77988773-harga-pengaspalan

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DAFTAR HARGASATUAN UPAH DAN BAHAN

KABUPATEN SEMARANGTAHUN 2006

NO K E T E R A N G A N SATUAN

Harga Satuan

Bupati 2006

A UPAH TENAGA :1 Pekerja Orang/hari 22,000 50,500 2 Mandor Orang/hari 35,000 73,333 3 Tukang batu Orang/hari 32,000 65,833 4 Tukang kayu Orang/hari 32,000 65,833 5 Tukang besi Orang/hari 32,000 65,833 6 Tukang cat Orang/hari 32,000 64,333 7 Tukang plitur Orang/hari 32,000 35,833 8 Tukang listrik Orang/hari 32,000 35,833 9 Kepala tukang Orang/hari 34,000 74,667

10 Mekanik terlatih Orang/hari 32,000 39,667 11 Operator terlatih Orang/hari 32,000 30,500 12 Operator semi terlatih Orang/hari 30,000 27,000 13 Pembantu Operator Orang/hari 27,500 24,167 14 Sopir Orang/hari 30,000 29,000 15 Sopir angkut orang Orang/hari 30,000 29,000 16 Buruh tak terlatih Orang/hari 22,000 21,333 17 Buruh semi terlatih Orang/hari 23,500 22,667 18 Buruh terlatih Orang/hari 25,000 24,167 19 Juru godog aspal Orang/hari 22,500 45,667 20 Tukang leideng/pipa Orang/hari 32,000 29,000 21 Penganyam Bronjong Orang/hari 32,000 - 22 Masinis Orang/hari 36,000 64,000 23 Pembantu Masinis Orang/hari 25,000 50,167 24 Penjaga malam Orang/hari 22,000 43,833

B BAHAN BANGUNAN UMUM -

1 Abu Batu 105,000 96,800

2 Alat-alat kerja / Alat bantu :

- Pekerjaan jalan Unit 68,500 -

- Pekerjaan tanah Unit

- Pekerjaan pasangan Unit

- Pekerjaan perpipaan Unit3 Aluminium plat BJLS 28 M² 25,000 21,780 4 Amril / amplas Lembar 2,500 1,916 5 Asbes gelombang 1 x 1,80 m M2 55,000 35,944 6 Asbes gel.besar 2 m x 1,02 m - 6 mm M2 72,000 42,948 7 Asbes plat/Harflek 1,0 m x 1,0 m Buah 7,600 12,362 8 Aspal Kg 3,600 -

Harga Standar

Tahun 2006 (Hsl Survey)

M3

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9 Bak Mandi 50 X 50 cm Buah 495,000 192,592 10 Bambu kecil Batang 4,500 5,042 11 Bambu sedang Batang 6,500 8,268 12 Bataco 39 x 19 x 10 cm Buah 2,500 2,050 13 Bataco (setengah) 19 x 19 x 10 cm Buah 1,180 14 Bataco 39 x 19 x 14 cm Buah - 1,845 15 Bataco (setengah) 19 x 19 x 14 cm Buah 1,210 16 Batang kelapa M3 150,000 - 17 Batang tanaman peredu Batang 7,500 - 18 Batu apung Kg. 15,000 - 19 Batu belah 7/10 M3 125,000 142,175 20 Batu belah 10/15 M3 110,000 142,175 21 Batu belah/batu gunung (batu belah) M3 120,000 120,328 22 Batu bulat / Batu kali bulat M3 80,000 105,875 23 Batu candi 30 x 30 M²+D19 60,000 - 24 Batu chip 0,5/1 (pecah mesin) M3 150,000 164,022 25 Batu Kerikil sungai (tersaring) M3 70,000 81,675 26 Batu merah (Batu bata) Buah 300 303 27 Batu Palimanan M² 97,500 - 28 Batu pecah 2/3 (pecah mesin) M3 150,000 167,249 29 Batu pecah 3/5 (pecah mesin) M3 150,000 225,732 30 Batu pecah 4/6 (pecah tangan) M3 125,000 146,208 31 Batu pecah 5/7 (pecah tangan) M3 125,000 134,108 32 Batu split 1/2 (pecah mesin) M3 150,000 162,678 33 Bensin Liter 4,500 - 34 Besi Profil Kg. 9,300 13,461 35 Besi IWF Kg. 9,300 9,983 36 Besi beton polos Kg 8,100 10,114 37 Besi beton ulir Kg 8,500 11,495 38 Besi sengkang Kg 11,400 11,798 39 Besi teralis Kg 11,400 15,125 40 BRC t = 150 x 240 cm a. Non galvanis Buah 180,000 192,592 41 BRC t = 150 x 240 cm b. Galvanis Buah 220,000 238,975 42 BRC t = 120 x 240 cm a. Non galvanis Buah 110,000 171,417 43 BRC t = 120 x 240 cm b. Galvanis Buah 125,000 166,375 44 BRC (tiang t = 150 ) Galvanis Buah 102,000 45,375 45 BRC (tiang t = 120 ) Galvanis Buah 90,000 43,358 46 Cat besi Kg. 41,000 34,250 47 Cat brom Kg. 48,000 37,174 48 Cat Kayu Kg 41,000 33,645 49 Cat Meni Kg. 12,500 15,696 50 Cat Tembok Kg 14,500 10,762 51 Daun/Kerangka naco M² 130,000 110,110 52 Dempul Plamur kayu Kg 8,200 17,243 53 Eternit Lbr54 Engsel Pintu Bh55 Engsel Jendela Bh56 Flinkote Kg. 17,000 18,721 57 Formica Lbr 47,000 55,660 58 Folding gate 0.4 M² 379,940

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59 Folding gate 0.8 M² 438,625 60 Genteng beton abu-abu (9bh/m2) Buah 2,750 3,207 61 Genteng beton abu-abu (11bh/m2) Buah 1,800 2,864 62 Genteng Kerpus tanah (5 bh/m) ex.Kebumen Buah 2,500 3,025 63 Genteng Kerpus beton abu-abu (3 bh/m)-Gt.9 Buah 2,600 4,275 64 Genteng Kerpus beton abu-abu (3 bh/m)-Gt.11 Buah 2,800 5,143 65 Genteng tanah liat kodok Kebumen Buah 1,250 998 66 Genteng tanah liat plentong Kebumen Buah 1,100 1,104 67 Genteng tanah liat plentong Lokal Buah 850 802 68 Gorong-gorong DN 15 cm, panjang 1 meter Buah 30,000 24,200 69 Gorong-gorong DN 20 cm , panjang 1 meter Buah 40,000 28,133 70 Gorong-gorong DN 30 cm, panjang 1 meter Buah 50,000 42,098 71 Gorong-gorong DN 40 cm, panjang 1 meter Buah 60,000 49,560 72 Gorong-gorong DN 50 cm, panjang 1 meter Buah 70,000 66,248 73 Gorong-gorong DN 60 cm , panjang 1 meter Buah 80,000 83,288 74 Gorong-gorong DN 70 cm, panjang 1 meter Buah 90,000 99,825 75 Gorong-gorong DN 80 cm, panjang 0.5 meter Buah 55,000 76,684 76 Gorong-gorong DN 100 cm panjang 0.5 meter Buah 110,000 95,288 76 Got Type U - 15 cm Buah 20,000 14,369 77 Got Type U - 20 cm Buah 25,000 16,940 78 Got Type U - 30 cm Buah 30,000 21,024 79 Got Type U - 40 cm Buah 40,000 23,444 80 Glass Block Buah 21,250 17,411 81 Grendel biasa jendela Buah82 Kaca bening 3 mm M² 40,000 44,770 83 Kaca bening 5 mm M² 55,000 61,609 84 Kaca ryben 5 mm M² 100,000 71,894 85 Kaca Penting (Kaca Es) M² 360,000 65,340 86 Kaca grafir M² 930,000 - 87 Kaca patri timah M² 1,430,000 - 88 Kaca airbras M² 1,145,000 - 89 Kait angin Buah90 Kansteen Batako 10 x 20 x 50 Buah 7,500 8,470 91 Kansteen 10/12,5 x 25 x 50 Buah 9,680 92 Kansteen 10/12,5X25 x 50 (LB) Buah 11,495 93 Kansteen 10/12,5X25 x 50 (STD) Buah 8,470 94 Kansteen 10/12,5X30 x 50 (LB) Buah 13,915 95 Kansteen 10/12,5X30 x 50 (STD) Buah 11,495 96 Kansteen 10/12,5X40 x 50 (LB) Buah 15,730 97 Kansteen 10/12,5X40 x 50 (STD) Buah 14,520 98 Kansteen 15/20X30 x 50 (LB) Buah 21,780 99 Kansteen 15/20X30 x 50 (STD) Buah 20,570

100 Kapur pasang M3 125,000 163,753 101 Kapur sirih Kg 3,000 3,267 102 Kawat beton/Bendrat Kg 10,000 9,814 103 Kawat duri (50 m) Rol 52,500 56,467 104 Kawat galvanis/bronjong Kg 12,000 10,487 105 Kawat harmonika 12 x 45 mm M² 25,000 18,150 106 Kawat kasa M² 15,000 13,512 107 Kawat kasa plastik M² 17,000 16,638

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108 Kayu bakar M3 45,000 49,913 109 Kayu bengkirai (papan) M3 4,750,000 5,475,250 110 Kayu bengkirai (balok) - 4 M M3 4,750,000 5,439,958 111 Kayu bengkirai 5/7 - 4M M3 2,250,000 5,172,750 112 Kayu bengkirai 3/5 M' 4,000 6,353 113 Kayu bengkirai 2/3 M' - 114 Kayu Kamfer (papan) M3 5,159,306 115 Kayu kamfer (balok) - 4M M3 5,000,000 5,068,556 116 Kayu kamfer 5/7 - 4M M3 2,420,000 4,880,333 117 Kayu kamfer 3/5 M' - 118 Kayu kamfer 2/3 M' - 119 Kayu Meranti (papan) M3 3,400,000 3,035,083 120 Kayu Meranti (Balok) - 4 M M3 3,400,000 3,055,250 121 Kayu Meranti 5/7 - 4 M M3 1,320,000 3,055,250 122 Kayu Meranti 3/5 M' - 123 Kayu Meranti 2/3 M' - 124 Kayu Kruing (papan) M3 3,750,000 3,908,972 125 Kayu Kruing (Balok) - 4 M M3 3,750,000 3,751,000 126 Kayu Kruing 5/7 - 4 M M3 1,540,000 3,751,000 127 Kayu Kruing 3/5 M'128 Kayu Kruing 2/3 M'129 Kayu Kruing list plafon M'130 Kayu cetakan M3 1,400,000 - 131 Kayu dolok DN / Dolken 8-10 cm Btg 20,000 - 132 Kayu Jati Kw.I M3 17,000,000 10,890,000 133 Kayu Jati (balok) Kw.II M3 12,000,000 7,683,500 134 Kayu Jati (papan) Kw.II M3 7,260,000 135 Kayu Tahun (Perancah) M3 1,800,000 1,149,500 136 Kayu Lanan M3 2,400,000 3,025,000 137 Kunci tanam Junion138 Kunci tanam Yale139 Kunci tanam Kuda140 Kusen aluminium 3" putih M' - 141 Kusen aluminium 3" hitam M' - 142 Kusen aluminium 4" putih M' - 143 Kusen aluminium 4" hitam M' - 144 Kusen & daun pintu KM Aluminium Unit 240,185 145 Kloset jongkok (ina) Buah 225,000 94,178 146 Buah 330,000 - 147 Lem Pralon 0.5 liter / kaleng Liter - 148 Lem kayu Kg - 149 Lis kayu M' 2,750 3,630 150 LPA Klas A M3 125,000 136,125 151 LPA Klas B M² 115,000 117,975 152 LPB Klas A M3 105,000 102,850 153 LPB Klas B M² 90,000 90,750 154 Minyak cat/super tiner Liter 9,000 8,873 155 Minyak Oli/Pelumas Liter - 156 Multiplek 120 x 240 x 9 mm Lembar 115,000 110,009 157 Nok kerpus tanah liat Buah 3,000 1,412

Kloset duduk (ina) lengkap

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158 Noksteel gelombang besar Buah 41,000 34,939 159 Noksteel gelombang kecil Buah 35,000 23,629 160 Paku asbes Buah 650 491 161 Paku kayu Kg 10,000 9,613 162 Paku payung Buah 800 918 163 Paku kait lengkap Buah 950 787 164 Paku sekrup Kg 15,500 9,983 165 Pasir ayakan beton M3 160,000 130,075 166 Pasir pasang/Muntilan M3 150,000 138,646 167 Pasir urug M3 80,000 104,867 168 Paving 6 cm,25 bh/M²(Hexagonal Kecil) 300 kg Buah 1,250 1,543 169 Paving 8 cm,25 bh/M²(Hexagonal Kecil) 300 kg Buah 1,400 1,694 170 Paving block 10 cm,50 bh/M²(Holland) 300 kg/ Buah 2,000 1,513 171 Paving block 5 cm, 50 bh/M²(Holland) 200 kg/c Buah 750 774 172 Paving block 6 cm, 50 bh/M²(Holland) 200 kg/c Buah 1,000 774 173 Paving block 6 cm, 50 bh/M²(Holland) 300 kg/c Buah 1,500 774 174 Paving block 8 cm, 50 bh/M²(Holland) 300 kg/c Buah 1,600 992 175 Paving block 6 cm, 39 bh/M² (Unipave) Buah 800 992 176 Paving block 8 cm, 39 bh/M² (Unipave) Buah 950 1,271 177 Paving block 6 cm, 39 bh/M² (Trihex) Buah 1,000 992 178 Paving block 8 cm, 39 bh/M² (Trihex) Buah 1,271 179 Paving Grass Block 45 x 30 tebal 6 cm 8 bh/M² Buah 4,000 6,353 180 Paving Grass Block 45 x 30 tebal 8 cm 8 bh/M² Buah 5,000 6,655 181 Paving Topi uskup, 83 bh/M² Buah - 545 182 PC / Cement (40 Kg) Zak 40,000 36,703 183 PC / Semen putih (warna) Zak 60,000 61,105 184 Plamur tembok Kg 5,600 8,672 185 Plat baja Kg 9,300 9,075 186 Politur jadi Liter187 Reel pintu dorong188 Residu / Ter Liter 12,500 - 189 Rolling door M² 181,500 190 Rooster 10 x 20 cm Buah 2,500 2,339 191 Rooster 15 x 25 cm Buah 3,000 3,302 192 Rooster 15 x 30 cm Buah 3,000 4,033 193 Rooster 20 x 20 cm Buah 3,850 2,541 194 Rooster 25 x 25 cm Buah 4,700 2,798 195 Rooster 30 x 30 cm Buah 5,800 4,840 196 Seng gelombang BJLS 0,3, panjang 180 cm lembar - 197 Seng gelombang BJLS 0,3, panjang 210 cm lembar - 198 Seng gelombang BJLS 0,3, panjang 240 cm lembar - 199 Seng gelombang BJLS 0,3, panjang 300 cm lembar200 Seng plat BJLS 0,30 x 90 cm m' 32,000 26,620 201 Seng plat BJLS 0,30 x 60 cm m' 21,500 21,780 202 Sepirtus Liter 6,000 8,168 203 Sirlak Kg. 4,000 8,208 204 Sirtu M3 80,000 66,550 205 Solar Liter 4,300 - 206 Taek wood 90 x 210 x 6 mm Lembar 91,500 74,415 207 Tanah Lempung M3 38,500 -

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208 Tanah Padas M3 35,000 42,350 209 Tanah urug M3 33,000 38,317 210 Tir Liter 12,500 8,016 211 Triplek 120 x 240 x 3 mm Lembar 50,000 40,602 212 Triplek 120 x 240 x 4 mm Lembar 60,000 52,097 213 Triplek 120 x 240 x 9 mm Lembar214 Ubin abu-abu 20 x 20 cm (25 bh/m2) M² 25,000 22,688 215 Ubin abu-abu 30 x 30 cm (10 bh/m2) M² 30,000 30,250 216 Ubin keramik 10 x 20 (polos) M² 40,000 37,510 217 Ubin keramik 10 x 20 (warna) M² 55,000 39,325 218 Ubin keramik 20 x 20 (polos) M² 40,000 35,863 219 Ubin keramik 20 x 20 (warna) M² 55,000 41,476 220 Ubin keramik 30 x 30 (polos) M² 39,500 28,401 221 Ubin keramik 30 x 30 (warna) M² 54,250 36,569 222 Ubin keramik 40 x 40 (polos) M² 54,250 36,569 223 Ubin keramik 40 x 40 (warna) M² 54,250 36,569

C BAHAN DAN ALAT PINTU AIR (BIDANG PENGAIRAN) - 1 Plat daun pintu + Penguat daun m' 3,085,500 2 Karet perapat/ lem karet m' 302,500 3 Plat penjepit karet m' 181,500 4 Mur baut penjepit karet m' 10,285 5 Pelumasan m' 56,870 6 Roda gigi besar dan kecil, spei m' 2,117,500 7 Dudukan roda gigi, mur baut m' 1,512,500 8 Mur kuningan, bearing m' 2,359,500 9 Stang drat m' 1,391,500

10 Stang pemutar, dudukan stang pemutar m' 907,500 11 Stel ring m' 302,500 12 Cat dasar dan finish m' 31,158 13 Kisdam m' 302,500 14 Frame atas (kedudukan blok) m' 1,633,500 15 Frame vertikal (kanan, kiri) + plat isi m' 1,149,500 16 Frame dasar m' 1,633,500 17 Plat peluncur m' 211,750

D BAHAN DAN ALAT - ALAT LABORATORIUM - 1 Diamond bit 4" buah - 2 Compression Machine Test unit - 3 Compression Mortar unit - 4 Termometer buah - 5 Dial/manometer buah - 6 Timbangan electric kapasitas 1.5 kg buah - 7 Thickness gange buah - 8 Mould 6 " buah - 9 Gelas ukur buah -

E BAHAN SARANA PRASARANA AIR BERSIH DAN PERPIPAAN1 HARGA SATUAN PIPA.

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PIPA PVC.SNI. S.10 SAMBUNGAN SC.Dd. / Dl.DN. 6" / 160 mm m'DN. 4" / 110 mm m'DN. 3" / 90 mm m'DN. 2" / 63 mm m'DN. 1,5" / 50 mm m'DN. 1" / 32 mm m'DN. 3/4" / 25 mm m'DN. 1/2" / 20 mm m'

PIPA PVC.SNI. S.12,5 SAMBUNGAN SCDd. / Dl.DN. 4" / 110 mm m'DN. 3" / 90 mm m'DN. 2" / 63 mm m'DN. 1,5" / 50 mm m'

PIPA PVC.SNI. S.8 SAMBUNGAN RR.Dd. / Dl.DN. 4" / 110 mm m'DN. 3" / 90 mm m'DN. 2" / 63 mm m'

PIPA PVC.SNI. S.10 SAMBUNGAN RR.DN. 4" / 110 mm m'DN. 3" / 90 mm m'DN. 2" / 63 mm m'DN. 4" / 110 mm m'DN. 3" / 90 mm m'DN. 2" / 63 mm m'

PIPA PVC.SNI. S.16 SAMBUNGAN SC. Dd. / Dl.DN. 4" / 110 mm m'DN. 3" / 90 mm m'DN. 2" / 63 mm m'

PIPA PVC.SNI. S.16 SAMBUNGAN RR.Dd. / Dl. m'DN. 4" / 110 mm m'DN. 3" / 90 mm m'DN. 2" / 63 mm m'

PIPA PVC. SEJENIS RUCIKA. AW SAMBUNG m'DN. 8" / 110 mm m'DN. 6" / 110 mm m'DN. 5" / 110 mm m'DN. 4" / 110 mm m'DN. 3" / 90 mm m'DN. 2" / 63 mm m'DN. 1,5" / 50 mm m'DN. 1" / 32 mm m'DN. 3/4" / 25 mm m'DN. 1/2" / 20 mm m'

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PIPA PE. SDR. 13.6 ( PN.10 )DN. 3" / 90 mm m'DN. 2,5 / 75 mm m'DN. 2" / 63 mm m'DN. 1,5" / 50 mm m'

PIPA PE. SDR. 11 ( PN.12,5 )DN. 3" / 90 mm m'DN. 2,5 / 75 mm m'DN. 2" / 63 mm m'DN. 1,5" / 50 mm m'

PIPA GALVANIS ( GI. SNI ) DN. 6" m'DN. 4" m'DN. 3" m'DN. 2" m'DN. 1,5" m'DN. 1" m'DN. 3/4" m'DN. 1/2" m'

PIPA GALVANIS MEDIUM B. SPINDO ( GI. Kw. 2 ) DN. 6" m'

DN. 4" m'DN. 3" m'DN. 2" m'DN. 1,5" m'

m'PIPA STEELE SCHEDULE 40 DN. 6" m'

DN. 4" m'DN. 3" m'

PIPA SCREENE UNTUK SARINGAN SUMUR DALAM.JENIS STANLESS STILE OPEN AREN 1 S/D 1,5 mm

DN. 8" m'DN. 6" m'DN. 5" m'DN. 4." m'

JENIS LOW CARBON OPEN AREN 1 S/D 1,5 mm DN. 8" m'DN. 6" m'DN. 5" m'DN. 4" m'

2 POMPA AIR UNTUK PENYEDIAAN AIR BERSIHPOMPA SUBMERSIBLE MOTOR CELUP SETARA GRUNDFOS, RITCH.LOARA DLLMOTOR POMPA 1 PHASE./ 1 X 220 Head.

Kapasitas 3 m3/jam 24.m unitKapasitas 3 m3/jam 35 m' unitKapasitas 3 m3/jam 50 m' unit

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Kapasitas 3 m3/jam 60 m' unitKapasitas 3 m3/jam 75 m' unitKapasitas 3 m3/jam 95 m' unitKapasitas 3 m3/jam105 m' unitKapasitas 3 m3/jam128 m' unit

MOTOR POMPA 1 PHASE./ 1 X 220 Head. Kapasitas 5 m3/jam 16 m' unitKapasitas 5 m3/jam 24 m' unitKapasitas 5 m3/jam 30 m' unitKapasitas 5 m3/jam 45 m' unitKapasitas 5 m3/jam 65 m' unitKapasitas 5 m3/jam 80 m' unitKapasitas 5 m3/jam100 m' unit

MOTOR POMPA 1 PHASE./ 1 X 220 Head. Kapasitas 8 m3/jam 21 m' unitKapasitas 8 m3/jam 25 m' unitKapasitas 8 m3/jam 40 m' unitKapasitas 8 m3/jam 60 m' unitKapasitas 8 m3/jam 62 m' unit

MOTOR POMPA 1 PHASE./ 1 X 220 Head. Kapasitas 14 m3/jam 20 m' unitKapasitas 14 m3/jam 30 m' unit

MOTOR POMPA 1 PHASE./ 1 X 220 Head. Kapasitas 17 m3/jam 15 m' unitKapasitas 17 m3/jam 20 m' unitKapasitas 17 m3/jam 30 m' unit

MOTOR POMPA 3 PHASE./ 3 X 380 Head. Kapasitas 3 m3/jam 39 m' unitKapasitas 3 m3/jam 40 m' unitKapasitas 3 m3/jam 52 m' unitKapasitas 3 m3/jam 61 m' unitKapasitas 3 m3/jam 78 m' unitKapasitas 3 m3/jam 80 m' unitKapasitas 3 m3/jam 96 m' unitKapasitas 3 m3/jam108 m' unitKapasitas 3 m3/jam110 m' unitKapasitas 3 m3/jam128 m' unit

MOTOR POMPA 3 PHASE./ 3 X 380 TOT.H Kapasitas 5 m3/jam 32 m' unitKapasitas 5 m3/jam 48 m' unitKapasitas 5 m3/jam 50 m' unitKapasitas 5 m3/jam 67 m' unitKapasitas 5 m3/jam 70 m' unitKapasitas 5 m3/jam 85 m' unit

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Kapasitas 5 m3/jam 90 m' unitKapasitas 5 m3/jam100 m' unitKapasitas 5 m3/jam110 m' unitKapasitas 5 m3/jam130 m' unit

MOTOR POMPA 3 PHASE./ 3 X 380 TOT.H Kapasitas 8 m3/jam 29 m' unitKapasitas 8 m3/jam 41 m' unitKapasitas 8 m3/jam 50 m' unitKapasitas 8 m3/jam 62 m' unitKapasitas 8 m3/jam 75 m' unitKapasitas 8 m3/jam 80 m' unitKapasitas 8 m3/jam 90 m' unitKapasitas 8 m3/jam104 m' unitKapasitas 8 m3/jam110 m' unitKapasitas 8 m3/jam122 m' unit

MOTOR POMPA 3 PHASE./ 3 X 380 TOT.H Kapasitas 14 m3/jam 32 m' unitKapasitas 14 m3/jam 46 m' unitKapasitas 14 m3/jam 50 m' unitKapasitas 14 m3/jam 60 m' unitKapasitas 14 m3/jam 70 m' unitKapasitas 14 m3/jam 83 m' unitKapasitas 14 m3/jam 90 m' unitKapasitas 14 m3/jam100 m' unitKapasitas 14 m3/jam115 m' unitKapasitas 14 m3/jam120 m' unit

MOTOR POMPA 3 PHASE./ 3 X 380 TOT.H Kapasitas 17 m3/jam 35 m' unitKapasitas 17 m3/jam 45 m' unitKapasitas 17 m3/jam 60 m' unitKapasitas 17 m3/jam 65 m' unitKapasitas 17 m3/jam 75 m' unitKapasitas 17 m3/jam 85 m unitKapasitas 17 m3/jam 95 m unitKapasitas 17 m3/jam100 m unitKapasitas 17 m3/jam110 m' unitKapasitas 17 m3/jam120 m' unit

MOTOR POMPA 3 PHASE./ 3 X 380 TOT.H Kapasitas 30 m3/jam 35 m' unitKapasitas 30 m3/jam 45 m' unitKapasitas 30 m3/jam 60 m' unitKapasitas 30 m3/jam 65 m' unitKapasitas 30 m3/jam 75 m' unitKapasitas 30 m3/jam 85 m unitKapasitas 30 m3/jam 95 m unitKapasitas 30 m3/jam100 m unit

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MOTOR POMPA 3 PHASE./ 3 X 380 TOT.H Kapasitas 46 m3/jam 35 m' unitKapasitas 46 m3/jam 45 m' unitKapasitas 46 m3/jam 60 m' unitKapasitas 46 m3/jam 65 m' unitKapasitas 46 m3/jam 75 m' unitKapasitas 46 m3/jam 85 m unitKapasitas 46 m3/jam 95 m unitKapasitas 46 m3/jam100 m unit

3 SUMUR BOR ABT.Pilot Hole DN. 4"

- Kedalaman 0 s/d 50 m' m' - Kedalaman 50 s/d 100 m' m' - Kedalaman 100 s/d 150 m' m'

Pilot Hole DN. 6" - Kedalaman 0 s/d 50 m' m' - Kedalaman 50 s/d 100 m' m' - Kedalaman 100 s/d 150 m' m'

Pembesaran lubang bor ( Riming ) 6 s/d 8 " - Kedalaman 0 s/d 50 m' m' - Kedalaman 50 s/d 100 m' m' - Kedalaman 100 s/d 150 m' m'

Pembesaran lubang bor ( Riming ) 8 s/d 10 " - Kedalaman 0 s/d 50 m' m' - Kedalaman 50 s/d 100 m' m'

- Kedalaman 100 s/d 150 m' m'Pembesaran lubang bor ( Riming ) 10 s/d 12 "

- Kedalaman 0 s/d 50 m' m' - Kedalaman 50 s/d 100 m' m' - Kedalaman 100 s/d 150 m' m'

Geolistrik utuk 1 sumur / lokasi minumal 5 ttk. ttk.Loging sumur. m'Pembersihan lubang bor untuk :

DN 10 " m'DN 8" m'DN 6" m'DN 4" m'

Pumping Tes + Drow dont Test utk :Kapasitas 1 s/d Jam.Kapasitas 2 s/d Jam.Kapasitas 5 s/d Jam.Kapasitas 7.5 s Jam.

Konstruksi Sumur Cassing Pipa Galvanis SNI. tidak termasuk pengadaan pipa utk:

DN. 10" m'DN. 8" m'DN. 6" m'

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DN. 5" m'DN. 4" m'DN. 3" m'

Konstruksi Sumur . Pipa Steele.scedule. 40.tidak termasuk pengadaan pipa

DN. 10" m'DN. 8" m'DN. 6" m'DN. 5" m'DN. 4" m'DN. 3" m'

Konstruksi Sumur . Pipa Steele.scedule. 20.tidak termasuk pengadaan pipa

DN. 10" m'DN. 8" m'DN. 6" m'DN. 5" m'DN. 4" m'DN. 3" m'

Konstruksi Sumur Cassing Pipa PVC termasuk pengadaan pipa.Standard Rucika AW.

DN. 10" m'DN. 8" m'DN. 6" m'DN. 5" m'DN. 4" m'

Kawat Las. RB. 26 Kg.Kawat Las. RB. 32 Kg.

F BAHAN PEMELIHARAAN SARANA DAN PRASARANA KEBERSIHAN - 1 Accu mobil 100 Ampere Buah 701,800 2 Accu mobil kijang 12 V/ 50 Ah Buah - 3 Accu sepeda motor 12 V / 5 Ah Buah - 4 Amer per Kg Buah - 5 Ban dalam mobil truk Buah 84,700 6 Ban luar mobil truk Buah 919,600 7 Ban dalam mobil kijang Buah 72,600 8 Ban luar mobil kijang Buah 381,150 9 Ban dalam sepeda motor Buah 19,965

10 Ban luar sepeda motor Buah 127,050 11 Busi Buah 10,890 12 Buring mesin potong rumput Buah 165,000 13 Cangkul garpu Buah 19,500 14 Cangkul garuk Buah 19,500 15 Cangkul komplit Buah - 16 Dandang komplit Buah - 17 Coil mesin potong rumput Buah 125,000 18 Diklit Buah - 19 Engkrak bambu/ Seng Buah - 20 Gerobak Buah -

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21 Grendo Buah 10,000 22 Golok Buah - 23 Gunting potong Buah - 24 Gunting stek Buah - 25 Jas hujan Buah 22,000 26 Jaring/Tutup Dump Truck Buah 750,000 27 Kampak ukuran 2 1/2 Buah - 28 Kaos Tangan Stel 7,500 29 Keranjang sampah Buah 5,500 30 Kontainer Plat Kayu Buah - 31 Kontainer Plat Besi Buah - 32 Koret 10,000 33 Laker roda gerobak Buah 18,000 34 Linggis Buah - 35 Masker Buah 4,000 36 Mesin Potong Dorong Buah - 37 Mesin Potong Rumput Buah - 38 Mesin Potong pohon/sensaw Buah - 39 Pakaian kerja Stel 95,000 40 Pisau mesin potong rumput Buah - 41 Roda Gerobak Buah - 42 Ring seker mesin potong rumput Buah - 43 Sabit Buah 16,000 44 Sarung tangan Buah - 45 Seker mesin potong Buah - 46 Sepatu kerja Pasang 50,000 47 Skop Buah - 48 Sapu lidi Buah 1,900 49 Tambang plastik Kg - 50 Topi Buah 17,500

G BAHAN KEBUTUHAN PERTAMANAN -

Tanaman

1 Akasia lokal, tinggi 2 m Batang 23,628

2 Akasia lokal, golden 2 m Batang 39,647 3 Arfa Batang 1,210 4 Bakung Batang 1,815 5 Flamboyan tinggi m Batang 19,824 - 6 Glodogan rebak/pecut tinggi 2m Batang 39,647 7 Glodogan lokal tinggi 2m Batang 35,242 8 Helycunia Batang 3,025 9 Kantung Semar Batang 1,815

10 Kucay lokal Batang 605 11 Kuningan Batang 1,210 12 Kupu-kupu Batang 66,078 13 Lidah mertua Batang 3,630 14 Lomtana Batang 1,815 15 Mondogras Hijau Batang 1,815 16 Mondogras Putih Batang 1,815

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17 Pakis Bangkok Batang 3,630 18 Palem raja 1 m Batang 108,900 19 Palem putri 1.75 m Batang 42,350 20 Palem ekor tupai 2 m Batang 60,500 21 Pandan bali - 90,750 22 Rumput jepang Ikat 3,630 23 Rumput Gajah M2 12,100 24 Soka Daun besar Batang 4,235 25 Soka Daun Kecil Batang 2,420 26 Taiwan Batang 1,210 27 Tebing Taman m2 272,250 28 Uli Paris Brasil Batang 3,630

Patung1 Badak , tinggi punggung 140 cm buah2 Banteng, tinggi punggung 140 cm buah3 Gajah, tinggi punggung 200 cm buah4 Jerapah, tinggi punggung 300 cm buah5 Onta, tinggi 160 cm buah6 Zebra, tinggi 130 cm buah

Pupuk1 P upuk daun hyponek kg 16,019 2 Pupuk gandasil 500 gr bungkus 22,026 3 Pupuk atonik 500 cc botol 28,033 4 Pupuk pelengkap air liter 56,067 5 Pupuk majemuk lengkap tablet kg 7,209 6 Pupuk majemuk / NPK kg 2,803 7 SP 36 kg 1,882 8 Urea kg 1,362 9 Pupuk kandang kg 320

10 Bokashi kg 1,201 11 NPK 2,403

H BAHAN DAN ALAT LISTRIK - 1 Amatur/Housing HRC 80 watt, Philips Buah 1,760,000 2 Amatur/Housing HRC 100 watt, Philips Buah 1,793,000 3 Amatur/Housing HRC 150 watt, Philips Buah 1,870,000 4 Amatur/Housing HRC 250 watt, Philips Buah 2,007,500 5 Amatur/Housing SRP 822.SON/250 watt, Phili Buah 2,090,000 6 Amatur/Housing SRP 822.SON/150 watt, Phili Buah 1,870,000 7 Ayenat Buah 7,150 8 Benang String Buah 2,420 9 Box TL 40 waat Buah 16,500

10 Box Travo Buah 19,250 11 Box Panel KWH Meter Buah 33,000 12 Begel 24-26 Buah 38,500 13 Begel 27-28 Buah 46,200 14 Begel 28-29 Buah 55,000 15 Briket & Tie wire Buah 132,000

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16 Conektor Compret Buah 77,000 17 Compresor terminal lug Buah 82,500 18 Capit Udang Buah 8,250 19 Fiitting gantung Braco Buah 3,850 20 Fiitting Keramik HPL 250 watt Buah 14,850 21 Fiitting Keramik HPL 125 watt Buah 12,650 22 Fiitting gantung Kap 250 watt Buah 19,250 23 Fiitting gantung Kap 125 watt Buah 16,500 24 Guy Wire Buah 7,150 25 Iknitor 100-600 (200-400) Buah 82,500 26 Isolator (Ansi 534) Buah 19,250 27 Isolasi 3 M besar Buah 12,100 28 Jumper / AA 70 m 16,500 29 Kabel MYM 4 x 2,5 mm, Prima Meter 10,450 30 Kabel MYM 3 x 2,5 mm, Prima Meter 8,250 31 Kabel MYM 2 x 2,5 mm, Prima Meter 6,600 32 Kabel DX 2 x 10mm, Meter 7,425 33 Kabel DX 16 Meter 13,200 34 Kabel LCTU 2 x70 x150 mm Meter 41,250 35 Kabel Konduktor 2 x A303c 70 mm Meter 23,100 36 Kabel NYY 4 x 10 mm, Meter 33,000 37 Kabel NYY 4 x 6 mm, Meter 22,000 38 Kabel NYY 4 x 4 mm, Meter 20,900 39 Kabel NYY 3 x 2,5 mm, Meter 11,000 40 Kap Lampu HPL 125 Meter 23,650 41 Kap Lampu HPL 250 Meter 27,500 42 Kap Lampu TL 40 Meter 22,000 43 Kunci Pas Set 60,500 44 Kunci Ring Set 60,500 45 Kaca Kristolite Buah 85,250 46 Konektor Kabel Buah 6,050 47 Lampu Hias DC - 001 Firework Lamp Unit 19,800,000 48 Lampu Hias DC - 002 Seplen Diel Lamp Unit 18,700,000 49 Lampu Hias DC - 003 Wind Mill Lamp Unit 17,600,000 50 Lampu Hias DC - 004 Cotton Rose Lamp Unit 18,700,000 51 Lampu Hias DC - 005 s/d DC 007 Unit 14,300,000 52 Lampu Hias DC - 009 s/d DC 011 Unit 16,500,000 53 Lampu Hias DC - 012 Mini Type Lamp Unit 6,600,000 54 Lampu Hias DC - 013 s/d DC 016 Unit 14,300,000 55 Lampu Hias DC - 018 s/d DC 020 Unit 14,850,000 56 Lampu HPL SON 400 watt, Pilips Buah 181,500 57 Lampu HPL SON 250 watt, Pilips Buah 137,500 58 Lampu HPL 400 watt, Pilips Buah 126,500 59 Lampu HPL 250 watt, Pilips Buah 110,000 60 Lampu HPL 125 watt, Pilips Buah 49,500 61 Lampu HPL 80 watt, Pilips Buah 49,500 62 Lampu TL 40 watt komplit, Pilips Set 73,700 63 Lampu TL 40 watt, Pilips Buah 14,850 64 Lampu TL 20 watt komplit, Pilips Set 46,750 65 Lampu TL 20 watt, Pilips Buah 12,100

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66 Lampu SL 25 watt, Pilips Buah 82,500 67 Lampu Hias 5 watt, Pilips Buah 3,575 68 Lampu Baret Buah 187,000 69 Lampu Down Ligt Buah 38,500 70 Lampu Spot Out Door Buah 52,250 71 Lampu Taman Buah 165,000 72 Lampu pijar 25 watt Buah 4,950 73 MCB 25 A Buah 49,500 74 MCB 20 A Buah 44,000 75 MCB 10 A Buah 38,500 76 MCB 25 A - 35 A Buah 55,000 77 Obeng ( - ) Buah 8,250 78 Obeng ( + ) Buah 8,250 79 Photocell 10 A, Sellcon Buah 93,500 80 Photocell 6 A, Selcon Buah 77,000 81 Photocell 3 A, Selcon Buah 66,000 82 Pipa Galvanis Q 1" Batang 104,500 83 Pullband uppsed Batang 46,750 84 Pullpeand dallrek Batang 44,000 85 Rood cpanding angkur Batang 132,000 86 Sabuk Pengaman Buah 110,000 87 Smel equipment Buah 165,000 88 Stang Lampu 2,5 " 3 meter Buah 192,500 89 Stang Lampu 2 " 4 meter Buah 154,000 90 Stang Lampu 1 " 6 meter Buah 110,000 91 Stater (S10-40 W) Buah 3,300 92 Tali Plastik 10 mm Meter 2,475 93 Tang Listrik Buah 49,500 94 Tespen Buah 8,800 95 T Dos Buah 660 96 Travo 400 watt, Pilips Buah 181,500 97 Travo 250 watt, Pilips Buah 143,000 98 Travo 125 watt, Pilips Buah 88,000 99 Travo 80 watt, Pilips Buah 77,000

100 Travo 40 watt, Pilips Buah 26,400 101 Travo son 250 w philip Buah 195,250 102 Travo 1 phasa 50 KVA Buah 26,400,000 103 Tiang Lampu Polos Ganda Galvanis 9 m Buah 2,035,000 104 Tiang Lampu Polos Galvanis 12 m Buah 1,870,000 105 Tiang Lampu Polos Galvanis 9 m Buah 1,540,000 106 Tiang C 11 - 200 besi Buah 1,815,000 107 Tiang C 9 - 350 besi Buah 2,035,000 108 Tiang C 9 - 200 besi Buah 1,595,000 109 Trebal klem Buah 27,500 110 Tiang Lengkung Galvanis 14 meter Buah 1,760,000

Ungaran, 24 Maret 2005Mengetahui / Menyetujui:

TIM PENYUSUN HARGA SATUAN BAHAN / UPAH

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Kepala Bidang Bina Marga DPU KABUPATEN SEMARANGTAHUN 2005

Ir. TJIPTONO LR, MPMM KETUA : AGUS SUHARTO, ST

NIP. 500 089 527 SEKRETAR: IMAM ISTANTO

ANGGOTA : 1. KOMARI

Kepala Bidang Pengairan 2. SAMADI

3. RAIS

4. ARNA PASKA

Ir. DF. WITJAKSONO HR, Dipl.HE 5. SAFRUDIN ARYANTO

NIP. 500 073 621 6. NGADIONO

7. HARTONO, AMd.

Kepala Bidang Cipta Karya 8.HERI SUBAGYO 9. RONDIAN

Ir. YUSUF ISMAIL, MT Ir. DC. WIDJAJANTI ………………………….NIP. 500 091 942

Ir. PRANOTO HS.Kepala Bidang Kebersihan dan Pertamanan

WIWIEK SURIPTO, ST ………………………….

Ir. DRADJAT WIBOWO ANGGORO JATI L., STNIP. 080 041 808

Mengetahui:Kepala Dinas Pekerjaan Umum

Kabupaten Semarang

SOEPARTONONIP. 010 096 817

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DAFTAR HARGASATUAN UPAH DAN BAHAN

KABUPATEN SEMARANGTAHUN 2006

Harga Satuan Harga Satuan UNGARAN

20,000 22,000 20,000 22,000 28,000 27,500 35,000 27,500 25,000 38,333 25,000 30,000 25,000 27,500 35,833 25,000 30,000 25,000 27,500 35,833 25,000 30,000 25,000 27,500 35,833 25,000 30,000 25,000 27,500 35,833 25,000 30,000 25,000 27,500 35,833 25,000 30,000 25,000 27,500 35,833 27,500 34,000 27,500 30,000 39,667 30,000 32,000 30,000 27,000 39,667 32,000 32,000 27,500 30,500 28,000 28,000 25,000 27,000 25,000 25,000 22,500 24,167 30,000 30,000 27,000 29,000 30,000 30,000 27,000 29,000 22,000 22,000 20,000 21,333 23,500 23,500 21,000 22,667 25,000 25,000 22,500 24,167 22,500 22,500 20,000 21,667 30,000 30,000 27,000 29,000 30,000 30,000 27,000 35,000 35,000 32,000 34,000 25,000 25,000 22,500 24,167 22,000 22,000 20,000 21,333

-

96,000 - - -

60,000 - - -

25,000

45,000

1,500 20,000 - - 18,000 18,000 2,000 1,500 2,000 1,750 1,750 36,000 27,500 27,500 30,000 28,333 43,000 - 32,500 30,000 31,250 12,000 9,500 9,500 10,000 9,667 6,000 - - - -

RATA - RATA

WILAYAH UNGARAN

Tahun 2006 (Harga CK)

Tahun 2006 (Harga tim)

UD. LESTARI

UD. NARYADI

UD. BANGUN

INDAH

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300,000 165,000 165,000 150,000 160,000 4,500 - - 2,500 2,500 6,500 - - 4,500 4,500 2,250 2,250 2,000 2,000 2,083 1,500 - - - - 2,500 - - - - 1,750 - - - - 120,000 - - - - 6,000 - - - - 12,000 - - - - 105,000 - - 150,000 150,000 100,000 - - 150,000 150,000 90,000 - - 140,000 140,000 80,000 70,000 - 120,000 95,000 60,000 - - - 175,000 120,000 130,000 180,000 143,333 80,000 - - - -

200.00 - - 215 215 78,000 - - 130,000 125,000 - 180,000 152,500 120,000 120,000 - 180,000 300,000 110,000 - - 150,000 150,000 105,000 95,000 - 150,000 122,500 150,000 125,000 - 180,000 152,500 4,500 - - - - 8,000 - - 14,000 14,000 8,000 - - - - 4,750 8,000 8,500 8,250 8,250 5,000 8,500 9,500 9,000 9,000 6,000 - - 9,500 - - - - 200,000 - - - - 250,000 - - - - 175,000 - - - - 210,000 95,000 95,000 - 95,000 80,000 - - - - 70,000 - - - - 30,000 24,500 25,000 30,000 26,500 35,000 - - 30,000 15,000 30,000 24,500 25,000 30,000 26,500 10,000 16,000 15,000 12,000 14,333 10,000 9,500 9,500 9,000 9,333 104,000 - - - - 13,000 18,000 17,500 12,000 15,833 4,000 6,000 5,000 18,000 11,500 10,000 9,000 10,167 55,000 - - 46,000 46,000 275,000 - - - -

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350,000 - - - - 2,000 - - 3,500 3,500 1,900 - - 4,000 4,000 2,500 - - 2,500 2,500 3,500 - - 4,100 4,100 3,500 - - 5,000 5,000 1,100 - - 900 900 850 - - 1,000 1,000 700 - - 950 950 24,000 22,000 20,000 18,000 20,000 32,000 26,000 25,000 24,000 25,000 40,000 40,000 37,000 38,000 38,333 48,000 44,000 43,500 45,000 44,167 65,000 65,000 64,500 76,000 68,500 80,000 88,000 87,500 95,000 90,167 100,000 110,000 110,000 110,000 110,000 75,000 62,000 62,000 65,000 63,000 80,000 85,000 90,000 95,000 90,000 14,000 - - 11,500 11,500 17,000 - - 15,000 15,000 21,000 - - 19,000 19,000 23,500 - - 21,000 21,000 17,000 17,500 15,000 15,000 15,833 3,500 44,000 - - 40,000 40,000 50,000 - - 55,000 55,000 70,000 - - 65,000 65,000 85,000 - - - - 900,000 - - - - 1,200,000 - - - - 1,000,000 - - - - 8,000 8,500 - - 7,000 7,000 9,500 - - 8,000 8,000 11,500 - - 9,500 9,500 8,500 - - 7,000 7,000 14,000 - - 11,500 11,500 11,500 - - 9,500 9,500 15,700 - - 13,000 13,000 14,500 - - 12,000 12,000 22,000 - - 18,000 18,000 21,000 - - 17,000 17,000 100,000 - - 100,000 100,000 3,200 - - 3,000 3,000 8,000 8,500 8,000 9,000 8,500 55,000 - - 60,000 60,000 9,600 - - 10,000 10,000 18,000 - - 15,000 15,000 12,000 - - 8,000 8,000 13,500 - - 22,000 22,000

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50,000 - - 65,000 65,000 3,600,000 4,800,000 4,800,000 3,750,000 4,450,000 3,500,000 4,600,000 4,500,000 3,400,000 4,166,667 3,400,000 4,450,000 4,400,000 - 4,425,000 4,500 3,500,000 3,500,000 3,500,000 3,500,000 3,000 - - - - 3,850,000 4,250,000 4,300,000 4,100,000 4,216,667 3,750,000 4,000,000 4,000,000 3,750,000 3,916,667 3,500,000 4,000,000 4,000,000 - 4,000,000 5,000 - - - - 2,600 - - - - 2,700,000 2,700,000 2,650,000 2,200,000 2,516,667 2,500,000 2,600,000 2,500,000 - 2,550,000 2,500,000 2,600,000 2,500,000 - 2,550,000 3,750 - - - - 1,500 - - - - 3,300,000 3,750,000 3,700,000 3,100,000 3,516,667 2,900,000 3,200,000 3,200,000 - 3,200,000 2,850,000 3,200,000 3,200,000 - 3,200,000 4,000 2,750,000 2,700,000 2,750,000 2,733,333 2,000 2,500,000 2,500,000 2,500,000 2,500,000 1,500 700,000 - - 1,950,000 1,950,000 20,000 - - - - 12,000,000 - - - - 9,600,000 - - - - 14,000,000 - - - - 825,000 - - 950,000 950,000 1,250,000 2,500,000 2,500,000 - 2,500,000 75,000 42,000 42,000 50,000 - - - - 55,000 - - - - 60,000 - - - - 70,000 - - - - 250,000 - - 200,000 200,000 90,000 78,000 77,500 75,000 76,833 750,000 - - 275,000 275,000 27,500 - - 45,000 45,000 20,000 - - 20,000 20,000 2,000 - - 2,500 2,500 135,000 - - - - 120,000 - - - - 100,000 - - - - 90,000 - - - - 7,000 - - 7,500 7,500 15,000 - - - - 92,000 98,000 97,500 115,000 103,500 1,500 - - 3,500 3,500

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35,000 - - 26,000 26,000 25,000 22,000 22,500 18,000 20,833 500 400 350 750 500 8,000 8,500 8,000 8,000 8,167 650 700 750 800 750 750 - - 750 750 10,000 - - - - 110,000 - - - - 100,000 137,500 140,000 140,000 139,167 65,000 - - 110,000 110,000 1,300 1,275 - 1,275 1,500 1,400 - - 1,400 1,000 1,250 - - 1,250 700 640 - - 640 750 640 - - 640 900 640 - - 640 1,400 820 - - 820 900 820 - - 820 1,100 1,050 - - 1,050 1,000 820 - - 820 1,100 1,050 - - 1,050 5,500 5,250 - - 5,250 6,000 5,500 - - 5,500 500 450 - - 450 31,000 30,000 32,000 30,500 30,833 48,000 58,000 57,500 60,000 58,500 8,500 10,000 10,000 8,000 9,333 9,000 - - - - 27,500 250,000 10,000 - - - - 165,000 - - - - 2,300 2,600 2,500 2,000 2,367 3,300 3,500 3,500 3,000 3,333 4,000 4,500 4,500 3,500 4,167 2,550 2,500 2,500 2,500 2,500 3,700 3,500 3,500 3,500 3,500 4,600 4,000 4,000 4,000 4,000 45,000 - - - - 50,000 - - - - 60,000 - - - - 71,000 26,000 - - 22,000 22,000 21,000 - - 18,000 18,000 8,000 8,000 7,500 7,000 7,500 8,000 8,200 8,000 6,500 7,567 65,000 - - - - 4,300 - - - - 73,000 - - - - 30,800 - - - -

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28,000 - - - - 28,000 - - - - 8,000 - - - - 32,500 37,000 37,000 33,000 35,667 40,000 47,000 48,000 - 47,500 60,000 22,500 - - - - 30,250 - - - - 27,500 - - - - 32,500 - - - - 27,500 27,500 - 32,000 29,750 30,000 29,000 - 37,000 33,000 23,500 21,500 - 23,000 22,250 27,500 28,000 - 34,000 31,000 37,500 28,000 - 34,000 31,000 45,000 28,000 - 34,000 31,000

- 700,000 302,500 181,500 10,200 56,800 2,117,500 1,512,500 2,359,500 1,391,500 907,500 302,500 31,100 302,500 1,633,500 1,149,500 1,633,500 211,700

- 6,500,000 19,500,000 13,725,000 1,000,000 1,500,000 4,500,000 1,200,000 250,000 40,000

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136,000 63,650 42,250 20,800 13,200 5,850 3,400 2,300

51,150 35,200 16,850 4,900

78,050 52,250 25,650

64,600 43,100 21,300 51,650 35,500 17,550

41,850 29,500 14,350

43,100 30,900 14,550

241,850 160,650 108,050 80,100 52,800 26,450 18,650 10,500 7,350 6,050

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59,800 39,950 28,650 17,850

69,700 42,750 30,600 19,350

231,900 140,150 99,800 60,500 44,850 30,250 19,650 15,100

131,050 65,500 53,400 30,250 24,200

400,800 224,350 167,350

1,502,100 1,236,400 1,135,350 883,150

1,123,950 787,400 695,500 619,050

3,556,250 3,826,650 4,099,950

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4,514,400 4,658,400 5,325,550 5,469,550 7,726,750

3,520,950 3,738,450 3,973,600 4,423,250 5,128,650 7,385,850 7,600,400

4,094,100 4,775,950 5,848,700 8,296,950 9,158,100

5,884,000 8,511,500

5,137,450 6,462,950 6,971,450

3,682,600

3,953,000 4,370,350 4,514,400

5,019,900 5,181,550

5,886,900

3,809,000 4,279,250

4,837,650

5,525,400

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- 5,760,550

7,259,450

4,479,100 5,378,450

6,260,200 8,752,500

9,839,950 10,636,450

16,238,300

6,451,200 8,596,750

9,910,500

11,241,900

15,045,050

9,234,500 10,466,000 10,962,700 12,158,900 13,190,500 17,493,300 17,972,350 18,451,400 20,106,100 20,693,900

11,056,750 16,170,700 16,776,150 18,322,100 19,480,100 21,302,300 22,921,700 23,509,550

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- - - - - - - -

197,650 215,600 237,150

209,600 221,600 245,550

213,200 222,800 229,950

218,000 227,600 237,150

221,600 229,950 241,950 4,192,650 23,950

101,800 95,800 89,800 83,850

47,900 59,850 71,850 83,850

299,450 239,550 179,650

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149,700 119,750 89,800

419,250 359,350 299,450 239,550 179,650 119,750

389,300 329,400 269,500 209,600 149,700 107,800

539,050 311,450 215,600 179,650 155,700 15,550 14,350

- - - - 700,000 - - - - 300,000 - - - - 60,000 - - - - 10,000 - - - - 84,000 - - - - 850,000 - - - - 72,000 - - - - 350,000 - - - - 19,000 - - - - 120,000 - - - - 10,000 - - - - 165,000 - - - - 19,500 - - - - 19,500 - - - - 25,000 - - - - 25,000 - - - - 125,000 - - - - 275,000 - - - - 6,000 - - - - 2,500,000 - - - -

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10,000 15,000 15,000 15,000 15,000 35,000 57,000 35,000 35,000 42,333 60,000 40,000 40,000 40,000 40,000 60,000 55,000 - - 55,000 22,000 - - - - 750,000 - - - - 35,000 - - - - 7,500 - - - - 5,500 5,000 - - 5,000 17,500,000 - - - - 25,000,000 - - - - 10,000 18,000 - - - - 35,000 30,000 30,000 30,000 30,000 4,000 - - - - 11,500,000 - - - - 1,500,000 - - - - 12,000,000 - - - - 95,000 - - - - 36,000 - - - 154,000 - - - - 22,000 - - - - 16,000 25,000 17,500 20,000 20,833 4,800 - - - - 360,000 - - - - 50,000 - - - - 28,000 30,000 40,000 35,000 35,000 2,000 2,250 2,000 - 2,125 35,000 - - - - 17,500 - - - -

-

23,600

39,600 1,200 2,500 - - 2,500 1,800 - - - - 19,800 39,600 35,200 3,000 - - - - 1,800 - - - - 600 50,000 - - 50,000 1,200 - - - - 66,000 3,600 - - - - 1,800 - - - - 1,800 750 - - 750 1,800 3,000 - - 3,000

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3,600 - - - - 109,000 - - - - 42,500 - - - - 60,500 - - - - 90,000 - - - - 3,600 - - - - 12,000 - - - - 4,200 - - - - 2,400 - - - - 1,200 - - - - 272,000 - - - - 3,600 - - - -

3,750,000 3,750,000 4,500,000 4,500,000 4,500,000 3,750,000

16,000 22,000 28,000 56,000 7,200 2,800 1,850 1,350 300 1,200 2,400

- 1,760,000 - - - - 1,793,000 - - - - 1,870,000 - - - - 2,007,500 - - - - 2,090,000 - - - - 1,870,000 - - - - 7,150 - - - - 2,400 - - - - 16,500 - - - - 19,250 - - - - 33,000 - - - - 38,500 - - - - 46,200 - - - - 55,000 - - - - 132,000 - - - -

Sanggar Seni Gedong songo Ungaran

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AMBARAWA SALATIGA

WATU AGUNG MAJU JAYA SAUDARA

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RATA - RATA

WILAYAH AMBARAW

A

RATA - RATA

WILAYAH SALATIGA

UD. HIDAYA

H

UD. RIMBA SARI

ANEKA MAKMUR

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Jasa (10 %)

HARGA

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-

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- - - - - -

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RATA-RATA

JUMLAH RATA-RATA + JASA

PAJAK 10 %

TOTAL (JUMLAH+P

AJAK)

HARGA 2006 AKHIR

TIM

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document.xls

28,875 2,888 31,763 3,176 34,939 34,900 19,528 1,953 21,481 2,148 23,629 23,600 406 41 446 45 491 450 7,944 794 8,739 874 9,613 9,600 758 76 834 83 918 900 650 65 715 72 787 750 8,250 825 9,075 908 9,983 9,950 107,500 10,750 118,250 11,825 130,075 130,050 114,583 11,458 126,042 12,604 138,646 138,600 86,667 8,667 95,333 9,533 104,867 104,850 1,275 128 1,403 140 1,543 1,500 1,400 140 1,540 154 1,694 1,650 1,250 125 1,375 138 1,513 1,500 640 64 704 70 774 750 640 64 704 70 774 750 640 64 704 70 774 750 820 82 902 90 992 950 820 82 902 90 992 950 1,050 105 1,155 116 1,271 1,250 820 82 902 90 992 950 1,050 105 1,155 116 1,271 1,250 5,250 525 5,775 578 6,353 6,350 5,500 550 6,050 605 6,655 6,650 450 45 495 50 545 500 30,333 3,033 33,367 3,337 36,703 36,700 50,500 5,050 55,550 5,555 61,105 61,100 7,167 717 7,883 788 8,672 8,650 7,500 750 8,250 825 9,075 9,050

- - - - - - 150,000 15,000 165,000 16,500 181,500 181,500 1,933 193 2,127 213 2,339 2,300 2,729 273 3,002 300 3,302 3,300 3,333 333 3,667 367 4,033 4,000 2,100 210 2,310 231 2,541 2,500 2,313 231 2,544 254 2,798 2,750 4,000 400 4,400 440 4,840 4,800 - - - - - - - - - - - - - - - - - -

22,000 2,200 24,200 2,420 26,620 26,600 18,000 1,800 19,800 1,980 21,780 21,750 6,750 675 7,425 743 8,168 8,150 6,783 678 7,462 746 8,208 8,200 55,000 5,500 60,500 6,050 66,550 66,550 - - - - - - 61,500 6,150 67,650 6,765 74,415 74,400 - - - - - -

document.xls

35,000 3,500 38,500 3,850 42,350 42,350 31,667 3,167 34,833 3,483 38,317 38,300 6,625 663 7,288 729 8,016 8,000 33,556 3,356 36,911 3,691 40,602 40,600 43,056 4,306 47,361 4,736 52,097 52,050

18,750 1,875 20,625 2,063 22,688 22,650 25,000 2,500 27,500 2,750 30,250 30,250 31,000 3,100 34,100 3,410 37,510 37,500 32,500 3,250 35,750 3,575 39,325 39,300 29,639 2,964 32,603 3,260 35,863 35,850 34,278 3,428 37,706 3,771 41,476 41,450 23,472 2,347 25,819 2,582 28,401 28,400 30,222 3,022 33,244 3,324 36,569 36,550 30,222 3,022 33,244 3,324 36,569 36,550 30,222 3,022 33,244 3,324 36,569 36,550

2,550,000 255,000 2,805,000 280,500 3,085,500 3,085,500 250,000 25,000 275,000 27,500 302,500 302,500 150,000 15,000 165,000 16,500 181,500 181,500 8,500 850 9,350 935 10,285 10,200 47,000 4,700 51,700 5,170 56,870 56,800 1,750,000 175,000 1,925,000 192,500 2,117,500 2,117,500 1,250,000 125,000 1,375,000 137,500 1,512,500 1,512,500 1,950,000 195,000 2,145,000 214,500 2,359,500 2,359,500 1,150,000 115,000 1,265,000 126,500 1,391,500 1,391,500 750,000 75,000 825,000 82,500 907,500 907,500 250,000 25,000 275,000 27,500 302,500 302,500 25,750 2,575 28,325 2,833 31,158 31,100 250,000 25,000 275,000 27,500 302,500 302,500 1,350,000 135,000 1,485,000 148,500 1,633,500 1,633,500 950,000 95,000 1,045,000 104,500 1,149,500 1,149,500 1,350,000 135,000 1,485,000 148,500 1,633,500 1,633,500 175,000 17,500 192,500 19,250 211,750 211,700

document.xls

document.xls

- - - - - 580,000 58,000 638,000 63,800 701,800 701,800 - - - - - - - - - - - - - - - - - - 70,000 7,000 77,000 7,700 84,700 84,700 760,000 76,000 836,000 83,600 919,600 919,600 60,000 6,000 66,000 6,600 72,600 72,600 315,000 31,500 346,500 34,650 381,150 381,150 16,500 1,650 18,150 1,815 19,965 19,950 105,000 10,500 115,500 11,550 127,050 127,050 9,000 900 9,900 990 10,890 10,850 165,000 16,500 181,500 18,150 199,650 199,650 19,500 1,950 21,450 2,145 23,595 23,550 19,500 1,950 21,450 2,145 23,595 23,550 - - - - - - - - - - - - 125,000 12,500 137,500 13,750 151,250 151,250 6 - - - - - - - - - - - - - - - - - -

document.xls

10,000 1,000 11,000 1,100 12,100 12,100 - - - - - - - - - - - - - - - - - - 22,000 2,200 24,200 2,420 26,620 26,600 750,000 75,000 825,000 82,500 907,500 907,500 - - - - - - 7,500 750 8,250 825 9,075 9,050 5,500 550 6,050 605 6,655 6,650 - - - - - - - - - - - - 10,000 1,000 11,000 1,100 12,100 12,100 18,000 1,800 19,800 1,980 21,780 21,750 - - - - - - 4,000 400 4,400 440 4,840 4,800 - - - - - - - - - - - - - - - - - - 95,000 9,500 104,500 10,450 114,950 114,950 - - - - - - - - - - - - - - - - - - 16,000 1,600 17,600 1,760 19,360 19,350 - - - - - - - - - - - - 50,000 5,000 55,000 5,500 60,500 60,500 - - - - - - 1,900 190 2,090 209 2,299 2,250 - - - - - - 17,500 1,750 19,250 1,925 21,175 21,150

- - - - -

1,000 100 1,100 110 1,210 1,200 1,500 150 1,650 165 1,815 1,800

2,500 250 2,750 275 3,025 3,000 1,500 150 1,650 165 1,815 1,800 500 50 550 55 605 600 1,000 100 1,100 110 1,210 1,200

3,000 300 3,300 330 3,630 3,600 1,500 150 1,650 165 1,815 1,800 1,500 150 1,650 165 1,815 1,800 1,500 150 1,650 165 1,815 1,800

document.xls

3,000 300 3,300 330 3,630 3,600 90,000 9,000 99,000 9,900 108,900 108,900 35,000 3,500 38,500 3,850 42,350 42,350 50,000 5,000 55,000 5,500 60,500 60,500 75,000 7,500 82,500 8,250 90,750 90,750 3,000 300 3,300 330 3,630 3,600 10,000 1,000 11,000 1,100 12,100 12,100 3,500 350 3,850 385 4,235 4,200 2,000 200 2,200 220 2,420 2,400 1,000 100 1,100 110 1,210 1,200 225,000 22,500 247,500 24,750 272,250 272,250 3,000 300 3,300 330 3,630 3,600

- - - - - 7 1,600,000 160,000 1,760,000 1,760,000 1,760,000 1,630,000 163,000 1,793,000 1,793,000 1,793,000 1,700,000 170,000 1,870,000 1,870,000 1,870,000 1,825,000 182,500 2,007,500 2,007,500 2,007,500 1,900,000 190,000 2,090,000 2,090,000 2,090,000 1,700,000 170,000 1,870,000 1,870,000 1,870,000 6,500 650 7,150 7,150 7,150 2,200 220 2,420 2,420 2,400 15,000 1,500 16,500 16,500 16,500 17,500 1,750 19,250 19,250 19,250 30,000 3,000 33,000 33,000 33,000 35,000 3,500 38,500 38,500 38,500 42,000 4,200 46,200 46,200 46,200 50,000 5,000 55,000 55,000 55,000 120,000 12,000 132,000 132,000 132,000

document.xls

70,000 7,000 77,000 77,000 77,000 75,000 7,500 82,500 82,500 82,500 7,500 750 8,250 8,250 8,250 3,500 350 3,850 3,850 3,850 13,500 1,350 14,850 14,850 14,850 11,500 1,150 12,650 12,650 12,650 17,500 1,750 19,250 19,250 19,250 15,000 1,500 16,500 16,500 16,500 6,500 650 7,150 7,150 7,150 75,000 7,500 82,500 82,500 82,500 17,500 1,750 19,250 19,250 19,250 11,000 1,100 12,100 12,100 12,100 15,000 1,500 16,500 16,500 16,500 9,500 950 10,450 10,450 10,450 7,500 750 8,250 8,250 8,250 6,000 600 6,600 6,600 6,600 6,750 675 7,425 7,425 7,400 12,000 1,200 13,200 13,200 13,200 37,500 3,750 41,250 41,250 41,250 21,000 2,100 23,100 23,100 23,100 30,000 3,000 33,000 33,000 33,000 20,000 2,000 22,000 22,000 22,000 19,000 1,900 20,900 20,900 20,900 10,000 1,000 11,000 11,000 11,000 21,500 2,150 23,650 23,650 23,650 25,000 2,500 27,500 27,500 27,500 20,000 2,000 22,000 22,000 22,000 55,000 5,500 60,500 60,500 60,500 55,000 5,500 60,500 60,500 60,500 77,500 7,750 85,250 85,250 85,250 5,500 550 6,050 6,050 6,050

### 1,800,000 ### 19,800,000 19,800,000 ### 1,700,000 ### 18,700,000 18,700,000 ### 1,600,000 ### 17,600,000 17,600,000 ### 1,700,000 ### 18,700,000 18,700,000 ### 1,300,000 ### 14,300,000 14,300,000 ### 1,500,000 ### 16,500,000 16,500,000

6,000,000 600,000 6,600,000 6,600,000 6,600,000 ### 1,300,000 ### 14,300,000 14,300,000 ### 1,350,000 ### 14,850,000 14,850,000

165,000 16,500 181,500 181,500 181,500 8 125,000 12,500 137,500 137,500 137,500 115,000 11,500 126,500 126,500 126,500 100,000 10,000 110,000 110,000 110,000 45,000 4,500 49,500 49,500 49,500 45,000 4,500 49,500 49,500 49,500 67,000 6,700 73,700 73,700 73,700 13,500 1,350 14,850 14,850 14,850 42,500 4,250 46,750 46,750 46,750 11,000 1,100 12,100 12,100 12,100

document.xls

75,000 7,500 82,500 82,500 82,500 3,250 325 3,575 3,575 3,550 170,000 17,000 187,000 187,000 187,000 35,000 3,500 38,500 38,500 38,500 47,500 4,750 52,250 52,250 52,250 150,000 15,000 165,000 165,000 165,000 4,500 450 4,950 4,950 4,950 45,000 4,500 49,500 49,500 49,500 40,000 4,000 44,000 44,000 44,000 35,000 3,500 38,500 38,500 38,500 50,000 5,000 55,000 55,000 55,000 7,500 750 8,250 8,250 8,250 7,500 750 8,250 8,250 8,250 85,000 8,500 93,500 93,500 93,500 70,000 7,000 77,000 77,000 77,000 60,000 6,000 66,000 66,000 66,000 95,000 9,500 104,500 104,500 104,500 42,500 4,250 46,750 46,750 46,750 40,000 4,000 44,000 44,000 44,000 120,000 12,000 132,000 132,000 132,000 100,000 10,000 110,000 110,000 110,000 150,000 15,000 165,000 165,000 165,000 175,000 17,500 192,500 192,500 192,500 140,000 14,000 154,000 154,000 154,000 100,000 10,000 110,000 110,000 110,000 3,000 300 3,300 3,300 3,300 2,250 225 2,475 2,475 2,450 45,000 4,500 49,500 49,500 49,500 8,000 800 8,800 8,800 8,800 600 60 660 660 650 165,000 16,500 181,500 181,500 181,500 130,000 13,000 143,000 143,000 143,000 80,000 8,000 88,000 88,000 88,000 70,000 7,000 77,000 77,000 77,000 24,000 2,400 26,400 26,400 26,400 177,500 17,750 195,250 195,250 195,250

### 2,400,000 ### 26,400,000 26,400,000 9 1,850,000 185,000 2,035,000 2,035,000 2,035,000 1,700,000 170,000 1,870,000 1,870,000 1,870,000 1,400,000 140,000 1,540,000 1,540,000 1,540,000 1,650,000 165,000 1,815,000 1,815,000 1,815,000 1,850,000 185,000 2,035,000 2,035,000 2,035,000 1,450,000 145,000 1,595,000 1,595,000 1,595,000 25,000 2,500 27,500 27,500 27,500 1,600,000 160,000 1,760,000 1,760,000 1,760,000

Ungaran, Maret 2006


document.xls

DPU KABUPATEN SEMARANGTAHUN 2006

KETUA : AGUS SUHARTO, ST 1………………..

SEKRETARI : IMAM ISTANTO 2…………………

ANGGOTA : 1. KOMARI 3………………..

2. SAMADI 4…………………

3. RAIS 5………………..

4. ARNA PASKA 6…………………

5. SAFRUDIN ARYANTO 7………………..

6. NGADIONO 8…………………

7. HARTONO, AMd. 9………………..

8.HERI SUBAGYO 10……………… 9. RONDIAN 11………………..

10

HPS TUNTANG.06-06-06

DAFTAR HARGA SATUAN UPAH TENAGA KERJA

TAHUN 2006

NO URAIAN SATUAN UPAH

1 Pekerja Orang/hari 30,000

2 Mandor Orang/hari 40,000

3 Tukang batu Orang/hari 25,000

4 Tukang kayu Orang/hari 25,000

5 Tukang besi Orang/hari 25,000

6 Tukang cat Orang/hari 25,000

7 Tukang plitur Orang/hari 25,000

8 Tukang listrik Orang/hari 25,000

9 Kepala Tukang Orang/hari 27,500

10 Mekanik terlatih Orang/hari 30,000

11 Operator terlatih Orang/hari 60,000

12 Operator semi terlatih Orang/hari 50,000

13 Pembantu Operator Orang/hari 40,000

14 Sopir Orang/hari 35,000

15 Sopir angkut orang Orang/hari 30,000

16 Buruh tak terlatih Orang/hari 30,000

17 Buruh semi terlatih Orang/hari 30,000

18 Buruh terlatih Orang/hari 30,000

19 Tukang masak aspal/Juru godog Orang/hari 40,000

20 Tukang leideng Orang/hari 30,000

21 Pengayam bronjong Orang/hari 30,000

22 Masinis Orang/hari 50,000

23 Pembantu Masinis Orang/hari 40,000

24 Penjaga Orang/hari 30,000

69+1

DAFTAR HARGA SATUAN BAHAN BANGUNAN

(DIBORONGKAN)

NO JENIS BAHAN SATUAN HARGA SATUAN

(Rp) Selisih

1 2 3 4

I BAHAN DASAR (UMUM)

1 Abu Batu 96,000.00 -

2 Alat-alat kerja / Alat bantu : -

- Pekerjaan jalan Unit 60,000.00 -

- Pekerjaan tanah Unit 25,000.00 -

- Pekerjaan pasangan Unit 45,000.00 -

- Pekerjaan perpipaan Unit 1,500.00 -

3 Aluminium plat BJLS 28 M² 20,000.00 -

4 Amril / amplas Lembar 2,000.00 -

5 Asbes gelombang 1 x 1,80 m Lembar 36,000.00 (12,000.00)

6 Asbes gel.besar 2 m x 1,02 m - 6 mm Lembar 43,000.00 (10,000.00)

7 Asbes plat/Harflek 1,0 m x 1,0 m Buah 12,000.00 -

8 Aspal Kg 10,000.00 4,000.00

9 Bak Mandi 50 X 50 cm Buah 300,000.00 -

10 Bambu kecil Batang 4,500.00 -

11 Bambu sedang Batang 6,500.00 -

12 Bataco 39 x 19 x 10 cm Buah 2,250.00 -

13 Bataco (setengah) 19 x 19 x 10 cm Buah 1,500.00 -

14 Bataco 39 x 19 x 14 cm Buah 2,500.00 -

15 Bataco (setengah) 19 x 19 x 14 cm Buah 1,750.00 -

16 Batang kelapa M3 120,000.00 -

17 Batang tanaman peredu Batang 6,000.00 -

18 Batu apung Kg. 12,000.00 -

19 Batu belah 7/10 M3 105,000.00 (35,000.00)

20 Batu belah 10/15 M3 100,000.00 (40,000.00)

21 Batu belah/batu gunung (batu belah) M3 90,000.00 (30,000.00)

22 Batu bulat / Batu kali bulat M3 80,000.00 (20,000.00)

23 Batu candi 30 x 30 M²+D19 60,000.00 -

24 Batu Kerikil sungai (tersaring) M3 80,000.00 -

25 Batu merah (Batu bata) Buah 200.00 (50.00)

26 Batu Palimanan M² 78,000.00 -

27 Batu chip 0,5/1 (pecah mesin) M3 175,000.00 -

28 Batu split 1/2 (pecah mesin) M3 150,000.00 (25,000.00)

27 Batu pecah 2/3 (pecah mesin) M3 130,000.00 (45,000.00)

28 Batu pecah 3/5 (pecah mesin) M3 120,000.00 (55,000.00)

29 Batu pecah 4/6 (pecah tangan) M3 110,000.00 (40,000.00)

30 Batu pecah 5/7 (pecah tangan) M3 105,000.00 (45,000.00)

31 Bensin Liter 4,500.00 -

M3

70+1

1 2 3 4

32 Besi Profil Kg. 8,000.00 -

33 Besi IWF Kg. 8,000.00 -

34 Besi beton polos Kg 4,750.00 (2,750.00)

35 Besi beton ulir Kg 5,000.00 (3,000.00)

36 Besi sengkang Kg 6,000.00 (1,500.00)

37 Besi teralis Kg 9,500.00 (2,500.00)

38 BRC t = 150 x 240 cm a. Non galvanis Buah 200,000.00 -

39 BRC t = 150 x 240 cm b. Galvanis Buah 250,000.00 -

40 BRC t = 120 x 240 cm a. Non galvanis Buah 175,000.00 -

41 BRC t = 120 x 240 cm b. Galvanis Buah 210,000.00 -

42 BRC (tiang t = 150 ) Galvanis Buah 80,000.00 -

43 BRC (tiang t = 120 ) Galvanis Buah 70,000.00 -

44 Cat besi Kg. 30,000.00 (4,000.00)

45 Cat brom Kg. 35,000.00 (2,000.00)

46 Cat Kayu Kg 30,000.00 (2,800.00)

47 Cat Meni Kg. 10,000.00 (3,000.00)

48 Cat Tembok Kg 10,000.00 (1,600.00)

49 Daun/Kerangka naco M² 104,000.00 -

50 Dempul Plamur kayu Kg 13,000.00 -

51 Eternit Lembar 4,000.00

52 Engsel Pintu Buah 6,000.00

53 Engsel Jendela Buah 5,000.00

54 Flinkote Buah 18,000.00 -

55 Formica Buah 55,000.00 25,000.00

56 Folding gate 0.4 275,000.00 271,000.00

57 Flinkote Kg. 18,000.00 -

58 Formica Lembar 55,000.00 -

59 Folding gate 0.4 M² 275,000.00 (100,000.00)

60 Folding gate 0.8 M² 350,000.00 (80,000.00)

61 Genteng beton abu-abu (9bh/m2) Buah 2,000.00 (1,000.00)

62 Genteng beton abu-abu (11bh/m2) Buah 1,900.00 (700.00)

63 Genteng Kerpus tanah (5 bh/m) ex.Kebumen Buah 2,500.00 (250.00)

64 Genteng Kerpus beton abu-abu (3 bh/m)-Gt.9 Buah 3,500.00 (500.00)

65 Genteng Kerpus beton abu-abu (3 bh/m)-Gt.11 Buah 3,500.00 (1,500.00)

66 Genteng tanah liat kodok Kebumen Buah 1,100.00 -

67 Genteng tanah liat plentong Kebumen Buah 850.00 (150.00)

68 Genteng tanah liat plentong Lokal Buah 700.00 -

69 Gorong-gorong DN 15 cm, panjang 1 meter Buah 24,000.00 -

70 Gorong-gorong DN 20 cm , panjang 1 meter Buah 32,000.00 -




74 Gorong-gorong DN 60 cm , panjang 1 meter Buah 80,000.00 -


M2

71+1

1 2 3 4

76 Gorong-gorong DN 80 cm, panjang 0.5 meter Buah 75,000.00 -

77 Gorong-gorong DN 100 cm panjang 0.5 meter Buah 80,000.00 -

78 Got Type U - 15 cm Buah 14,000.00 -

79 Got Type U - 20 cm Buah 17,000.00 -

80 Got Type U - 30 cm Buah 21,000.00 -

81 Got Type U - 40 cm Buah 23,500.00 -

82 Glass Block Buah 17,000.00 -

83 Grendel biasa jendela Buah 3,500.00 (6,500.00)

84 Kaca airbras M² 1,000,000.00 -

85 Kaca bening 3 mm M² 44,000.00 -

86 Kaca bening 5 mm M² 50,000.00 (10,000.00)

87 Kaca grafir M² 900,000.00 -

88 Kaca patri timah M² 1,200,000.00 -

89 Kaca ryben 5 mm M² 70,000.00 -

90 Kaca Penting (Kaca Es) M² 85,000.00 15,000.00

91 Kait angin Buah 8,000.00

92 Kansteen Batako 10 x 20 x 50 Buah 8,500.00 -

93 Kansteen 10/12,5 x 25 x 50 Buah 9,500.00 -

94 Kansteen 10/12,5X25 x 50 (LB) Buah 11,500.00 -

95 Kansteen 10/12,5X25 x 50 (STD) Buah 8,500.00 -





100 Kansteen 15/20X30 x 50 (LB) Buah 22,000.00 -

101 Kansteen 15/20X30 x 50 (STD) Buah 21,000.00 -

102 Kapur pasang M3 100,000.00 (50,000.00)

103 Kapur sirih Kg 3,200.00 -

104 Kawat beton/Bendrat Kg 8,000.00 -

105 Kawat duri (50 m) Rol 55,000.00 -

106 Kawat galvanis/bronjong Kg 9,600.00 -

107 Kawat harmonika 12 x 45 mm M² 18,000.00 -

108 Kawat kasa M² 12,000.00 -

109 Kawat kasa plastik M² 13,500.00 -

110 Kayu bakar M3 50,000.00 -

111 Kayu bengkirai (papan) M3 3,600,000.00 ###

112 Kayu bengkirai (balok) - 4 M M3 3,500,000.00 ###

113 Kayu bengkirai 5/7 - 4M M3 3,400,000.00 ###

114 Kayu bengkirai 3/5 M' 4,500.00 (1,500.00)

115 Kayu bengkirai 2/3 M' 3,000.00 -

116 Kayu Kamfer (papan) M3 3,850,000.00 (450,000.00)

117 Kayu kamfer (balok) - 4M M3 3,750,000.00 (500,000.00)

118 Kayu kamfer 5/7 - 4M M3 3,500,000.00 (750,000.00)

119 Kayu kamfer 3/5 M' 5,000.00 -

72+1

1 2 3 4

120 Kayu kamfer 2/3 M' 2,600.00 -

121 Kayu Meranti (papan) M3 2,700,000.00 -

122 Kayu Meranti (Balok) - 4 M M3 2,500,000.00 -

123 Kayu Meranti 5/7 - 4 M M3 2,500,000.00 -

124 Kayu Meranti 3/5 M' 3,750.00 -

125 Kayu Meranti 2/3 M' 1,500.00 -

126 Kayu Kruing (papan) M3 3,300,000.00 (200,000.00)

127 Kayu Kruing (Balok) - 4 M M3 2,900,000.00 (550,000.00)

128 Kayu Kruing 5/7 - 4 M M3 2,850,000.00 (600,000.00)

129 Kayu Kruing 3/5 M' 4,000.00 (1,200.00)

130 Kayu Kruing 2/3 M' 2,000.00 (100.00)

131 Kayu Kruing list plafon M' 1,500.00

132 Kayu cetakan M3 700,000.00 (150,000.00)

133 Kayu dolok DN / Dolken 8-10 cm M' 20,000.00 5,000.00

134 Kayu Jati Kw.I M3 12,000,000.00 -

135 Kayu Jati (balok) Kw.II M3 9,600,000.00 -

136 Kayu Jati (papan) Kw.II M3 14,000,000.00 -

137 Kayu Tahun (Perancah) M3 825,000.00 (375,000.00)

138 Kayu Lanan M3 1,250,000.00 (650,000.00)

139 Kunci tanam Junion Buah 75,000.00 20,000.00

140 Kunci tanam Yale Buah 42,000.00 -

141 Kunci tanam Kuda Buah 42,000.00 -

139 Kusen aluminium 3" putih M' 50,000.00 -

140 Kusen aluminium 3" hitam M' 55,000.00 -

141 Kusen aluminium 4" putih M' 60,000.00 -

142 Kusen aluminium 4" hitam M' 70,000.00 -

143 Kusen & daun pintu KM Aluminium Unit 250,000.00 -

144 Kloset jongkok (ina) Buah 90,000.00 (10,000.00)

145 Kloset duduk (ina) lengkap Buah 750,000.00 -

146 Lem Pralon 0.5 liter / kaleng Liter 27,500.00 -

147 Lem kayu Kg 20,000.00 -

148 Lis kayu M' 2,000.00 (1,000.00)

149 LPA Klas A M3 135,000.00 -

150 LPA Klas B M² 120,000.00 -

151 LPB Klas A M3 100,000.00 -

152 LPB Klas B M² 90,000.00 -

153 Minyak cat/super tiner Liter 7,000.00 (2,000.00)

154 Minyak Oli/Pelumas Liter 15,000.00 (3,000.00)

155 Multiplek 120 x 240 x 9 mm Lembar 92,000.00 (18,000.00)

156 Nok kerpus tanah liat Buah 1,500.00 -

157 Noksteel gelombang besar Buah 35,000.00 -

158 Noksteel gelombang kecil Buah 25,000.00 -

159 Paku asbes Buah 500.00 -

160 Paku kayu Kg 8,000.00 (1,600.00)

73+1

1 2 3 4

161 Paku payung Buah 650.00 -

162 Paku kait lengkap Buah 750.00 -

163 Paku sekrup Kg 10,000.00 -

164 Pasir ayakan beton M3 110,000.00 (25,000.00)

165 Pasir pasang/Muntilan M3 100,000.00 (30,000.00)

166 Pasir urug M3 65,000.00 (15,000.00)

167 Paving 6 cm,25 bh/M²(Hexagonal Kecil) 300 kg/cm Buah 1,300.00 -

168 Paving 8 cm,25 bh/M²(Hexagonal Kecil) 300 kg/cm Buah 1,500.00 100.00

169 Paving block 5 cm, 50 bh/M²(Holland) 200 kg/cm2 Buah 700.00 (800.00)



172 Paving block 8 cm, 50 bh/M²(Holland) 300 kg/cm2 Buah 1,400.00 200.00

173 Paving block 10 cm,50 bh/M²(Holland) 300 kg/cm2 Buah 1,000.00 (500.00)

174 Paving block 6 cm, 39 bh/M² (Unipave) Buah 900.00 (100.00)

175 Paving block 8 cm, 39 bh/M² (Unipave) Buah 1,100.00 (150.00)

176 Paving block 6 cm, 39 bh/M² (Trihex) Buah 1,000.00 -

177 Paving block 8 cm, 39 bh/M² (Trihex) Buah 1,100.00 (150.00)

178 Paving Grass Block 45 x 30 tebal 6 cm 8 bh/M² Buah 5,500.00 (850.00)

179 Paving Grass Block 45 x 30 tebal 8 cm 8 bh/M² Buah 6,000.00 (650.00)

180 Paving Topi uskup, 83 bh/M² Buah 500.00 (100.00)

181 PC / Cement (40 Kg) Zak 31,000.00 (5,000.00)

182 PC / Semen putih (warna) Zak 48,000.00 (12,000.00)

183 Plamur tembok Kg 8,500.00 -

184 Plat baja Kg 9,000.00 -

185 Politur jadi Liter 27,500.00 17,500.00

186 Reel pintu dorong Buah 250,000.00

187 Residu / Ter Liter 10,000.00 -

188 Rolling door M² 165,000.00 -

189 Rooster 10 x 20 cm Buah 2,300.00 -

190 Rooster 15 x 25 cm Buah 3,300.00 -

191 Rooster 15 x 30 cm Buah 4,000.00 -

192 Rooster 20 x 20 cm Buah 2,550.00 -

193 Rooster 25 x 25 cm Buah 3,700.00 -

194 Rooster 30 x 30 cm Buah 4,600.00 -

195 Seng gelombang BJLS 0,3, panjang 180 cm lembar 45,000.00 (3,000.00)

196 Seng gelombang BJLS 0,3, panjang 210 cm lembar 50,000.00 -



199 Seng plat BJLS 0,30 x 90 cm m' 26,000.00 -

200 Seng plat BJLS 0,30 x 60 cm m' 21,000.00 -

201 Sepirtus Liter 8,000.00 -

202 Sirlak Kg. 8,000.00 -

203 Sirtu M3 65,000.00 -

204 Solar Liter 4,300.00 -

74+1

1 2 3 4

205 Taek wood 90 x 210 x 6 mm Lembar 73,000.00 (200.00)

206 Tanah Lempung Lembar 30,800.00 (46,200.00)

207 Tali ijuk Kg. 9,000.00 -

208 Tanah Lempung M3 30,800.00 -

209 Tanah Padas M3 28,000.00 (12,000.00)

210 Tanah urug M3 28,000.00 (7,000.00)

211 Tir Liter 8,000.00 -

212 Triplek 120 x 240 x 3 mm Lembar 32,500.00 (7,500.00)

213 Triplek 120 x 240 x 4 mm Lembar 40,000.00 (12,000.00)

214 Triplek 120 x 240 x 9 mm Lembar 60,000.00 60,000.00

215 Ubin abu-abu 20 x 20 cm (25 bh/m2) M² 22,500.00 -

216 Ubin abu-abu 30 x 30 cm (10 bh/m2) M² 30,250.00 -

217 Ubin keramik 10 x 20 (polos) M² 27,500.00 (10,000.00)

218 Ubin keramik 10 x 20 (warna) M² 32,500.00 (7,500.00)


220 Ubin keramik 20 x 20 (warna) M² 30,000.00 (12,000.00)


222 Ubin keramik 30 x 30 (warna) M² 27,500.00 (900.00)

223 Ubin keramik 40 x 40 (polos) M² 37,500.00 9,100.00

224 Ubin keramik 40 x 40 (warna) M² 45,000.00 16,600.00

-

file:///tt/file_convert/557213c7497959fc0b92fdc1/document.xls

BIDANG CIPTA KARYA DPU KABUPATEN SEMARANG

TAHUN 2006

(DIBORONGKAN)

No URAIAN PEKERJAAN

UPAH HARGA JUMLAH

KERJA BAHAN

(Rp) (Rp) (Rp)

1 2 3 4 5

I. PEKERJAAN PERSIAPAN

5.1 Pembuatan 1 bh Bak Adukan, uk. 0.40 x 0.50 x 0.20 m 7,500.00 60,840.00 68,340.00

6.2 1 M1 Pagar Sementara Dari Seng Gelombang tinggi 2.00 m. 18,350.00 273,587.50 291,937.50

I.3 Pagar Sementara dari kayu 18,350.00 288,087.50 306,437.50

I.4 Pembuatan pintu pagar sementara dari kayu per 1m2 18,350.00 727,000.00 745,350.00

I.5 Membersihkan lapangan dan peralatan 1m2 41,700.00 - 41,700.00

I.6 Pembuatan Kantor Sementara, dengan lantai plesteran per m2 145,250.00 875,350.00 1,020,600.00

I.7 Pembuatan gudang Semen dan alat-alat per m2 87,500.00 756,260.00 843,760.00

I.8 Pembuatan steger / scaffolding dari bambu per m2 ukuran (40x50x20) 32,000.00 25,450.00 57,450.00

I.9 Pembuatan jalan sementar per m2 32,000.00 25,450.00 57,450.00

I.10 Bongkaran dinding tembok bata merah per m3 201,330.00 - 201,330.00

I.11 Pengukuran dan pemasangan bouwplank per m' 5,975.00 38,910.00 44,885.00

5 PEKERJAAN TANAH

5.1 Galian Tanah Biasa Sedalam 1 m per m3 13,600.00 - 13,600.00



6.4 Galian Tanah Keras Sedalam 1 m per m3 21,250.00 - 21,250.00

6.6 Galian Tanah Lumpur Sedalam 1 m per m3 28,220.00 - 28,220.00

6.8 Tanah Diangkut Sejauh 150 m per m3 17,480.00 - 17,480.00

6.9 Mengurug Tanah Kembali per m3 6,528.00 - 6,528.00

6.10. Pemadatan Tanah 1 m3 17,000.00 - 17,000.00

0 Urugan tanah padas untuk badan jalan/berm per m3 17,000.00 33,600.00 50,600.00

6.11 Urugan Pasir per m3 9,400.00 78,000.00 87,400.00

0 PEKERJAAN PONDASI

6.14 Pasangan pondasi batu kosong Tebal 20 cm per 1 m3 14,722.50 127,500.00 142,222.50

6.2 Pasangan batu belah/batu kali dengan 1 PC : 2 PS per 1 m3 64,650.00 348,625.00 413,275.00

6.4 Pasangan batu belah/batu kali dengan 1 PC : 3 PS per 1 m3 64,650.00 304,050.00 368,700.00

6.5 Pasangan Batu Belah/Batu Kali dgn 1 PC : 4 PS per 1 m3 64,650.00 277,325.00 341,975.00



6.12 Pasangan Batu Belah/Batu Kali dgn 1 PC : 3 KP : 10 PS per 1 m3 64,650.00 210,175.00 274,825.00

6.16 Pasangan pondasi sumuran dia. 100 cm per 1 m3 82,925.00 394,100.00 477,025.00

III.9 Membuat Bronjong dari Kawat galvanis 3 mm diisi dgn bt belah, per m3 83,066.67 170,000.00 253,066.67

III.10 Membuat Bronjong dari Kawat galvanis 4 mm diisi dgn bt belah, per m3 87,066.67 234,000.00 321,066.67

III.11 Membuat Bronjong dari Kawat galvanis 5 mm, diisi dgn bt belah per m3 92,066.67 314,000.00 406,066.67

IV. PEKERJAAN DINDING

6.2 Pasangan Batu Bata dgn 1 PC : 2 PS per m2 Tebal 1 Bata 26,250.00 69,712.50 95,962.50



6.7 Pasangan Batu Bata dgn 1 PC : 3 KP : 10 PS per m2 Tebal 1 Bata 26,250.00 19,812.00 46,062.00

6.9 Pasangan Batu Bata dgn 1 PC : 2 PS per m2 Tebal 1/2 Bata 12,975.00 32,486.25 45,461.25

6.10. Pasangan Batu Bata dgn 1 PC : 3 PS per m2 Tebal 1/2 Bata 12,975.00 29,136.75 42,111.75

6.11 Pasangan Batu Bata dgn 1 PC : 4 PS per m2 Tebal 1/2 Bata 12,975.00 26,912.50 39,887.50

6.15 Pasangan Batu Bata dgn 1 PC : 3 KP : 10 PS per m2 Tebal 1/2 Ba 12,975.00 23,987.50 36,962.50


1 2 3 4 5

6 PEKERJAAN PLESTERAN

6.2 Plesteran tebal 15 mm dengan 1 Pc : 2 Ps per m2 10,562.50 8,303.00 18,865.50





6.9 Plesteran tebal 15 mm dengan 1 Pc : 3 Kp : 10 Ps per m2 10,562.50 3,426.00 13,988.50





- - -

6.35 Plesteran siar dengan 1 Pc : 2 Ps per m2 6,762.50 4,948.00 11,710.50

6.31 Plesteran skoning dengan 1 Pc : 2 Ps per m1 3,039.50 587.50 3,627.00

6 PEKERJAAN PENUTUP LANTAI DAN DINDING

6.3 Pasang lantai tegel abu-abu ukuran 20x20 cm per m2 12,247.50 31,910.00 44,157.50

6.6 Pasang lantai tegel warna ukuran 20x20 cm per m2 12,247.50 32,669.00 44,916.50

6.34 Pasang Lantai Keramik 10x20 cm (polos) per m2 29,512.50 42,319.50 71,832.00

6.34.a Pasang Lantai Keramik 10x20 cm (warna) per m2 29,512.50 47,319.50 76,832.00

6.44 Pasang Lantai Keramik 20x20 cm (polos) per m2 29,512.50 42,319.50 71,832.00

6.44.a Pasang Lantai Keramik 20x20 cm (warna) per m2 29,512.50 44,819.50 74,332.00

0 Pasang Lantai Keramik 30x30 cm (polos)per m2 29,512.50 38,319.50 67,832.00

0 Pasang Lantai Keramik 30x30 cm (warna)per m2 29,512.50 42,319.50 71,832.00

6 PEKERJAAN BETON

6.1 Membuat beton tumbuk dengan 1 Pc : 3 Ps : 5 Kr, per m3 59,637.50 334,050.00 393,687.50



6.4 Membuat lantai kerja beton tumbuk, 1Pc : 3Ps : 5 Kr per m3 35,295.00 90,950.00 126,245.00

6.5 Membuat beton dengan 1 Pc : 2 Ps : 3 Kr, per m3 109,712.50 419,700.00 529,412.50

6.6 Membuat beton dengan 1 Pc : 2Ps : 4 Kr, per m3 109,712.50 393,425.00 503,137.50

6.7 Membuat beton dengan 1 Pc : 2Ps : 2,5 Kr, per m3 59,637.50 419,800.00 479,437.50

6.25 Pembesian dengan besi ulir, per kg 416.25 5,370.00 5,786.25

6.25 Pembesian dengan besi polos, per kg 416.25 5,107.50 5,523.75

6.28 Pasang bekisting untuk pondasi, per m2 16,415.00 36,900.00 53,315.00

6.29 Pasang bekisting untuk sloof, per m2 16,415.00 41,025.00 57,440.00

6.30. Pasang bekisting untuk kolom, per m2 18,397.50 118,950.00 137,347.50

6.31 Pasang bekisting untuk balok, per m2 18,997.50 122,700.00 141,697.50

6.38 Membuat pondasi beton bertulang ( 150 kg besi+bekisting) per m3 191,337.50 1,309,425.00 1,500,762.50

6.39 Membuat sloof beton bertulang ( 200 kg besi+bekisting) per m3 244,152.50 1,617,675.00 1,861,827.50

6.40. Membuat kolom beton bertulang ( 300 kg besi+bekisting) per m3 388,425.00 3,046,425.00 3,434,850.00

6.41 Membuat balok beton bertulang ( 200 kg besi+bekisting) per m3 297,950.00 2,321,525.00 2,619,475.00

6.42 Membuat balok beton bertulang ( 150 kg besi+bekisting) per m3 297,950.00 2,398,025.00 ###

Membuat beton bertulang praktis ( 150 kg besi+bekisting) per 287,720.00 1,574,025.00 ###

6.49 Membuat ring balok beton bertulang ( 10 x 15 )cm per m' 5,950.00 27,067.50 33,017.50

Membuat sloof beton bertulang ( 150 kg besi+bekisting) per m3 244,152.50 1,380,175.00 1,624,327.50

Membuat kolom beton bertulang ( 150 kg besi+bekisting) per m3 235,402.50 2,315,925.00 2,551,327.50

Membuat slof beton bertulang ( 15x20 )cm Tulangan 150 Kg per M1 #REF! #REF! #REF!

Pekerjaan cetakan untuk 1 m3 beton 202,750.00 362,000.00 564,750.00

Pasang bekisting untuk pondasi, per m2 16,415.00 36,900.00 53,315.00

1 m3 Beton bertulang dengan 1 : 2 : 3 Tulangan 100 kg 1,646,537.50

1 m3 Beton bertulang dengan 1 : 2 : 3 Tulangan 125 Kg 1,784,631.25

1 m3 Beton bertulang dengan 1 : 2 : 3 Tulangan 150 Kg ###

1 m3 Beton bertulang dengan 1 : 2 : 3 Tulangan 175 Kg 2,060,818.75

1 m3 Beton Bertulang dengan 1:2:3 Tulangan 200 Kg 2,198,912.50

1m3 Beton Bertulang dengan 1:2:3 Tul;angan 225 Kg 2,337,006.25

1m3 Beton Bertulang dengan 1:2:3 Tul;angan 225 Kg 2,337,006.25

1m3 Beton Bertulang dengan 1:2:3 Tulangan 250 Kg 2,475,100.00

Membuat sloof beton bertulang ( 150 kg besi+bekisting) per m3 244,152.50 1,380,175.00 1,624,327.50

Membuat kolom beton bertulang ( 150 kg besi+bekisting) per m3 235,402.50 2,315,925.00 2,551,327.50

Membuat slof beton bertulang ( 15x20 )cm Tulangan 150 Kg per M1 24,238.13 101,834.75 126,072.88


1 2 3 4 5

6 PEKERJAAN KAYU

6.27 Kuda-kuda Kayu Jati per m3 461,000.00 10,571,200.00 ###

6.28 Kuda-kuda Kayu Kamper per m3 461,000.00 4,221,400.00 4,682,400.00

6.30. Kuda-kuda Kayu Kruing per m3 461,000.00 3,286,400.00 3,747,400.00

6.29 Kuda-kuda Kayu Bengkirai per m3 461,000.00 3,946,400.00 4,407,400.00

VIII.5 Kuda-kuda Kayu Jati Bentang 6-9 m per m3 461,000.00 10,588,800.00 ###

VIII.6 Kuda-kuda Kayu Kamper Bentang 6-9 m per m3 461,000.00 4,153,800.00 4,614,800.00

VIII.7 Kuda-kuda Kayu Kruing Bentang 6-9 m per m3 461,000.00 3,218,800.00 ###

VIII.8 Kuda-kuda Kayu Bengkirai Bentang 6-9 m per m3 461,000.00 3,878,800.00 4,339,800.00

VIII.9 Pasang Gording Kayu Jati per m3 271,050.00 10,577,600.00 ###

VIII.10 Pasang Gording Kayu Kamper per m3 223,030.00 4,142,600.00 4,365,630.00

VIII.11 Pasang Gording Kayu Kruing per m3 223,030.00 3,207,600.00 ###

VIII.12 Pasang Gording Kayu Bengkirai per m3 223,030.00 3,867,600.00 4,090,630.00

VIII.13 Rangka Atap Kayu Jati untuk Seng per m2 7,575.00 106,400.00 113,975.00

VIII.14 Rangka Atap Kayu Kamper untuk Seng per m2 7,575.00 42,050.00 49,625.00

VIII.15 Rangka Atap Kayu Kruing untuk Seng per m2 7,575.00 32,700.00 40,275.00

VIII.16 Rangka Atap Kayu Bengkirai untuk Seng per m2 7,575.00 39,300.00 46,875.00

6.32 Pek. Kaso 5/7 dan Reng 3/4 Kayu Kamper per m2 (vlam/kodok/plentong) 5,975.00 46,200.00 52,175.00

6.35 Pek. Kaso 5/7& Reng 3/4 per m2 Kayu Kamper (Genteng Beton) 5,975.00 53,700.00 59,675.00

6.31 Pek. Kaso 5/7 dan Reng 2/3 Kayu Kruing per m2(kodok/vlam/ple 5,975.00 35,400.00 41,375.00

6.35 Pek. Kaso 5/7 dan Reng 3/4 Kayu Kruing per m2 (genteng beton) 5,975.00 41,800.00 47,775.00

6.31.A Pek. Kaso 5/7 dan Reng 2/3 Kayu Bengkirai per m2 (plentong/kodok/vla 5,975.00 43,200.00 49,175.00

6.35.b Pek. Kaso 5/7 dan Reng 3/4 Kayu Bengkirai per m2 (genteng beton) 5,975.00 50,200.00 56,175.00

6.1 Pek. Kusen-kusen Pintu/Jendela dari Kayu Jati per m3 747,000.00 10,560,000.00 ###

6.2 Pek. Kusen-kusen Pintu/Jendela dari Kayu Bengkirai per m3 697,000.00 4,200,000.00 ###

6.12 Pekerjaan Daun Pintu/Jendela Jalusi dari Kayu Jati per m2 125,250.00 614,400.00 739,650.00

6.13 Pekerjaan Daun Pintu/Jendela Jalusi dari Kayu Bengkirai per m2 125,250.00 230,400.00 355,650.00

6.19 Pek.Daun Pintu/Jendela Plywood (Triplex)Rangkap Rangka Kayu Jati per 74,700.00 223,060.00 297,760.00

6.2 Pek. Daun Pintu/Jendela Plywood Rangkap Rangka Kayu Kamper 74,700.00 108,400.00 183,100.00

6.9 Pek. Daun Pintu/Jendela Kaca Rangka Kayu Jati per m2 81,100.00 336,000.00 417,100.00

6.10. Pek. Daun Pintu/Jendela Kaca Rangka Kayu Bengkirai per m2 81,100.00 126,000.00 207,100.00

6.10.A Pek. Daun Pintu Panil triplek 9 mm Rangka Kayu Bengkirai per 81,100.00 148,920.00 230,020.00

6.7 Pekerjaan Daun Pintu Panil Bahan Kayu Jati per m2 101,375.00 384,000.00 485,375.00

6.2 Pekerjaan Pasang kunci tanam biasa 13,275.00 75,000.00 88,275.00

6.5 1 Bh Pasang engsel pintu 4,642.50 6,000.00 10,642.50

6.6 1 Bh Pasang engsel jendela 3,095.00 5,000.00 8,095.00

6.9 1 Bh Pasang kait angin 4,642.50 8,000.00 12,642.50

6.14 1 Bh Pasang rel pintu dorong 18,570.00 250,000.00 268,570.00

6.17 1 M² Pasang kaca 5 mm 4,642.50 55,000.00 59,642.50

6.13 Pekerjaan Daun Pintu/Jendela Panil Bahan Kayu Bengkirai per m 125,250.00 230,400.00 355,650.00

VIII.36 Pek. Rangka Langit-langit Grid 50 cm x 100 cm Bahan Kayu Kamper per 16,452.50 102,690.00 119,142.50

VIII.37 Pek.rangka langit-langit grid 50 cm x 100 cm bahan Kayu kruing per m2 16,452.50 78,390.00 94,842.50

6.40. Pek. Pasang eternit dan rangka langit-langit (1.00x100) bahan 17,340.00 39,480.00 56,820.00

VIII.39 Pekerjaan Plafon hanger kayu kruing per m3 576,250.00 3,190,000.00 3,766,250.00

6.48 Pekerjaan listplank 3 cm x 20 cm bahan kayu bengkirai per m1 8,750.00 26,320.00 35,070.00

6.50. Pekerjaan listplank 3 cm x 30 cm bahan kayu bengkirai per m1 9,605.00 40,000.00 49,605.00

6.57 Pekerjaan dinding pemisah rangkap triplek 4 mm,rangka kayu kruing 400.00 127,525.00 150,575.00

0 Pekerjaan krepyak 2 cm x 10 cm bahan kayu bengkirai per m 1 1,921.00 8,000.00 9,921.00

6.57.a Pekerjaan dinding pemisah teakwood rangkap rangka kayu bengkirai pe 400.00 - -

#REF! #REF! #REF! #REF! #REF!

IX PEKERJAAN PENUTUP ATAP

6.1 Menutup atap dgn genteng flam/plenthong kebumen per m2 2,415.00 27,500.00 29,915.00

6.30. Menutup atap dengan genteng beton per m2 9,175.00 22,000.00 31,175.00

6.4 Menutup bubungan pada genteng flam/plenthong kebumen, per 17,630.00 21,900.00 39,530.00

6.34 Menutup bubungan pada genteng beton, per m' 18,350.00 25,420.00 43,770.00

IX.5 Menutup atap asbes semen gelombang 300 cm x 105 cm per m2 6,347.50 15,128.00 21,475.50


IX.7 Menutup atap seng gelombang 180cm x 90 cm per m2 5,505.00 34,100.00 34,100.00

IX.8 Menutup bubungan dengan seng gelombang per m' 6,710.00 163,820.00 170,530.00

IX.9 Menutup bubungan pada atap asbes gelombang (nok stel) 105 cml per 6,162.50 55,000.00 61,162.50

IX.10 Menutup bubungan pada atap asbes gelombang (nok stel) 108 per m' 6,162.50 111,250.00 117,412.50


1 2 3 4 5

6 PEKERJAAN BESI DAN ALUMINIUM

0 Pekerjaan Papan penahan talang / papan kerpus kayu lanan per m1 31,160.00 26,600.00 57,760.00

6.19 Memasang talang miring atap lebar 90 cm per m1 (untuk jurai) 11,937.50 48,870.00 60,807.50

6.18 Pekerjaan Pasang Talang Datar 15,237.50 25,120.00 40,357.50

6.21 Memasang talang 1/2 lingkaran D-10 cm per m1 11,487.50 42,550.00 54,037.50

XI PEKERJAAN CAT / PLITUR

6.6 Mendempul dan menggosok kayu per m2 2,410.00 1,300.00 3,710.00

6.7 Pengecatan bidang kayu lama per m2 4,281.25 12,150.00 16,431.25

6.9 Pengecatan bidang kayu baru (1 lapis plamir, 1 lapis cat dasar, 2 lapis 4,935.00 16,850.00 21,785.00

6.14 Pengecatan tembok baru (1 lapis plamir, 1 lapis cat dasar, 2 lapis cat 2,448.25 4,450.00 6,898.25

6.15 Pengecatan tembok lama (1 lapis cat dasar, 2 lapis cat penutup) 2,105.50 3,000.00 5,105.50

6.13 Pelaburan bidang kayu dengan plitur/vernis per m2 4,540.00 5,010.00 9,550.00

XII. PEKERJAAN LAIN-LAIN

6.1 Pasang rangka atap baja per kg 1,857.00 9,600.00 11,457.00

XII.2 Memasang pipa galvanis (GI.SNI) dia. 1/2" per m' 5,647.50 18,120.00 23,767.50


XII.4 Memasang pipa galvanis (GI.SNI) dia. 1" per m' 5,647.50 36,300.00 41,947.50

XII.5 Memasang pipa galvanis (GI.SNI) dia. 1,5 " per m' 11,295.00 53,820.00 65,115.00

XII.6 Memasang pipa galvanis (GI.SNI) dia. 2 " per m' 9,351.00 72,600.00 81,951.00



6.25 Memasang pipa PVC tipe AW dia. 1/2" per m' 3,117.00 9,377.50 12,494.50

6.26 Memasang pipa PVC tipe AW dia. 3/4" per m' 3,117.00 11,392.50 14,509.50

6.27 Memasang pipa PVC tipe AW dia. 1" per m' 3,117.00 16,275.00 19,392.00

6.28 Memasang pipa PVC tipe AW dia. 1 1/2" per m' 3,117.00 25,177.50 28,294.50




XII.16 Upah meletakkan Kansteeen tiap 100 Kg 18,775.00 - 18,775.00

XII.17 Perekat 1 Pc : 3 Ps per m3 - 456,750.00 456,750.00

XII.18 Kansteen 10x20x50 cm (STD) per m' 5,231.75 17,000.00 22,231.75


XII.20 Kansteen 10/12,5x25x50 cm (STD) per m' 7,753.75 17,000.00 24,753.75

XII.21 Kansteen 10/12,5x25x50 cm (LB) per m' 7,378.25 23,000.00 30,378.25





XII.26 Kansteen 15/20x30x50 cm (STD) per m' 12,823.00 42,000.00 54,823.00

XII.27 Kansteen 15/20x30x50 cm (SIRIP) per m' 13,010.75 44,000.00 57,010.75

XII.28 Paving 5 cm-200 kg/m² (Holand) per m2 (untuk trotoar) 13,762.50 45,000.00 58,762.50

XII.29 Paving 6 cm-200 kg/m² (Holand) per m2 13,762.50 47,500.00 61,262.50




XII.33 Paving 6 cm-300 kg/m² (Hexagonal kecil) per m2 13,762.50 42,500.00 56,262.50


XII.35 Paving 6 cm (Unipave) per m2 13,762.50 45,100.00 58,862.50


XII.37 Paving 6 cm (Trihex) per m2 13,762.50 49,000.00 62,762.50


XII.39 Paving Grass Block 45 x 30 tebal 6 cm per m2 13,762.50 54,000.00 67,762.50


XII.41 Pasang Got U-15 per m' 5,248.78 14,000.00 19,248.78




XIII. PEKERJAAN PERKERASAN JALAN

XIII.1 Pasir dibawah perkerasan jalan per m3 12,010.00 78,000.00 90,010.00

XIII.2 Biaya Menggilas 7,650,000.00 3,868,750.00 ###

XIII.3 Pasang Batu Onderlaag per m2 173,545.83 23,250.00 196,795.83

XIII.4 Amparan Batu Pecah 4/6, per 1m2 228,221.67 21,400.00 249,621.67

XIII.5 Lapis Permukaan (2/3 + 2/1) + Lapis Chip, per 1 m2 6,953.58 28,560.00 35,513.58

XIII.6 Mengaspal dengan pasir, per m2 1,853.58 16,400.00 18,253.58

XIII.7 Mengaspal dengan Shand Sheet per 1m2 3,270.38 17,450.00 20,720.38

XIII.8 Mengaspal dengan Shand Sheet tebal 3 cm per m2 9,512.25 55,437.50 64,949.75

document.xls

DAFTAR ANALISA

PERHITUNGAN PEKERJAAN JASA PEMBORONGAN

TAHUN 2006

No URAIAN PEKERJAAN HARGA UPAH HARGA JUMLAH

ANALISIS/SATUAN SATUAN KERJA BAHAN

(Rp) (Rp) (Rp) (Rp)

1 2 3 4 5 6


5.1 Pembuatan 1 bh Bak Adukan, uk. 0.40 x 0.50 x 0.20 m SNI 03 - 2835 - 2002

5.1.1 0.0360 m3 Kayu cetakan 700,000.00 25,200.00

0.0800 kg Paku 8,000.00 640.00

1.0000 bt Kaso meranti 5/7 35,000.00 35,000.00

5.1.2 0.0000 oh Pekerja 30,000.00 -

0.3000 Tukang batu 25,000.00 7,500.00

0.0000 Tukang kepala 27,500.00 -

0.0000 Mandor 40,000.00 -

7,500.00 60,840.00 68,340.00

6.2 1 M1 Pagar Sementara Dari Seng Gelombang tinggi 2.00 m. SNI 03 - 2835 - 2002

Tinggi 2 m pondasi setempat

1.2500 m' Kayu dolok DN / Dolken 8-10 cm 20,000.00 25,000.00

0.0625 zak Semen PC 31,000.00 1,937.50

0.0050 Pasir Pasang 100,000.00 500.00

0.0090 Batu pecah 2/3 130,000.00 1,170.00

0.0600 kg Paku Kayu 8,000.00 480.00

0.4500 kg Cat Meni 10,000.00 4,500.00

1.2000 lb Seng Glmbg BJLS 0.3 , 210 cm 50,000.00 60,000.00

0.0720 Kayu 5/7 Meranti 2,500,000.00 180,000.00

0.4000 Pekerja 30,000.00 12,000.00

0.2000 Tukang Kayu 25,000.00 5,000.00

0.0200 Kepala Tukang 27,500.00 550.00

0.0200 Mandor 40,000.00 800.00

18,350.00 273,587.50 291,937.50

I.3 Pagar Sementara dari kayu SNI 03 - 2835 - 2002

Tinggi 2 m


0.0625 zak Semen PC 31,000.00 1,937.50

0.0050 Pasir Pasang 100,000.00 500.00

0.0090 Batu pecah 2/3 130,000.00 1,170.00

0.0600 kg Paku Kayu 8,000.00 480.00

0.4000 kg Cat Meni 10,000.00 4,000.00

0.0720 Kayu 5/7 Meranti 2,500,000.00 180,000.00

0.4000 Pekerja 30,000.00 12,000.00

0.2000 Tukang Kayu 25,000.00 5,000.00

0.0200 Kepala Tukang 27,500.00 550.00

0.0200 Mandor 40,000.00 800.00

18,350.00 288,087.50 306,437.50

I.4 SK SNI T - 01 - 1991 - 03

0.2500 Kayu Meranti 2,500,000.00 625,000.00

0.2500 kg Paku kayu 8,000.00 2,000.00

0.4000 kg Cat meni 10,000.00 4,000.00

3.0000 bh Engsel 18,000.00 54,000.00

1.0000 bh Kunci tanam 42,000.00 42,000.00

0.4000 Pekerja 30,000.00 12,000.00

0.2000 Tukang Kayu 25,000.00 5,000.00

0.0200 Kepala Tukang 27,500.00 550.00

0.0200 Mandor 40,000.00 800.00

m3

m3

m3

m3

m3

m3

Pembuatan pintu pagar sementara dari kayu per 1m2

m3

document.xls

1 2 3 4 5 6

18,350.00 727,000.00 745,350.00

document.xls

1 2 3 4 5 6

I.5 SNI 03 - 2835 - 2002

0.1000 Pekerja 30,000.00 3,000.00

0.0500 Mandor 40,000.00 2,000.00

41,700.00 41,700.00

I.6 Pembuatan Kantor Sementara, dengan lantai plesteran per m2 SNI 03 - 2835 - 2002


0.1800 m3 Kayu meranti 2,500,000.00 450,000.00

0.8500 kg Paku kayu 8,000.00 6,800.00

1.1000 kg Besi Strip 4,750.00 5,225.00

0.8750 zak Semen PC 31,000.00 27,125.00

0.1500 Pasir Pasang 100,000.00 15,000.00

0.1000 Pasir Beton 110,000.00 11,000.00

0.1500 Batu pecah 2/3 130,000.00 19,500.00

30.0000 bh Bata Merah 200.00 6,000.00

0.2500 lbr Seng 50,000.00 12,500.00

2.0000 Jendela Nako 104,000.00 208,000.00

0.0800 Kaca Polos 44,000.00 3,520.00

0.1500 bh Kunci tanam 42,000.00 6,300.00

0.0600 lbr Plywood 4 mm 73,000.00 4,380.00

2.0000 Pekerja 30,000.00 60,000.00

2.0000 Tukang Kayu 25,000.00 50,000.00

1.0000 Tukang Batu 25,000.00 25,000.00

0.3000 Kepala Tukang 27,500.00 8,250.00

0.0500 Mandor 40,000.00 2,000.00

145,250.00 875,350.00 1,020,600.00

I.7 Pembuatan gudang Semen dan alat-alat per m2 SNI 03 - 2835 - 2002


0.2100 Kayu 2,500,000.00 525,000.00

0.3000 kg Paku 8,000.00 2,400.00

0.2600 zak Semen PC 31,000.00 8,060.00

0.0300 Pasir Beton 110,000.00 3,300.00

0.0500 Batu pecah 2/3 130,000.00 6,500.00

1.5000 lbr Seng Glmbg BJLS 0.3 , 210 cm 50,000.00 75,000.00

1.0000 Pekerja 30,000.00 30,000.00

2.0000 Tukang Kayu 25,000.00 50,000.00

0.2000 Kepala Tukang 27,500.00 5,500.00

0.0500 Mandor 40,000.00 2,000.00

87,500.00 756,260.00 843,760.00

I.8 Pembuatan steger / scaffolding dari bambu per m2 ukuran (40x50x20) cm SNI 03 - 2835 - 2002

1.0000 btg Bambu sedang 6,500.00 6,500.00

0.2500 kg Tali ijuk 9,000.00 2,250.00

0.2500 Pekerja 30,000.00 7,500.00

0.0170 Tukang Kayu 25,000.00 425.00

0.0020 Kepala Tukang 27,500.00 55.00

0.0130 Mandor 40,000.00 520.00

8,500.00 8,750.00 17,250.00

I.9 SNI 03 - 2835 - 2002

0.1500 Batu belah 15/20 100,000.00 15,000.00

0.0900 Batu pecah 5/7 105,000.00 9,450.00

0.0100 Pasir pasang 100,000.00 1,000.00

1.0000 Pekerja 30,000.00 30,000.00

0.0500 Mandor 40,000.00 2,000.00

32,000.00 25,450.00 57,450.00

Membersihkan lapangan dan peralatan 1m2

m3

m3

m3

m2

m2

m3

m3

m3

Pembuatan jalan sementar per m2

m3

m3

m3

document.xls

1 2 3 4 5 6

I.10 Bongkaran dinding tembok bata merah per m3 SNI 03 - 2835 - 2002

6.6670 Pekerja 30,000.00 200,010.00

0.0330 Mandor 40,000.00 1,320.00

201,330.00 - 201,330.00

I.11 Pengukuran dan pemasangan bouwplank per m' SNI 03 - 2835 - 2002

0.0120 Kayu Meranti 5/7 2,500,000.00 30,000.00

0.0200 kg Paku kayu 8,000.00 160.00

0.0070 Papan 3/20 1,250,000.00 8,750.00

0.1000 Pekerja 30,000.00 3,000.00

0.1000 Tukang Kayu 25,000.00 2,500.00

0.0100 Kepala Tukang 27,500.00 275.00

0.0050 Mandor 40,000.00 200.00

5,975.00 38,910.00 44,885.00

5 PEKERJAAN TANAH

5.1 SNI - 03 - 2835 - 2002

0.4000 Pekerja 30,000.00 12,000.00

0.0400 Mandor 40,000.00 1,600.00

13,600.00 - 13,600.00

6.2 SNI - 03 - 2835 - 2002

0.5260 Pekerja 30,000.00 15,780.00

0.0526 Mandor 40,000.00 2,104.00

17,884.00 - 17,884.00

6.3 SNI - 03 - 2835 - 2002

0.7350 Pekerja 30,000.00 22,050.00

0.0735 Mandor 40,000.00 2,940.00

24,990.00 - 24,990.00

6.4 SNI - 03 - 2835 - 2002

0.6250 Pekerja 30,000.00 18,750.00

0.0625 Mandor 40,000.00 2,500.00

21,250.00 - 21,250.00

6.6 SNI - 03 - 2835 - 2002

0.8300 Pekerja 30,000.00 24,900.00

0.0830 Mandor 40,000.00 3,320.00

28,220.00 - 28,220.00

6.8 SNI - 03 - 2835 - 2002

0.5160 Pekerja 30,000.00 15,480.00

0.0500 Mandor 40,000.00 2,000.00

17,480.00 - 17,480.00

6.9 SNI - 03 - 2835 - 2002

0.1920 Pekerja 30,000.00 5,760.00

0.0192 Mandor 40,000.00 768.00

6,528.00 - 6,528.00

6.10. Pemadatan Tanah 1 m3 SNI - 03 - 2835 - 2002

0.5000 Pekerja 30,000.00 15,000.00

0.0500 Mandor 40,000.00 2,000.00

17,000.00 - 17,000.00

Dihitung

1.2000 Tanah Padas 28,000.00 33,600.00

0.5000 Pekerja 30,000.00 15,000.00

0.0500 Mandor 40,000.00 2,000.00

m3

m3

Galian Tanah Biasa Sedalam 1 m per m3



Galian Tanah Keras Sedalam 1 m per m3

Galian Tanah Lumpur Sedalam 1 m per m3

Tanah Diangkut Sejauh 150 m per m3

Mengurug Tanah Kembali per m3

Urugan tanah padas untuk badan jalan/berm per m3

m3

document.xls

1 2 3 4 5 6

17,000.00 33,600.00 50,600.00

document.xls

1 2 3 4 5 6

6.11 SNI - 03 - 2835 - 2002

1.2000 Pasir Urug 65,000.00 78,000.00

0.3000 Pekerja 30,000.00 9,000.00

0.0100 Mandor 40,000.00 400.00

9,400.00 78,000.00 87,400.00

PEKERJAAN PONDASI

6.14 SNI - 03 - 2835 - 2002

1.2000 Batu Belah 90,000.00 108,000.00

0.3000 Pasir urug 65,000.00 19,500.00

0.0780 Pekerja 30,000.00 2,340.00

0.3900 Tukang Batu 25,000.00 9,750.00

0.0390 Kepala Tukang 27,500.00 1,072.50

0.0390 Mandor 40,000.00 1,560.00

14,722.50 127,500.00 142,222.50

6.2 SNI - 03 - 2835 - 2002

1.1000 Batu Belah 90,000.00 99,000.00

6.6750 zak Semen PC 31,000.00 206,925.00

0.4270 Pasir Pasang 100,000.00 42,700.00

1.5000 Pekerja 30,000.00 45,000.00

0.6000 Tukang Batu 25,000.00 15,000.00

0.0600 Kepala Tukang 27,500.00 1,650.00

0.0750 Mandor 40,000.00 3,000.00

64,650.00 348,625.00 413,275.00

6.4 SNI - 03 - 2835 - 2002

1.1000 Batu Belah 90,000.00 99,000.00

5.0500 zak Semen PC 31,000.00 156,550.00

0.4850 Pasir Pasang 100,000.00 48,500.00

1.5000 Pekerja 30,000.00 45,000.00

0.6000 Tukang Batu 25,000.00 15,000.00

0.0600 Kepala Tukang 27,500.00 1,650.00

0.0750 Mandor 40,000.00 3,000.00

64,650.00 304,050.00 368,700.00

6.5 SNI - 03 - 2835 - 2002

1.1000 Batu Belah 90,000.00 99,000.00

4.0750 zak Semen PC 31,000.00 126,325.00

0.5200 Pasir Pasang 100,000.00 52,000.00

1.5000 Pekerja 30,000.00 45,000.00

0.6000 Tukang Batu 25,000.00 15,000.00

0.0600 Kepala Tukang 27,500.00 1,650.00

0.0750 Mandor 40,000.00 3,000.00

64,650.00 277,325.00 341,975.00

6.6 SNI - 03 - 2835 - 2002

1.1000 Batu Belah 90,000.00 99,000.00

3.4000 zak Semen PC 31,000.00 105,400.00

0.5440 Pasir Pasang 100,000.00 54,400.00

1.5000 Pekerja 30,000.00 45,000.00

0.6000 Tukang Batu 25,000.00 15,000.00

0.0600 Kepala Tukang 27,500.00 1,650.00

0.0750 Mandor 40,000.00 3,000.00

64,650.00 258,800.00 323,450.00

Urugan Pasir per m3

m3

Pasangan pondasi batu kosong Tebal 20 cm per 1 m3

m3

m3

Pasangan batu belah/batu kali dengan 1 PC : 2 PS per 1 m3

m3

m3

Pasangan batu belah/batu kali dengan 1 PC : 3 PS per 1 m3

m3

m3

Pasangan Batu Belah/Batu Kali dgn 1 PC : 4 PS per 1 m3

m3

m3


m3

m3

document.xls

1 2 3 4 5 6

6.7 SNI - 03 - 2835 - 2002

1.1000 Batu Belah 90,000.00 99,000.00

2.9250 zak Semen PC 31,000.00 90,675.00

0.5610 Pasir Pasang 100,000.00 56,100.00

1.5000 Pekerja 30,000.00 45,000.00

0.6000 Tukang Batu 25,000.00 15,000.00

0.0600 Kepala Tukang 27,500.00 1,650.00

0.0750 Mandor 40,000.00 3,000.00

64,650.00 245,775.00 310,425.00

6.12 SNI - 03 - 2835 - 2002

1.1000 Batu Belah 90,000.00 99,000.00

1.5250 zak Semen PC 31,000.00 47,275.00

0.1470 Kapur 100,000.00 14,700.00

0.4920 Pasir Pasang 100,000.00 49,200.00

1.5000 Pekerja 30,000.00 45,000.00

0.6000 Tukang Batu 25,000.00 15,000.00

0.0600 Kepala Tukang 27,500.00 1,650.00

0.0750 Mandor 40,000.00 3,000.00

64,650.00 210,175.00 274,825.00

6.16 SNI - 03 - 2835 - 2002

0.4500 Batu Belah 90,000.00 40,500.00

7.0000 zak Semen PC 31,000.00 217,000.00

0.4500 Pasir beton 110,000.00 49,500.00

0.6700 Batu pecah 2/3 130,000.00 87,100.00

2.3800 Pekerja 30,000.00 71,400.00

0.3000 Tukang Batu 25,000.00 7,500.00

0.0300 Kepala Tukang 27,500.00 825.00

0.0800 Mandor 40,000.00 3,200.00

82,925.00 394,100.00 477,025.00

III.9 BOW (G.5.a)

8.3333 kg Kawat galvanis 9,600.00 80,000.00

1.0000 batu belah 90,000.00 90,000.00

0.6667 Penganyam 30,000.00 20,000.00

0.5333 Pekerja penganyam 30,000.00 16,000.00

0.0267 Mandor 40,000.00 1,066.67

1.5000 Pekerja mengisi 30,000.00 45,000.00

0.0250 Mandor 40,000.00 1,000.00

83,066.67 170,000.00 253,066.67

III.10 BOW (G.5.b)


1.0000 batu belah 90,000.00 90,000.00

0.7333 Penganyam 30,000.00 22,000.00


0.0267 Mandor 40,000.00 1,066.67

1.5000 Pekerja mengisi 30,000.00 45,000.00

0.0250 Mandor 40,000.00 1,000.00

87,066.67 234,000.00 321,066.67

III.11 BOW (G.5.c)


1.0000 batu belah 90,000.00 90,000.00

0.8333 Penganyam 30,000.00 25,000.00


0.0267 Mandor 40,000.00 1,066.67

1.5000 Pekerja mengisi 30,000.00 45,000.00

0.0250 Mandor 40,000.00 1,000.00


m3

m3

Pasangan Batu Belah/Batu Kali dgn 1 PC : 3 KP : 10 PS per 1 m3

m3

m3

m3

Pasangan pondasi sumuran dia. 100 cm per 1 m3

m3

m3

m3

Membuat Bronjong dari Kawat galvanis 3 mm diisi dgn bt belah, per m3

m3

Membuat Bronjong dari Kawat galvanis 4 mm diisi dgn bt belah, per m3

m3

Membuat Bronjong dari Kawat galvanis 5 mm, diisi dgn bt belah per m3

m3

document.xls

1 2 3 4 5 6

92,066.67 314,000.00 406,066.67

document.xls

1 2 3 4 5 6


6.2 SNI - 03 - 2837 - 2002

140.0000 bh Batu Bata 200.00 28,000.00

1.0875 zak Semen PC 31,000.00 33,712.50

0.0800 Pasir Pasang 100,000.00 8,000.00

0.6500 Pekerja 30,000.00 19,500.00

0.2000 Tukang Batu 25,000.00 5,000.00

0.0200 Kepala Tukang 27,500.00 550.00

0.0300 Mandor 40,000.00 1,200.00

26,250.00 69,712.50 95,962.50

6.3 SNI - 03 - 2837 - 2002

140.0000 bh Batu Bata 200.00 28,000.00

0.8238 zak Semen PC 31,000.00 25,536.25

0.0910 Pasir Pasang 100,000.00 9,100.00

0.6500 Pekerja 30,000.00 19,500.00

0.2000 Tukang Batu 25,000.00 5,000.00

0.0200 Kepala Tukang 27,500.00 550.00

0.0300 Mandor 40,000.00 1,200.00

26,250.00 62,636.25 88,886.25

6.4 SNI - 03 - 2837 - 2002

140.0000 bh Batu Bata 200.00 28,000.00

0.6638 zak Semen PC 31,000.00 20,576.25

0.0930 Pasir Pasang 100,000.00 9,300.00

0.6500 Pekerja 30,000.00 19,500.00

0.2000 Tukang Batu 25,000.00 5,000.00

0.0200 Kepala Tukang 27,500.00 550.00

0.0300 Mandor 40,000.00 1,200.00

26,250.00 57,876.25 84,126.25

6.7 SNI - 03 - 2837 - 2002

140.0000 bh Batu Bata 200.00 28,000.00

0.2520 zak Semen PC 31,000.00 7,812.00

0.0275 Kapur 100,000.00 2,750.00

0.0925 Pasir Pasang 100,000.00 9,250.00

0.6500 Pekerja 30,000.00 19,500.00

0.2000 Tukang Batu 25,000.00 5,000.00

0.0200 Kepala Tukang 27,500.00 550.00

0.0300 Mandor 40,000.00 1,200.00

26,250.00 19,812.00 46,062.00

6.9 SNI - 03 - 2837 - 2002

70.0000 bh Batu Bata 200.00 14,000.00

0.4738 zak Semen PC 31,000.00 14,686.25

0.0380 Pasir Pasang 100,000.00 3,800.00

0.3200 Pekerja 30,000.00 9,600.00

0.1000 Tukang Batu 25,000.00 2,500.00

0.0100 Kepala Tukang 27,500.00 275.00

0.0150 Mandor 40,000.00 600.00

12,975.00 32,486.25 45,461.25

6.10. SNI - 03 - 2837 - 2002

70.0000 bh Batu Bata 200.00 14,000.00

0.3592 zak Semen PC 31,000.00 11,136.75

0.0400 Pasir Pasang 100,000.00 4,000.00

0.3200 Pekerja 30,000.00 9,600.00

0.1000 Tukang Batu 25,000.00 2,500.00

0.0100 Kepala Tukang 27,500.00 275.00

0.0150 Mandor 40,000.00 600.00

Pasangan Batu Bata dgn 1 PC : 2 PS per m2 Tebal 1 Bata

m3


m3


m3

Pasangan Batu Bata dgn 1 PC : 3 KP : 10 PS per m2 Tebal 1 Bata

m3

m3

Pasangan Batu Bata dgn 1 PC : 2 PS per m2 Tebal 1/2 Bata

m3


m3

document.xls

1 2 3 4 5 6

12,975.00 29,136.75 42,111.75

document.xls

1 2 3 4 5 6

6.11 SNI - 03 - 2837 - 2002

70.0000 bh Batu Bata 200.00 14,000.00

0.2875 zak Semen PC 31,000.00 8,912.50

0.0400 Pasir Pasang 100,000.00 4,000.00

0.3200 Pekerja 30,000.00 9,600.00

0.1000 Tukang Batu 25,000.00 2,500.00

0.0100 Kepala Tukang 27,500.00 275.00

0.0150 Mandor 40,000.00 600.00

12,975.00 26,912.50 39,887.50

6.12 SNI - 03 - 2837 - 2002

70.0000 bh Batu Bata 200.00 14,000.00

0.2420 zak Semen PC 31,000.00 7,502.00

0.0450 Pasir Pasang 100,000.00 4,500.00

0.3200 Pekerja 30,000.00 9,600.00

0.1000 Tukang Batu 25,000.00 2,500.00

0.0100 Kepala Tukang 27,500.00 275.00

0.0150 Mandor 40,000.00 600.00

12,975.00 26,002.00 38,977.00

6.15 SNI - 03 - 2837 - 2002

70.0000 bh Batu Bata 200.00 14,000.00

0.1125 zak Semen PC 31,000.00 3,487.50

0.0150 Kapur 100,000.00 1,500.00

0.0500 Pasir Pasang 100,000.00 5,000.00

0.3200 Pekerja 30,000.00 9,600.00

0.1000 Tukang Batu 25,000.00 2,500.00

0.0100 Kepala Tukang 27,500.00 275.00

0.0150 Mandor 40,000.00 600.00

12,975.00 23,987.50 36,962.50

Dihit 1 M2 Pasang dinding roster/terawang (12x10x20) Dihitung

(6.25.h) 50.0000 bh Roster/terawang 2,300.00 115,000.00

0.3200 zak Semen PC 31,000.00 9,920.00

0.0350 Pasir Pasang 100,000.00 3,500.00

0.3000 Pekerja 30,000.00 9,000.00

0.1000 Tukang Batu 25,000.00 2,500.00

0.0100 Kepala Tukang 27,500.00 275.00

0.0150 Mandor 40,000.00 600.00

12,375.00 128,420.00 140,795.00

Dihit 1 M2 Pasang dinding roster/terawang (12x20x20) Dihitung

(6.25.h) 25.0000 bh Roster/terawang 2,550.00 63,750.00

0.2400 zak Semen PC 31,000.00 7,440.00

0.0263 Pasir Pasang 100,000.00 2,625.00

0.2250 Pekerja 30,000.00 6,750.00

0.0750 Tukang Batu 25,000.00 1,875.00

0.0075 Kepala Tukang 27,500.00 206.25

0.0113 Mandor 40,000.00 450.00

9,281.25 73,815.00 83,096.25

6 PEKERJAAN PLESTERAN

6.2 SNI - 03 - 2837 - 2002

0.2130 zak Semen PC 31,000.00 6,603.00

0.0170 Pasir Pasang 100,000.00 1,700.00

0.2000 Pekerja 30,000.00 6,000.00

0.1500 Tukang Batu 25,000.00 3,750.00


m3

1 M2 Pasangan Batu Bata dgn 1 PC : 5 PS Tebal 1/2 Bata

m3

Pasangan Batu Bata dgn 1 PC : 3 KP : 10 PS per m2 Tebal 1/2 Bata

m3

m3

m3

m3

Plesteran tebal 15 mm dengan 1 Pc : 2 Ps per m2

m3

document.xls

1 2 3 4 5 6

0.0150 Kepala Tukang 27,500.00 412.50

0.0100 Mandor 40,000.00 400.00

10,562.50 8,303.00 18,865.50

6.3 SNI - 03 - 2837 - 2002

0.1620 zak Semen PC 31,000.00 5,022.00

0.0190 Pasir Pasang 100,000.00 1,900.00

0.2000 Pekerja 30,000.00 6,000.00

0.1500 Tukang Batu 25,000.00 3,750.00

0.0150 Kepala Tukang 27,500.00 412.50

0.0100 Mandor 40,000.00 400.00

10,562.50 6,922.00 17,484.50

6.4 SNI - 03 - 2837 - 2002

0.1300 zak Semen PC 31,000.00 4,030.00

0.0200 Pasir Pasang 100,000.00 2,000.00

0.2000 Pekerja 30,000.00 6,000.00

0.1500 Tukang Batu 25,000.00 3,750.00

0.0150 Kepala Tukang 27,500.00 412.50

0.0100 Mandor 40,000.00 400.00

10,562.50 6,030.00 16,592.50

6.5 SNI - 03 - 2837 - 2002

0.1080 zak Semen PC 31,000.00 3,348.00

0.0220 Pasir Pasang 100,000.00 2,200.00

0.2000 Pekerja 30,000.00 6,000.00

0.1500 Tukang Batu 25,000.00 3,750.00

0.0150 Kepala Tukang 27,500.00 412.50

0.0100 Mandor 40,000.00 400.00

10,562.50 5,548.00 16,110.50


m3


m3


m3

document.xls

1 2 3 4 5 6

6.6 SNI - 03 - 2837 - 2002

0.0920 zak Semen PC 31,000.00 2,852.00

0.0230 Pasir Pasang 100,000.00 2,300.00

0.2000 Pekerja 30,000.00 6,000.00

0.1500 Tukang Batu 25,000.00 3,750.00

0.0150 Kepala Tukang 27,500.00 412.50

0.0100 Mandor 40,000.00 400.00

10,562.50 5,152.00 15,714.50

6.9 SNI - 03 - 2837 - 2002

0.0460 zak Semen PC 31,000.00 1,426.00

0.0060 Kapur 100,000.00 600.00

0.0140 Pasir Pasang 100,000.00 1,400.00

0.2000 Pekerja 30,000.00 6,000.00

0.1500 Tukang Batu 25,000.00 3,750.00

0.0150 Kepala Tukang 27,500.00 412.50

0.0100 Mandor 40,000.00 400.00

10,562.50 3,426.00 13,988.50

6.13 SNI - 03 - 2837 - 2002

0.3570 zak Semen PC 31,000.00 11,067.00

0.0230 Pasir Pasang 100,000.00 2,300.00

0.2500 Pekerja 30,000.00 7,500.00

0.2000 Tukang Batu 25,000.00 5,000.00

0.0200 Kepala Tukang 27,500.00 550.00

0.0125 Mandor 40,000.00 500.00

13,550.00 13,367.00 26,917.00

6.14 SNI - 03 - 2837 - 2002

0.2700 zak Semen PC 31,000.00 8,370.00

0.0260 Pasir Pasang 100,000.00 2,600.00

0.2500 Pekerja 30,000.00 7,500.00

0.2000 Tukang Batu 25,000.00 5,000.00

0.0200 Kepala Tukang 27,500.00 550.00

0.0125 Mandor 40,000.00 500.00

13,550.00 10,970.00 24,520.00

6.15 SNI - 03 - 2837 - 2002

0.2170 zak Semen PC 31,000.00 6,727.00

0.0280 Pasir Pasang 100,000.00 2,800.00

0.2500 Pekerja 30,000.00 7,500.00

0.2000 Tukang Batu 25,000.00 5,000.00

0.0200 Kepala Tukang 27,500.00 550.00

0.0125 Mandor 40,000.00 500.00

13,550.00 9,527.00 23,077.00

6.16 SNI - 03 - 2837 - 2002

0.1823 zak Semen PC 31,000.00 5,649.75

0.0280 Pasir Pasang 100,000.00 2,800.00

0.2500 Pekerja 30,000.00 7,500.00

0.2000 Tukang Batu 25,000.00 5,000.00

0.0200 Kepala Tukang 27,500.00 550.00

0.0125 Mandor 40,000.00 500.00

13,550.00 8,449.75 21,999.75

6.17 SNI - 03 - 2837 - 2002

0.1560 zak Semen PC 31,000.00 4,836.00

0.0300 Pasir Pasang 100,000.00 3,000.00

0.2500 Pekerja 30,000.00 7,500.00

0.2000 Tukang Batu 25,000.00 5,000.00


m3

Plesteran tebal 15 mm dengan 1 Pc : 3 Kp : 10 Ps per m2

m3

m3


m3


m3


m3


m3


m3

document.xls

1 2 3 4 5 6

0.0200 Kepala Tukang 27,500.00 550.00

0.0125 Mandor 40,000.00 500.00

13,550.00 7,836.00 21,386.00

6.35 SNI - 03 - 2837 - 2002

0.1080 zak Semen PC 31,000.00 3,348.00

0.0160 Pasir Pasang 100,000.00 1,600.00

0.1500 Pekerja 30,000.00 4,500.00

0.0700 Tukang Batu 25,000.00 1,750.00

0.0070 Kepala Tukang 27,500.00 192.50

0.0080 Mandor 40,000.00 320.00

6,762.50 4,948.00 11,710.50

6.31 Plesteran skoning dengan 1 Pc : 2 Ps per m1SNI - 03 - 2837 - 2002

0.0125 zak Semen PC 31,000.00 387.50

0.0020 Pasir Pasang 100,000.00 200.00

0.0570 Pekerja 30,000.00 1,710.00

0.0238 Tukang Batu 25,000.00 595.00

0.0238 Kepala Tukang 27,500.00 654.50

0.0020 Mandor 40,000.00 80.00

3,039.50 587.50 3,627.00

6 PEKERJAAN PENUTUP LANTAI DAN DINDING

6.3 SNI - 03 - 2835 - 2002

1.0000 Tegel 20x20 cm 22,500.00 22,500.00

0.2600 zak Semen PC 31,000.00 8,060.00

0.0135 Pasir Pasang 100,000.00 1,350.00

0.2700 Pekerja 30,000.00 8,100.00

0.1300 Tukang Batu 25,000.00 3,250.00

0.0130 Kepala Tukang 27,500.00 357.50

0.0135 Mandor 40,000.00 540.00

12,247.50 31,910.00 44,157.50

6.6 SNI - 03 - 2835 - 2002

1.0000 Tegel warna 20x20 cm 22,500.00 22,500.00

0.2190 zak Semen PC 31,000.00 6,789.00

0.0230 Pasir Pasang 100,000.00 2,300.00

0.0225 zak Semen Warna 48,000.00 1,080.00

0.2700 Pekerja 30,000.00 8,100.00

0.1300 Tukang Batu 25,000.00 3,250.00

0.0130 Kepala Tukang 27,500.00 357.50

0.0135 Mandor 40,000.00 540.00

12,247.50 32,669.00 44,916.50

Plesteran siar dengan 1 Pc : 2 Ps per m2

m3

m3

Pasang lantai tegel abu-abu ukuran 20x20 cm per m2

m2

m3

Pasang lantai tegel warna ukuran 20x20 cm per m2

m2

m3

document.xls

1 2 3 4 5 6

6.34 SNI - 03 - 2835 - 2002

1.0000 Keramik 10 x 20 cm (polos) 27,500.00 27,500.00

0.2845 zak Semen PC 31,000.00 8,819.50

0.0420 Pasir Pasang 100,000.00 4,200.00

0.0375 zak Semen warna 48,000.00 1,800.00

0.6200 Pekerja 30,000.00 18,600.00

0.3500 Tukang Batu 25,000.00 8,750.00

0.0350 Kepala Tukang 27,500.00 962.50

0.0300 Mandor 40,000.00 1,200.00

29,512.50 42,319.50 71,832.00

6.34.a SNI - 03 - 2835 - 2002

1.0000 Keramik 10 x 20 cm (warna) 32,500.00 32,500.00

0.2845 zak Semen PC 31,000.00 8,819.50

0.0420 Pasir Pasang 100,000.00 4,200.00

0.0375 zak Semen warna 48,000.00 1,800.00

0.6200 Pekerja 30,000.00 18,600.00

0.3500 Tukang Batu 25,000.00 8,750.00

0.0350 Kepala Tukang 27,500.00 962.50

0.0300 Mandor 40,000.00 1,200.00

29,512.50 47,319.50 76,832.00

6.44 SNI - 03 - 2835 - 2002


0.2845 zak Semen PC 31,000.00 8,819.50

0.0420 Pasir Pasang 100,000.00 4,200.00

0.0375 zak Semen warna 48,000.00 1,800.00

0.6200 Pekerja 30,000.00 18,600.00

0.3500 Tukang Batu 25,000.00 8,750.00

0.0350 Kepala Tukang 27,500.00 962.50

0.0300 Mandor 40,000.00 1,200.00

29,512.50 42,319.50 71,832.00

6.44.a Dihitung (SNI - 03 - 2835 - 2002)


0.2845 zak Semen PC 31,000.00 8,819.50

0.0420 Pasir Pasang 100,000.00 4,200.00

0.0375 zak Semen warna 48,000.00 1,800.00

0.6200 Pekerja 30,000.00 18,600.00

0.3500 Tukang Batu 25,000.00 8,750.00

0.0350 Kepala Tukang 27,500.00 962.50

0.0300 Mandor 40,000.00 1,200.00

29,512.50 44,819.50 74,332.00

Dihitung


0.2845 zak Semen PC 31,000.00 8,819.50

0.0420 Pasir Pasang 100,000.00 4,200.00

0.0375 zak Semen warna 48,000.00 1,800.00

0.6200 Pekerja 30,000.00 18,600.00

0.3500 Tukang Batu 25,000.00 8,750.00

0.0350 Kepala Tukang 27,500.00 962.50

0.0300 Mandor 40,000.00 1,200.00

29,512.50 38,319.50 67,832.00

Pasang Lantai Keramik 10x20 cm (polos) per m2

m2

m3

Pasang Lantai Keramik 10x20 cm (warna) per m2

m2

m3


m2

m3


m2

m3

Pasang Lantai Keramik 30x30 cm (polos)per m2

m2

m3

document.xls

1 2 3 4 5 6

Dihitung


0.2845 zak Semen PC 31,000.00 8,819.50

0.0420 Pasir Pasang 100,000.00 4,200.00

0.0375 zak Semen warna 48,000.00 1,800.00

0.6200 Pekerja 30,000.00 18,600.00

0.3500 Tukang Batu 25,000.00 8,750.00

0.0350 Kepala Tukang 27,500.00 962.50

0.0300 Mandor 40,000.00 1,200.00

29,512.50 42,319.50 71,832.00

Dihitung

1.0000 Keramik 37,500.00 37,500.00

0.2845 zak Semen PC 31,000.00 8,819.50

0.0420 Pasir Pasang 100,000.00 4,200.00

0.0375 zak Semen warna 48,000.00 1,800.00

0.6200 Pekerja 30,000.00 18,600.00

0.3500 Tukang Batu 25,000.00 8,750.00

0.0350 Kepala Tukang 27,500.00 962.50

0.0300 Mandor 40,000.00 1,200.00

29,512.50 52,319.50 81,832.00

Dihitung

1.0000 Keramik 45,000.00 45,000.00

0.2845 zak Semen PC 31,000.00 8,819.50

0.0420 Pasir Pasang 100,000.00 4,200.00

0.0375 zak Semen warna 48,000.00 1,800.00

0.6200 Pekerja 30,000.00 18,600.00

0.3500 Tukang Batu 25,000.00 8,750.00

0.0350 Kepala Tukang 27,500.00 962.50

0.0300 Mandor 40,000.00 1,200.00

29,512.50 59,819.50 89,332.00

6.56 SNI - 03 - 2835 - 2002

1.0500 Parquet Jati -

0.6000 kg Leem vinyl -

0.6500 Pekerja 30,000.00 19,500.00

0.3500 Tukang Batu 25,000.00 8,750.00

0.0350 Kepala Tukang 27,500.00 962.50

0.0325 Mandor 40,000.00 1,300.00

30,512.50 - 30,512.50

6.55 SNI - 03 - 2835 - 2002

1.0500 Karpet -

0.3500 kg Leem vinyl -

0.1700 Pekerja 30,000.00 5,100.00

0.1700 Tukang Batu 25,000.00 4,250.00

0.0170 Kepala Tukang 27,500.00 467.50

0.0085 Mandor 40,000.00 340.00

10,157.50 - 10,157.50

6.68 SNI - 03 - 2835 - 2002

1.0000 Keramik 20 x 20 cm 30,000.00 30,000.00

0.2325 zak Semen PC 31,000.00 7,207.50

0.0180 Pasir Pasang 100,000.00 1,800.00

0.0375 zak Semen warna 48,000.00 1,800.00

0.6000 Pekerja 30,000.00 18,000.00

0.1000 Tukang Batu 25,000.00 2,500.00

Pasang Lantai Keramik 30x30 cm (warna)per m2

m2

m3


m2

m3


m2

m3

Pasang Lantai Parquet Jati per m2

m2

Pasang Lantai Karpetper m2

m2

Pasang Dinding Keramik 20x20 cm (warna)per m2

m2

m3

document.xls

1 2 3 4 5 6

0.0450 Kepala Tukang 27,500.00 1,237.50

0.0300 Mandor 40,000.00 1,200.00

22,937.50 40,807.50 63,745.00

6.69 SNI - 03 - 2835 - 2002

1.0000 Keramik 10 x 20 cm 32,500.00 32,500.00

0.2325 zak Semen PC 31,000.00 7,207.50

0.0180 Pasir Pasang 100,000.00 1,800.00

0.0375 zak Semen warna 48,000.00 1,800.00

0.6000 Pekerja 30,000.00 18,000.00

0.1250 Tukang Batu 25,000.00 3,125.00

0.0125 Kepala Tukang 27,500.00 343.75

0.0300 Mandor 40,000.00 1,200.00

22,668.75 43,307.50 65,976.25

6.72 SNI - 03 - 2835 - 2002

1.0500 Batu klinker 95,000.00 99,750.00

0.3110 zak Semen PC 31,000.00 9,641.00

0.0250 Pasir Pasang 100,000.00 2,500.00

0.6200 Pekerja 30,000.00 18,600.00

0.3500 Tukang Batu 25,000.00 8,750.00

0.0350 Kepala Tukang 27,500.00 962.50

0.0300 Mandor 40,000.00 1,200.00

29,512.50 111,891.00 141,403.50

6.73 SNI - 03 - 2835 - 2002

1.0500 Batu paros/palimanan 60,000.00 63,000.00

0.2938 zak Semen PC 55,000.00 16,156.25

0.0350 Pasir Pasang 100,000.00 3,500.00

0.6200 Pekerja 30,000.00 18,600.00

0.3500 Tukang Batu 25,000.00 8,750.00

0.0350 Kepala Tukang 27,500.00 962.50

0.0300 Mandor 40,000.00 1,200.00

29,512.50 82,656.25 112,168.75

6.74 SNI - 03 - 2835 - 2002

1.0500 Batu tempel hutan 40,000.00 42,000.00

0.2938 zak Semen PC 31,000.00 9,106.25

0.0350 Pasir Pasang 100,000.00 3,500.00

0.6200 Pekerja 30,000.00 18,600.00

0.3500 Tukang Batu 25,000.00 8,750.00

0.0350 Kepala Tukang 27,500.00 962.50

0.0300 Mandor 40,000.00 1,200.00

29,512.50 54,606.25 84,118.75

6 PEKERJAAN BETON

6.1 SNI - 03 - 2835 - 2002

5.4500 KG Semen PC 31,000.00 168,950.00

0.8700 Batu pecah 2/3 cm 130,000.00 113,100.00

0.5200 Pasir Beton 100,000.00 52,000.00

1.6500 oh Pekerja 30,000.00 49,500.00

0.2500 oh Tukang Batu 25,000.00 6,250.00

0.0250 oh Kepala Tukang 27,500.00 687.50

0.0800 oh Mandor 40,000.00 3,200.00

59,637.50 334,050.00 393,687.50

6.2 SNI - 03 - 2835 - 2002

4.9250 zak Semen PC 31,000.00 152,675.00

0.9400 Batu pecah 2/3 cm 130,000.00 122,200.00

0.4700 Pasir Beton 100,000.00 47,000.00

Pasang Dinding Keramik 10x20 cm (warna)per m2

m2

m3

Pasang Dinding batu Klinker 5x5x24 cm per m2

m2

m3

Pasang Dinding batu Paros/palimanan per m2

m2

m3

Pasang Dinding batu tempel hitam per m2

m2

m3

Membuat beton tumbuk dengan 1 Pc : 3 Ps : 5 Kr, per m3

m3

m3


m3

m3

document.xls

1 2 3 4 5 6

1.6500 Pekerja 30,000.00 49,500.00

0.2500 Tukang Batu 25,000.00 6,250.00

0.0250 Kepala Tukang 27,500.00 687.50

0.0800 Mandor 40,000.00 3,200.00

59,637.50 321,875.00 381,512.50

6.3 SNI - 03 - 2835 - 2002

4.3250 zak Semen PC 31,000.00 134,075.00

0.8700 Batu pecah 2/3 cm 130,000.00 113,100.00

0.5700 Pasir Beton 100,000.00 57,000.00

1.6500 Pekerja 30,000.00 49,500.00

0.2500 Tukang Batu 25,000.00 6,250.00

0.0250 Kepala Tukang 27,500.00 687.50

0.0800 Mandor 40,000.00 3,200.00

59,637.50 304,175.00 363,812.50

6.4 SNI-03-2495-1991/SK SNI S-05-1990-F

0.2500 zak Semen PC 31,000.00 7,750.00

0.4400 Batu pecah 2/3 cm 130,000.00 57,200.00

0.2600 Pasir Beton 100,000.00 26,000.00

1.1500 Pekerja 30,000.00 34,500.00

0.0200 Tukang Batu 25,000.00 500.00

0.0020 Kepala Tukang 27,500.00 55.00

0.0060 Mandor 40,000.00 240.00

35,295.00 90,950.00 126,245.00


m3

m3

Membuat lantai kerja beton tumbuk, 1Pc : 3Ps : 5 Kr per m3

m3

m3

document.xls

1 2 3 4 5 6

6.5 SNI - 03 - 3434-2002

8.4000 zak Semen PC 31,000.00 260,400.00

0.8100 Batu pecah 2/3 cm 130,000.00 105,300.00

0.5400 Pasir Beton 100,000.00 54,000.00

2.0000 Pekerja 30,000.00 60,000.00

0.3500 Tukang Batu 25,000.00 8,750.00

0.0350 Kepala Tukang 27,500.00 962.50

1.0000 Mandor 40,000.00 40,000.00

109,712.50 419,700.00 529,412.50

6.6 SNI - 03 - 3434-2002

7.2750 zak Semen PC 31,000.00 225,525.00

0.9300 Batu pecah 2/3 cm 130,000.00 120,900.00

0.4700 Pasir Beton 100,000.00 47,000.00

2.0000 Pekerja 30,000.00 60,000.00

0.3500 Tukang Batu 25,000.00 8,750.00

0.0350 Kepala Tukang 27,500.00 962.50

1.0000 Mandor 40,000.00 40,000.00

109,712.50 393,425.00 503,137.50

6.7 SNI - 03 - 3434-2002

8.8000 zak Semen PC 31,000.00 272,800.00

0.7000 Batu pecah 2/3 cm 130,000.00 91,000.00

0.5600 Pasir Beton 100,000.00 56,000.00

1.6500 Pekerja 30,000.00 49,500.00

0.2500 Tukang Batu 25,000.00 6,250.00

0.0250 Kepala Tukang 27,500.00 687.50

0.0800 Mandor 40,000.00 3,200.00

59,637.50 419,800.00 479,437.50

6.25 Pembesian dengan besi ulir, per kg SNI - 03 - 3434-2002

1.0500 kg Besi ulir 5,000.00 5,250.00

0.0150 kg Kawat besi 8,000.00 120.00

0.0070 Pekerja 30,000.00 210.00

0.0070 Tukang Besi 25,000.00 175.00

0.0007 Kepala Tukang 27,500.00 19.25

0.0003 Mandor 40,000.00 12.00

416.25 5,370.00 5,786.25

6.25 Pembesian dengan besi polos, per kg SNI - 03 - 3434-2002

1.0500 kg Besi polos 4,750.00 4,987.50

0.0150 kg Kawat besi 8,000.00 120.00

0.0070 Pekerja 30,000.00 210.00

0.0070 Tukang Besi 25,000.00 175.00

0.0007 Kepala Tukang 27,500.00 19.25

0.0003 Mandor 40,000.00 12.00

416.25 5,107.50 5,523.75

6.28

0.0400 Kayu terentang/tahun 825,000.00 33,000.00

0.3000 kg Paku 8,000.00 2,400.00

0.1000 lt Minyak oli begesting 15,000.00 1,500.00

0.3000 Pekerja 30,000.00 9,000.00

0.2600 Tukang Kayu 25,000.00 6,500.00

0.0260 Kepala Tukang 27,500.00 715.00

0.0050 Mandor 40,000.00 200.00

16,415.00 36,900.00 53,315.00

Membuat beton dengan 1 Pc : 2 Ps : 3 Kr, per m3

m3

m3

Membuat beton dengan 1 Pc : 2Ps : 4 Kr, per m3

m3

m3

Membuat beton dengan 1 Pc : 2Ps : 2,5 Kr, per m3

m3

m3

Pasang bekisting untuk pondasi, per m2

m3

document.xls

1 2 3 4 5 6

6.29 SNI - 03 - 3434-2002

0.0450 Kayu lanan terentang 825,000.00 37,125.00

0.3000 kg Paku 8,000.00 2,400.00


0.3000 Pekerja 30,000.00 9,000.00

0.2600 Tukang Kayu 25,000.00 6,500.00

0.0260 Kepala Tukang 27,500.00 715.00

0.0050 Mandor 40,000.00 200.00

16,415.00 41,025.00 57,440.00

6.30. SNI - 03 - 3434-2002


0.4000 kg Paku 8,000.00 3,200.00


0.0150 Balok kayu lanan 1,250,000.00 18,750.00

0.3500 Lbr Plywood tebal 9mm 60,000.00 21,000.00

2.0000 bt Kayu dolok DN / Dolken 8-10 cm 20,000.00 40,000.00

0.3000 Pekerja 30,000.00 9,000.00

0.3300 Tukang Kayu 25,000.00 8,250.00

0.0330 Kepala Tukang 27,500.00 907.50

0.0060 Mandor 40,000.00 240.00

18,397.50 118,950.00 137,347.50

6.31 SNI - 03 - 3434-2002


0.4000 kg Paku 8,000.00 3,200.00


0.0180 Balok kayu lanan 1,250,000.00 22,500.00



0.3200 Pekerja 30,000.00 9,600.00

0.3300 Tukang Kayu 25,000.00 8,250.00

0.0330 Kepala Tukang 27,500.00 907.50

0.0060 Mandor 40,000.00 240.00

18,997.50 122,700.00 141,697.50

6.32 SNI - 03 - 3434-2002


0.4000 kg Paku 8,000.00 3,200.00


0.0150 Balok kayu lanan 1,250,000.00 18,750.00



0.3200 Pekerja 30,000.00 9,600.00

0.3300 Tukang Kayu 25,000.00 8,250.00

0.0330 Kepala Tukang 27,500.00 907.50

0.0060 Mandor 40,000.00 240.00

18,997.50 198,950.00 217,947.50

6.33 SNI - 03 - 3434-2002


0.4000 kg Paku 8,000.00 3,200.00


0.0200 Balok kayu lanan 1,250,000.00 25,000.00



4.0000 bh Spacer/penjaga jarak

0.3200 Pekerja 30,000.00 9,600.00

0.3300 Tukang Kayu 25,000.00 8,250.00

Pasang bekisting untuk sloof, per m2

m3

Pasang bekisting untuk kolom, per m2

m3

m3

Pasang bekisting untuk balok, per m2

m3

m3

Pasang bekisting untuk lantai per m2

m3

m3

Pasang bekisting untuk dinding per m2

m3

m3

document.xls

1 2 3 4 5 6

0.0330 Kepala Tukang 27,500.00 907.50

0.0060 Mandor 40,000.00 240.00

18,997.50 136,950.00 155,947.50

6.34 SNI - 03 - 3434-2002


0.4000 kg Paku 8,000.00 3,200.00


0.0150 Balok kayu lanan 1,250,000.00 18,750.00



0.3200 Pekerja 30,000.00 9,600.00

0.3300 Tukang Kayu 25,000.00 8,250.00

0.0330 Kepala Tukang 27,500.00 907.50

0.0060 Mandor 40,000.00 240.00

18,997.50 109,950.00 128,947.50

6.35 SNI - 03 - 3434-2002

8.4500 zak Semen PC 31,000.00 261,950.00

0.6500 Batu pecah 2/3 cm 130,000.00 84,500.00

0.6500 Pasir Beton 100,000.00 65,000.00

6.0000 Pekerja 30,000.00 180,000.00

1.0000 Tukang Batu 25,000.00 25,000.00

0.1000 Kepala Tukang 27,500.00 2,750.00

0.3000 Mandor 40,000.00 12,000.00

219,750.00 411,450.00 631,200.00

6.36 SNI - 03 - 3434-2002

10.0000 zak Semen PC 31,000.00 310,000.00

0.4000 Batu pecah 2/3 cm 130,000.00 52,000.00

0.8200 Pasir Beton 100,000.00 82,000.00

6.0000 Pekerja 30,000.00 180,000.00

1.0000 Tukang Batu 25,000.00 25,000.00

0.1000 Kepala Tukang 27,500.00 2,750.00

0.3000 Mandor 40,000.00 12,000.00

219,750.00 444,000.00 663,750.00

6.37 Pasang jembatan untuk cor SNI - 03 - 3434-2002

0.0264 m3 Kayu terentang 825,000.00 21,780.00

0.6000 kg Paku kiasa 8,000.00 4,800.00

0.5000 bt Dolken kayu dia 8-10/4 20,000.00 10,000.00

0.1500 Pekerja 30,000.00 4,500.00

0.0500 Tukang Batu 25,000.00 1,250.00

0.0050 Kepala Tukang 27,500.00 137.50

0.0070 Mandor 40,000.00 280.00

6,167.50 36,580.00 42,747.50

6.38 SNI - 03 - 3434-2002

0.2000 m3 Kayu lanan terentang 825,000.00 165,000.00

1.5000 kg Paku biasa 2"-5" 8,000.00 12,000.00


150.0000 kg Besi beton polos 4,750.00 712,500.00

2.2500 kg Kawat Beton 8,000.00 18,000.00

8.0750 zak Semen PC 31,000.00 250,325.00

0.5200 m3 Batu pecah 2/3 cm 130,000.00 67,600.00

0.7800 m3 Pasir Beton 100,000.00 78,000.00

3.9000 Pekerja 30,000.00 117,000.00

0.3500 Tukang batu 25,000.00 8,750.00

1.0400 Tukang kayu 25,000.00 26,000.00

1.0500 Tukang besi 25,000.00 26,250.00

0.2450 Kepala Tukang 27,500.00 6,737.50

Pasang bekisting untuk tangga per m2

m3

m3

Membuat beton dengan mutu K 225, per m3

m3

m3

Membuat beton dengan mutu K 275, per m3

m3

m3

Membuat pondasi beton bertulang ( 150 kg besi+bekisting) per m3

document.xls

1 2 3 4 5 6

0.1650 Mandor 40,000.00 6,600.00

191,337.50 1,309,425.00 1,500,762.50

document.xls

1 2 3 4 5 6

6.39 SNI - 03 - 3434-2002


2.0000 kg Paku biasa 2"-5" 8,000.00 16,000.00



3.0000 kg Kawat Beton 8,000.00 24,000.00

8.0750 zak Semen PC 31,000.00 250,325.00

0.5200 m3 Batu pecah 2/3 cm 130,000.00 67,600.00

0.7800 m3 Pasir Beton 100,000.00 78,000.00

4.8500 Pekerja 30,000.00 145,500.00

0.3500 Tukang batu 25,000.00 8,750.00

1.5600 Tukang kayu 25,000.00 39,000.00

1.4000 Tukang besi 25,000.00 35,000.00

0.3310 Kepala Tukang 27,500.00 9,102.50

0.1700 Mandor 40,000.00 6,800.00

244,152.50 1,617,675.00 1,861,827.50

6.40. SNI - 03 - 3434-2002


4.0000 kg Paku biasa 2"-5" 8,000.00 32,000.00


300.0000 kg Besi beton polos 4,750.00 1,425,000.00

4.5000 kg Kawat Beton 8,000.00 36,000.00

8.0750 zak Semen PC 31,000.00 250,325.00

0.5200 m3 Batu pecah 2/3 cm 130,000.00 67,600.00

0.7800 m3 Pasir Beton 100,000.00 78,000.00

0.1500 m3 Kayu lanan balok 1,250,000.00 187,500.00

3.5000 lbr Plywood 9mm 60,000.00 210,000.00

20.0000 Bt Kayu dolok DN / Dolken 8-10 cm 20,000.00 400,000.00

7.3000 Pekerja 30,000.00 219,000.00

0.3500 Tukang batu 25,000.00 8,750.00

3.3000 Tukang kayu 25,000.00 82,500.00

2.1000 Tukang besi 25,000.00 52,500.00

0.5700 Kepala Tukang 27,500.00 15,675.00

0.2500 Mandor 40,000.00 10,000.00

388,425.00 3,046,425.00 3,434,850.00

6.41 SNI - 03 - 3434-2002


3.2000 kg Paku biasa 2"-5" 8,000.00 25,600.00



3.0000 kg Kawat Beton 8,000.00 24,000.00

8.0750 zak Semen PC 31,000.00 250,325.00

0.5200 m3 Batu pecah 2/3 cm 130,000.00 67,600.00

0.7800 m3 Pasir Beton 100,000.00 78,000.00


2.8000 lbr Plywood 9mm 60,000.00 168,000.00


5.8000 Pekerja 30,000.00 174,000.00

0.3500 Tukang batu 25,000.00 8,750.00

2.8000 Tukang kayu 25,000.00 70,000.00

1.0500 Tukang besi 25,000.00 26,250.00

0.4200 Kepala Tukang 27,500.00 11,550.00

0.1850 Mandor 40,000.00 7,400.00

297,950.00 2,321,525.00 2,619,475.00

Membuat sloof beton bertulang ( 200 kg besi+bekisting) per m3

Membuat kolom beton bertulang ( 300 kg besi+bekisting) per m3

Membuat balok beton bertulang ( 200 kg besi+bekisting) per m3

document.xls

1 2 3 4 5 6

6.42


3.2000 kg Paku biasa 2"-5" 8,000.00 25,600.00



2.2500 kg Kawat Beton 8,000.00 18,000.00

8.0750 zak Semen PC 31,000.00 250,325.00

0.5200 m3 Batu pecah 2/3 cm 130,000.00 67,600.00

0.7800 m3 Pasir Beton 100,000.00 78,000.00


2.8000 lbr Plywood 9mm 60,000.00 168,000.00


5.8000 Pekerja 30,000.00 174,000.00

0.3500 Tukang batu 25,000.00 8,750.00

2.8000 Tukang kayu 25,000.00 70,000.00

1.0500 Tukang besi 25,000.00 26,250.00

0.4200 Kepala Tukang 27,500.00 11,550.00

0.1850 Mandor 40,000.00 7,400.00

297,950.00 2,398,025.00 2,695,975.00

6.43


3.2000 kg Paku biasa 2"-5" 8,000.00 25,600.00



2.2500 kg Kawat Beton 8,000.00 18,000.00

8.0750 zak Semen PC 31,000.00 250,325.00

0.5200 m3 Batu pecah 2/3 cm 130,000.00 67,600.00

0.7800 m3 Pasir Beton 100,000.00 78,000.00


2.8000 lbr Plywood 9mm 60,000.00 168,000.00


5.6000 Pekerja 30,000.00 168,000.00

0.3500 Tukang batu 25,000.00 8,750.00

2.6400 Tukang kayu 25,000.00 66,000.00

1.0500 Tukang besi 25,000.00 26,250.00

0.4000 Kepala Tukang 27,500.00 11,000.00

0.1930 Mandor 40,000.00 7,720.00

287,720.00 2,222,025.00 2,509,745.00

6.44


3.0000 kg Paku biasa 2"-5" 8,000.00 24,000.00



3.0000 kg Kawat Beton 8,000.00 24,000.00

8.0750 zak Semen PC 31,000.00 250,325.00

0.5200 m3 Batu pecah 2/3 cm 130,000.00 67,600.00

0.7800 m3 Pasir Beton 100,000.00 78,000.00


2.5000 lbr Plywood 9mm 60,000.00 150,000.00


5.6000 Pekerja 30,000.00 168,000.00

0.3500 Tukang batu 25,000.00 8,750.00

2.3000 Tukang kayu 25,000.00 57,500.00

1.4000 Tukang besi 25,000.00 35,000.00

0.4050 Kepala Tukang 27,500.00 11,137.50

0.2020 Mandor 40,000.00 8,080.00

288,467.50 2,179,425.00 2,467,892.50

Membuat balok beton bertulang ( 150 kg besi+bekisting) per m3

Membuat dinding beton bertulang ( 150 kg besi+bekisting) per m3

Membuat tangga beton bertulang ( 200 kg besi+bekisting) per m3

document.xls

1 2 3 4 5 6

Membuat lantai plat beton

6.32 SNI - 03 - 3434-2002


0.4000 kg Paku 8,000.00 3,200.00


0.0150 Balok kayu lanan 1,250,000.00 18,750.00



0.3200 Pekerja 30,000.00 9,600.00

0.3300 Tukang Kayu 25,000.00 8,250.00

0.0330 Kepala Tukang 27,500.00 907.50

0.0060 Mandor 40,000.00 240.00

18,997.50 198,950.00 217,947.50

6.35 Membuat beton dengan mutu K 225, per m3 Dihitung (6.35)

8.4500 zak Semen PC 31,000.00 261,950.00

0.6500 Batu pecah 2/3 cm 130,000.00 84,500.00

0.6500 Pasir Beton 100,000.00 65,000.00

6.0000 Pekerja 30,000.00 180,000.00

1.0000 Tukang Batu 25,000.00 25,000.00

0.1000 Kepala Tukang 27,500.00 2,750.00

0.3000 Mandor 40,000.00 12,000.00

219,750.00 411,450.00 631,200.00

6.25 Pembesian dengan besi polos, per kg SNI - 03 - 3434-2002

1.0500 kg Besi polos 4,750.00 4,987.50

0.0150 kg Kawat besi 8,000.00 120.00

0.0070 Pekerja 30,000.00 210.00

0.0070 Tukang Besi 25,000.00 175.00

0.0007 Kepala Tukang 27,500.00 19.25

0.0003 Mandor 40,000.00 12.00

416.25 5,107.50 5,523.75

1 m2 Membuat lantai plat beton K.225,Tulangan 200 Kg Dihitung

6.32 8.3333 m2 Pasang bekisting untuk lantai 217,947.50 1,816,221.90

6.35 1.0000 m3 Membuat beton dengan mutu K 225 631,200.00 631,200.00

6.25 200.0000 kg Pembesian dengan besi polos 5,523.75 1,104,750.00 3,552,171.90

Pasang bekisting untuk lantai per m2

m3

m3

m3

m3

document.xls

REKAPITUPLASI

HARGA SATUAN PEKERJAAN SEKSI BANGUNAN DAN TARA RUANG

BIDANG CIPTA KARYA DPU KABUPATEN SEMARANG

TAHUN 2006

(DIBORONGKAN)

No URAIAN PEKERJAAN

UPAH HARGA JUMLAH

KERJA BAHAN

(Rp) (Rp) (Rp)

1 2 3 4 5


I.1 Pembuatan 1 bh Bak Adukan, uk. 0.40 x 0.50 x 0.20 m 7,500.00 60,840.00 68,340.00

I.2 Pagar Sementara Dari Seng Gelombang per 1 m panjang 14,100.00 363,669.00 377,769.00

I.3 Pagar Sementara dari kayu per 1 m panjang 14,100.00 293,265.00 307,365.00

I.4 Pembuatan pintu pagar sementara dari kayu per 1m2 14,100.00 727,000.00 741,100.00

I.5 Membersihkan lapangan dan peralatan 1m2 31,575.00 - 31,575.00

I.6 Pembuatan Kantor Sementara, dengan lantai plesteran per m2 124,625.00 886,250.00 1,010,875.00

I.7 Pembuatan gudang Semen dan alat-alat per m2 76,875.00 764,120.00 840,995.00

I.8 Pembuatan steger / scaffolding dari bambu per m2 ukuran (40x50x 21,375.00 29,550.00 50,925.00

I.9 Pembuatan jalan sementar per m2 21,375.00 29,550.00 50,925.00

I.10 Bongkaran dinding tembok bata merah per m3 134,247.50 - 134,247.50

I.11 Pengukuran dan pemasangan bouwplank per m' 4,912.50 38,910.00 43,822.50

II. PEKERJAAN TANAH

II.1 Galian Tanah Biasa Sedalam 1 m per m3 9,100.00 - 9,100.00



II.4 Galian Tanah Keras Sedalam 1 m per m3 14,218.75 - 14,218.75

II.5 Galian Tanah Lumpur Sedalam 1 m per m3 18,882.50 - 18,882.50

II.6 Tanah Diangkut Sejauh 150 m per m3 11,695.00 - 11,695.00

II.7 Mengurug Tanah Kembali per m3 4,368.00 - 4,368.00

II.8 Tanah Diratakan dan Dipadatkan per m3 11,375.00 - 11,375.00

II.9 Urugan tanah padas untuk badan jalan/berm per m3 11,375.00 33,600.00 44,975.00

II.10 Urugan Pasir per m3 6,275.00 78,000.00 84,275.00

III. PEKERJAAN PONDASI

III.1 Pasangan pondasi batu kosong Tebal 20 cm per 1 m3 13,455.00 127,500.00 140,955.00

III.2 Pasangan batu belah/batu kali dengan 1 PC : 2 PS per 1 m3 48,712.50 357,435.00 406,147.50

III.3 Pasangan batu belah/batu kali dengan 1 PC : 3 PS per 1 m3 48,712.50 311,525.00 360,237.50

III.4 Pasangan Batu Belah/Batu Kali dgn 1 PC : 4 PS per 1 m3 48,712.50 284,000.00 332,712.50



III.7 Pasangan Batu Belah/Batu Kali dgn 1 PC : 3 KP : 10 PS per 1 m3 48,712.50 214,160.00 262,872.50

III.8 Pasangan pondasi sumuran dia. 100 cm per 1 m3 58,125.00 412,300.00 470,425.00

III.9 Membuat Bronjong dari Kawat galvanis 3 mm diisi dgn bt belah, pe 58,754.17 170,000.00 228,754.17

III.10 Membuat Bronjong dari Kawat galvanis 4 mm diisi dgn bt belah, per 61,754.17 234,000.00 295,754.17

III.11 Membuat Bronjong dari Kawat galvanis 5 mm, diisi dgn bt belah per 65,587.50 314,000.00 379,587.50


IV.1 Pasangan Batu Bata dgn 1 PC : 2 PS per m2 Tebal 1 Bata 19,375.00 78,200.00 97,575.00



IV.4 Pasangan Batu Bata dgn 1 PC : 3 KP : 10 PS per m2 Tebal 1 Bata 19,375.00 20,526.50 39,901.50

IV.5 Pasangan Batu Bata dgn 1 PC : 2 PS per m2 Tebal 1/2 Bata 9,587.50 36,650.00 46,237.50



IV.8 Pasangan Batu Bata dgn 1 PC : 3 KP : 10 PS per m2 Tebal 1/2 Bata 9,587.50 27,850.00 37,437.50

document.xls

1 2 3 4 5

V. PEKERJAAN PLESTERAN

V.1 Plesteran tebal 15 mm dengan 1 Pc : 2 Ps per m2 8,437.50 8,601.00 17,038.50





V.5 Plesteran tebal 15 mm dengan 1 Pc : 3 Kp : 10 Ps per m2 8,437.50 3,542.00 11,979.50





V.11 Plesteran beton 15 mm dengan 1 Pc : 2 Ps per m2 11,107.50 9,330.00 20,437.50

V.12 Plesteran beton 15 mm dengan 1 Pc : 3 Ps per m2 11,107.50 7,861.00 18,968.50

V.13 Plesteran siar dengan 1 Pc : 2 Ps per m2 5,162.50 5,136.00 10,298.50

V.14 Plesteran skoning dengan 1 Pc : 2 Ps per m2 2,444.50 610.00 3,054.50

VI. PEKERJAAN PENUTUP LANTAI DAN DINDING

VI.1 Pasang lantai tegel abu-abu ukuran 20x20 cm per m2 9,378.75 32,237.50 41,616.25

VI.2 Pasang lantai tegel warna ukuran 20x20 cm per m2 9,378.75 33,003.00 42,381.75

IV.3 Pasang Lantai Keramik 10x20 cm (polos) per m2 27,362.50 42,814.00 70,176.50

IV.4 Pasang Lantai Keramik 10x20 cm (warna) per m2 27,362.50 47,814.00 75,176.50

VI.5 Pasang Lantai Keramik 20x20 cm (polos) per m2 22,937.50 42,814.00 65,751.50

VI.6 Pasang Lantai Keramik 20x20 cm (warna) per m2 22,937.50 45,314.00 68,251.50

VI.7 Pasang Lantai Keramik 30x30 cm (polos)per m2 22,937.50 38,814.00 61,751.50

VI.8 Pasang Lantai Keramik 30x30 cm (warna)per m2 22,937.50 42,814.00 65,751.50

5 PEKERJAAN BETON




6.4 Membuat lantai kerja beton tumbuk, 1Pc : 3Ps : 5 Kr per m3 23,720.00 100,800.00 124,520.00

6.13 Membuat beton dengan 1 Pc : 2 Ps : 3 Kr, per m3 77,212.50 447,000.00 524,212.50

6.14 Membuat beton dengan 1 Pc : 2Ps : 4 Kr, per m3 77,212.50 419,400.00 496,612.50

6.6 Membuat beton dengan 1 Pc : 2Ps : 2,5 Kr, per m3 42,137.50 446,800.00 488,937.50

6.25 Pembesian dengan besi ulir, per kg 342.50 5,895.00 6,237.50

6.25 Pembesian dengan besi polos, per kg 342.50 5,370.00 5,712.50

6.28 Pasang bekisting untuk pondasi, per m2 13,352.50 52,400.00 65,752.50

6.29 Pasang bekisting untuk sloof, per m2 13,352.50 60,150.00 73,502.50

6.30. Pasang bekisting untuk kolom, per m2 15,322.50 140,900.00 156,222.50

6.31 Pasang bekisting untuk balok, per m2 15,722.50 147,650.00 163,372.50

6.38 Membuat pondasi beton bertulang ( 150 kg besi+bekisting) per m3 150,275.00 1,460,800.00 1,611,075.00

6.39 Membuat sloof beton bertulang ( 200 kg besi+bekisting) per m3 193,527.50 1,811,300.00 2,004,827.50

6.40. Membuat kolom beton bertulang ( 300 kg besi+bekisting) per m3 312,300.00 4,659,800.00 4,972,100.00




181,500.00 532,000.00 713,500.00

III.7 1 m3 Beton bertulang dengan 1 : 2 : 3 Tulangan 100 kg 1,243,425.00 1,808,962.50 3,052,387.50

1 m3 Beton bertulang dengan 1 : 2 : 3 Tulangan 125 Kg 1,243,425.00 1,951,775.00 3,195,200.00



1 m3 Beton Bertulang dengan 1:2:3 Tulangan 200 Kg 1,243,425.00 2,380,212.50 3,623,637.50

1m3 Beton Bertulang dengan 1:2:3 Tul;angan 225 Kg 1,243,425.00 2,523,025.00 3,766,450.00

1m3 Beton Bertulang dengan 1:2:3 Tulangan 250 Kg 1,243,425.00 2,665,837.50 3,909,262.50

6.39 193,527.50 1,561,300.00 1,754,827.50

6.40.a 184,777.50 3,891,800.00 4,076,577.50


6.38.a Beton bertulang sloof ukuran 15cmx20cm dengan besi 150 kg 2,316.38 13,410.00 15,726.38

6.29.a 400.58 1,804.50 2,205.08

Pekerjaan cetakan untuk 1 m3 beton

Membuat sloof beton bertulang ( 150 kg besi+bekisting) per m3

Membuat kolom beton bertulang ( 150 kg besi+bekisting) per m3

Pasang begesting untuk sloof, per m2

document.xls

1 2 3 4 5

6 PEKERJAAN KAYU

6.27 Kuda-kuda Kayu Jati per m3 418,500.00 10,588,800.00 11,007,300.00

6.28 Kuda-kuda Kayu Kamper per m3 418,500.00 4,153,800.00 4,572,300.00

6.30. Kuda-kuda Kayu Kruing per m3 418,500.00 3,108,800.00 3,527,300.00

6.29 Kuda-kuda Kayu Bengkirai per m3 418,500.00 3,603,800.00 4,022,300.00

VIII.5 Kuda-kuda Kayu Jati Bentang 6-9 m per m3 418,500.00 10,588,800.00 11,007,300.00

VIII.6 Kuda-kuda Kayu Kamper Bentang 6-9 m per m3 418,500.00 4,153,800.00 4,572,300.00

VIII.7 Kuda-kuda Kayu Kruing Bentang 6-9 m per m3 418,500.00 3,108,800.00 3,527,300.00

VIII.8 Kuda-kuda Kayu Bengkirai Bentang 6-9 m per m3 418,500.00 3,603,800.00 4,022,300.00

VIII.9 Pasang Gording Kayu Jati per m3 245,550.00 10,577,600.00 10,823,150.00

VIII.10 Pasang Gording Kayu Kamper per m3 202,417.50 4,142,600.00 4,345,017.50

VIII.11 Pasang Gording Kayu Kruing per m3 202,417.50 3,097,600.00 3,300,017.50

VIII.12 Pasang Gording Kayu Bengkirai per m3 202,417.50 3,592,600.00 3,795,017.50

VIII.13 Rangka Atap Kayu Jati untuk Seng per m2 5,981.25 106,400.00 112,381.25

VIII.14 Rangka Atap Kayu Kamper untuk Seng per m2 5,981.25 42,050.00 48,031.25

VIII.15 Rangka Atap Kayu Kruing untuk Seng per m2 5,981.25 31,600.00 37,581.25

VIII.16 Rangka Atap Kayu Bengkirai untuk Seng per m2 5,981.25 36,550.00 42,531.25

VIII.18 Pek. Kaso 5/7 dan Reng 3/4 Kayu Kamper per m2 (vlam/kodok/plent 4,912.50 47,000.00 51,912.50

VIII.19 Pek. Kaso 5/7& Reng 3/4 per m2 Kayu Kamper (Genteng Beton) 4,912.50 53,700.00 58,612.50

6.31 Pek. Kaso 5/7 dan Reng 2/3 Kayu Kruing per m2(kodok/vlam/plenton 4,912.50 34,200.00 39,112.50

6.35 Pek. Kaso 5/7 dan Reng 3/4 Kayu Kruing per m2 (genteng beton) 4,912.50 40,400.00 45,312.50

6.31.A Pek. Kaso 5/7 dan Reng 2/3 Kayu Bengkirai per m2 (plentong/kodok 4,912.50 40,200.00 45,112.50

6.35.A Pek. Kaso 5/7 dan Reng 3/4 Kayu Bengkirai per m2 4,912.50 46,700.00 51,612.50

6.1 Pek. Kusen-kusen Pintu/Jendela dari Kayu Jati per m3 683,250.00 10,560,000.00 11,243,250.00

6.2 Pek. Kusen-kusen Pintu/Jendela dari Kayu Bengkirai per m3 633,250.00 3,900,000.00 4,533,250.00

6.12 Pekerjaan Daun Pintu/Jendela Jalusi dari Kayu Jati per m2 111,500.00 614,400.00 725,900.00

6.13 Pekerjaan Daun Pintu/Jendela Jalusi dari Kayu Bengkirai per m2 111,500.00 224,000.00 335,500.00

6.19 Pek.Daun Pintu/Jendela Plywood (Triplex)Rangkap Rangka Kayu Jati 68,325.00 220,560.00 288,885.00

6.2 Pek. Daun Pintu/Jendela Plywood Rangkap Rangka Kayu Kamper pe 68,325.00 105,900.00 174,225.00

6.7 Pek. Daun Pintu/Jendela Kaca Rangka Kayu Jati per m2 72,600.00 336,000.00 408,600.00

6.10. Pek. Daun Pintu/Jendela Kaca Rangka Kayu Bengkirai per m2 72,600.00 122,500.00 195,100.00

6.10.A Pek. Daun Pintu Panil triplek 9 mm Rangka Kayu Bengkirai per m2 72,600.00 143,510.00 216,110.00

6.7 Pekerjaan Daun Pintu/Jendela Panil Bahan Kayu Jati per m2 111,500.00 614,400.00 725,900.00

6.13 Pekerjaan Daun Pintu/Jendela Panil Bahan Kayu Bengkirai per m2 111,500.00 224,000.00 335,500.00

X PEKERJAAN KUNCI DAN KACAX . 1 Pekerjaan Pasang kunci tanam 1 Bh 13,112.50 75,000.00 88,112.50

X . 2 1 Bh Pasang engsel pintu 4,483.13 10,000.00 14,483.13

X . 3 1 Bh Pasang engsel jendela 2,988.75 8,000.00 10,988.75

X . 4 1 Bh Pasang kait angin 2,988.75 8,000.00 10,988.75

X . 5 1 Bh Pasang rel pintu dorong 17,932.50 250,000.00 267,932.50 X . 6 1 M² Pasang kaca 5 mm 4,483.13 55,000.00 59,483.13

VIII.36 Pek. Rangka Langit-langit Grid 50 cm x 100 cm Bahan Kayu Kamper 14,215.00 102,690.00 116,905.00

VIII.37 Pek.rangka langit-langit grid 50 cm x 100 cm bahan Kayu kruing pe 14,215.00 75,690.00 89,905.00

6.40. Pek. Pasang eternit dan rangka langit-langit (1.00x100) bahan kayu 12,000.00 33,800.00 45,800.00

6.3. Pek. Pasang eternit langit-langit (1.00x100) TEBAL 4 MM 2,583.75 4,480.00 7,063.75

VIII.39 Pekerjaan Plafon hanger kayu kruing per m3 523,125.00 3,080,000.00 3,603,125.00

6.48 Pekerjaan listplank 3 cm x 20 cm bahan kayu bengkirai per m1 7,687.50 25,600.00 33,287.50

6.50. Pekerjaan listplank 3 cm x 30 cm bahan kayu bengkirai per m1 8,442.50 38,900.00 47,342.50

6.59 Pekerjaan dinding pemisah rangkap triplek 4 mm,rangka kayu kruin 20,925.00 107,550.00 128,475.00

VIII.42 Pekerjaan listplank 3 cm x 30 cm bahan kayu kamper per m 10,975.00 38,900.00 49,875.00

VIII.43 Pekerjaan dinding pemisah teakwood rangkap rangka kayu kamper 20,925.00 151,050.00 171,975.00

VIII.44 Pekerjaan dinding pemisah teakwood rangkap rangka kayu kruing 20,925.00 133,000.00 153,925.00

IX PEKERJAAN PENUTUP ATAP

6.1 Menutup atap dgn genteng flam/plenthong kebumen per m2 2,315.00 21,250.00 23,565.00

6.30. Menutup atap dengan genteng beton per m2 7,050.00 24,750.00 31,800.00

6.41 Menutup bubungan pada genteng flam/plenthong kebumen, per m' 13,605.00 19,760.00 33,365.00

6.34 Menutup bubungan pada genteng beton, per m' 13,605.00 26,565.00 40,170.00



IX.7 Menutup atap seng gelombang 180cm x 90 cm per m2 6,830.00 34,100.00 34,100.00

IX.8 Menutup bubungan dengan seng gelombang per m' 5,135.00 163,820.00 168,955.00

IX.9 Menutup bubungan pada atap asbes gelombang (nok stel) 105 cml 5,272.50 55,000.00 60,272.50

IX.10 Menutup bubungan pada atap asbes gelombang (nok stel) 108 per 5,272.50 111,250.00 116,522.50

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1 2 3 4 5

6 PEKERJAAN TALANG 28,185.00 26,600.00 54,785.00

6.19 Memasang talang miring atap lebar 90 cm per m1 (untuk jurai) 11,521.88 48,870.00 60,391.88

6.18 Pekerjaan Pasang Talang Datar 13,721.88 25,370.00 39,091.88

6.2 Memasang talang 1/2 lingkaran D-10 cm per m1 9,971.88 42,550.00 52,521.88

XI PEKERJAAN CAT / PLITUR

6.6 Mendempul dan menggosok kayu per m2 1,978.75 1,300.00 3,278.75

6.7 Pengecatan bidang kayu lama per m2 3,550.00 12,490.00 16,040.00

6.9 Pengecatan bidang kayu baru (1 lapis plamir, 1 lapis cat dasar, 2 l 1,858.75 17,280.00 19,138.75

6.14 Pengecatan tembok baru (1 lapis plamir, 1 lapis cat dasar, 2 lapis c 2,217.00 4,630.00 6,847.00

6.15 Pengecatan tembok lama (1 lapis cat dasar, 2 lapis cat penutup) p 1,794.25 3,150.00 4,944.25

6.13 Pelaburan bidang kayu dengan plitur per m2 2,008.75 5,385.00 7,393.75

XII. PEKERJAAN LAIN-LAIN 1,523.25 9,600.00 11,123.25



XII.4 Memasang pipa galvanis (GI.SNI) dia. 1" per m' 4,320.00 36,300.00 40,620.00

XII.5 Memasang pipa galvanis (GI.SNI) dia. 1,5 " per m' 8,640.00 53,820.00 62,460.00




XII.9 Memasang pipa PVC tipe AW dia. 1/2" per m' 2,434.50 7,260.00 9,694.50

XII.10 Memasang pipa PVC tipe AW dia. 3/4" per m' 2,434.50 8,820.00 11,254.50

XII.11 Memasang pipa PVC tipe AW dia. 1" per m' 2,434.50 12,600.00 15,034.50

XII.12 Memasang pipa PVC tipe AW dia. 1 1/2" per m' 2,434.50 22,380.00 24,814.50




XII.16 Upah meletakkan Kansteeen tiap 100 Kg 13,462.50 - 13,462.50

XII.17 Perekat 1 Pc : 3 Ps per m3 - 473,400.00 473,400.00









XII.26 Kansteen 15/20x30x50 cm (STD) per m' 9,632.33 42,000.00 51,632.33

XII.27 Kansteen 15/20x30x50 cm (SIRIP) per m' 9,766.95 44,000.00 53,766.95

XII.28 Paving 5 cm-200 kg/m² (Holand) per m2 (untuk trotoar) 10,575.00 38,000.00 48,575.00

















XIII. PEKERJAAN PERKERASAN JALAN

XIII.1 Pasir dibawah perkerasan jalan per m3 8,022.50 78,000.00 86,022.50

XIII.2 Biaya Menggilas 4,925,000.00 3,868,750.00 8,793,750.00

XIII.3 Pasang Batu Onderlaag per m2 169,195.00 23,250.00 192,445.00

XIII.4 Amparan Batu Pecah 4/6, per 1m2 152,448.13 20,800.00 173,248.13

XIII.5 Lapis Permukaan (2/3 + 2/1) + Lapis Chip, per 1 m2 4,607.25 20,980.00 25,587.25

XIII.6 Mengaspal dengan pasir, per m2 1,239.75 10,460.00 11,699.75

XIII.7 Mengaspal dengan Shand Sheet per 1m2 2,125.88 11,480.00 13,605.88

XIII.8 Mengaspal dengan Shand Sheet tebal 3 cm per m2 214,175.00 285,000.00 499,175.00

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