEKERJAAAN SALURAN 5,250,000.00 VIII PEKERJAAN ELEKTRIKAL 411,450.00 IX PEKERJAAN CAT 6,236,338.30 X PEKERJAAN LAIN-LAIN 1,100,000.00

JUMLAH 124,217,424.05

PENAWARAN I % KANTIN TEKNIK UKM LANSCAPE MESINKANTIN LAMA PARKIR FIP JUMLAH

Pagu ### ### ### ### ### 1,473,746.000

turun dari pagu 0.3 45,000.000 210,000.000 60,000.000 75,000.000 52,123.800

Harga 105,000.000 490,000.000 140,000.000 175,000.000 121,622.200

Harga Penawaran ### ### ### ### ###Ppn-pph 0.12 12,600.000 58,800.000 16,800.000 21,000.000 14,594.664

ai yang ke rekening ### ### ### ### ### ###fee 0.02 1,848.000 8,624.000 2,464.000 3,080.000 2,140.551

administrasi 0.025 2,310.000 10,780.000 3,080.000 3,850.000 2,675.688

lain 0.025 2,310.000 10,780.000 3,080.000 3,850.000 2,675.688

sewa perusahaan 800.000 2,000.000 800.000 800.000 800.000 5,200.000

perusahaan pemenang 0.025 2,625.000 12,250.000 3,500.000 4,375.000 3,040.555

I YANG SEBENARNYA ### ### ### ### 95,695.053 ###belanja/diborongkan 0.5 ### ### ### ### 86,873.000 ###

NET 7,507.000 ### ### ### 8,822.053 ###standby modal 0.3 22,500.000 105,000.000 30,000.000 37,500.000 26,061.900 221,061.900

PENAWARAN II % KANTIN TEKNIK UKM LANSCAPE MESINKANTIN LAMA PARKIR FIP JUMLAH

Pagu ### ### ### ### ###

turun dari pagu 0.36 54,000.000 252,000.000 72,000.000 90,000.000 62,548.560

Harga 96,000.000 448,000.000 128,000.000 160,000.000 111,197.440

Harga Penawaran 96,000.000 ### ### ### ###Ppn-pph 0.12 11,520.000 53,760.000 15,360.000 19,200.000 13,343.693

ai yang ke rekening ### ### ### ### 97,853.747 ###fee 0.01 844.800 3,942.400 1,126.400 1,408.000 978.537

administrasi 0.025 2,112.000 9,856.000 2,816.000 3,520.000 2,446.344

lain 0.025 2,112.000 9,856.000 2,816.000 3,520.000 2,446.344

sewa perusahaan 800.000 2,000.000 800.000 800.000 800.000

perusahaan pemenang 0.025 2,400.000 11,200.000 3,200.000 4,000.000 2,779.936

I YANG SEBENARNYA ### ### ### ### 88,402.586 ###belanja/diborongkan 0.5 ### ### ### ### 86,873.000 ###

NET 1,211.200 7,385.600 1,881.600 2,552.000 1,529.586 ###

standby modal 0.3 22,500.000 105,000.000 30,000.000 37,500.000 26,061.900 221,061.900

###

3,684.365

### ###

###

### ###

Analisis Harga Upah Dan Bahan Bangunan2

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