no
jenis pekerjaan
jumlah harga
PEKERJAAN STRUKTUR PEKERJAAN ARSITEKTUR PEKERJAAN MEKANIKAL PEKERJAAN ELEKTRIKAL
Rp Rp Rp
#REF! 9,113,845,030.03 4,327,617,676.00 2,215,561,300.00
jumlah pekerjaan ppn 10% total dibulatkan
#REF! #REF! #REF!
#REF!
terbilang : #REF!
Yogyakarta, 2015 Dibuat : TIM PERENCANA
PEKERJAAN STRUKTUR no I. II. a. b. c. d. e. f.
jenis pekerjaan Pekerjaan Persiapan Pekerjaan Lantai B Pekerjaan Tanah Pekerjaan Fondasi Pekerjaan Sloof -3.20 Pekerjaan Kolom -3.20 s/d -0.07 Pekerjaan Plat -3.20 Pekerjaan Tangga -3.20 s/d -0.07
a. b. c. d.
Pekerjaan Lantai 1 Kolom -0.07 s/d +3.63 Pekerjaan Balok -0.07 Pekerjaan Plat -0.07 Pekerjaan Tangga -0.07 s/d +3.63
a. b. c. d.
Pekerjaan Lantai 2 Kolom +3.63 s/d +7.33 Pekerjaan Balok +3.63 Pekerjaan Plat +3.63 Pekerjaan Tangga +3.63 s/d +7.33
III.
IV.
V.
VI.
Pekerjaan Lantai 3 a. Kolom +7.33 s/d +11.20 b. Pekerjaan Balok +7.33 c. Pekerjaan Plat +7.33 Pekerjaan Atap a. Pekerjaan Balok +11.20 b. Pekerjaan Plat +11.20
harga satuan 135,452,754.00
jumlah harga 135,452,754.00 #REF!
556,621,834.42 308,884,764.21 271,471,583.35 187,941,769.98 457,639,303.78 #REF! #REF! 228,089,634.87 623,409,337.12 613,995,018.57 #REF! #REF! 228,089,634.87 623,409,337.12 613,995,018.57 #REF! 1,449,005,010.57 211,600,654.89 623,409,337.12 613,995,018.57 820,554,695.11 449,068,893.45 371,485,801.66
JUMLAH PEKERJAAN STRUKTUR
#REF!
3,745.13 #REF!
PEKERJAAN ARSITEKTUR no I.
jenis pekerjaan
harga satuan
a. b. c. d. e. f. g. h. i. j.
LANTAI 01 Pekerjaan Tanah Pekerjaan Beton Praktis LT.1 Pekerjaan Pasangan LT.1 Pekerjaan Penutup Lantai LT.1 Pekerjaan Plafon LT.1 Pekerjaan Lavatory LT.1 Pekerjaan Tangga LT.1 Pekerjaan Pintu, Jendela dan Boven + Asesoris Pengunci LT.1 Pekerjaan Partisi LT.1 Pekerjaan Finishing LT.1
5,818,933.28 130,100,616.89 453,165,704.76 355,433,361.24 148,813,371.62 238,257,150.88 49,682,446.80 505,507,439.70 114,861,354.98 135,340,541.47
a. b. c. d. e. f. g. h. i.
LANTAI 02 Pekerjaan Beton Praktis LT.2 Pekerjaan Pasangan LT.2 Pekerjaan Penutup Lantai LT.2 Pekerjaan Plafon LT.2 Pekerjaan Lavatory LT.2 Pekerjaan Tangga LT.2 Pekerjaan Pintu, Jendela dan Boven + Asesoris Pengunci LT.2 Pekerjaan Partisi LT.2 Pekerjaan Finishing LT.2
123,351,042.74 450,883,587.24 298,642,371.28 143,427,052.12 238,257,150.88 49,682,446.80 627,343,041.70 84,752,067.75 136,417,242.11
III. a. b. c. d. e. f. g. h. i.
LANTAI 03 Pekerjaan Beton Praktis LT.3 Pekerjaan Pasangan LT.3 Pekerjaan Penutup Lantai LT.3 Pekerjaan Plafon LT.3 Pekerjaan Lavatory LT.3 Pekerjaan Tangga LT.3 Pekerjaan Pintu, Jendela dan Boven + Asesoris Pengunci LT.3 Pekerjaan Partisi LT.3 Pekerjaan Finishing LT.3
122,551,319.88 450,950,422.28 298,642,371.28 143,427,052.12 238,257,150.88 49,682,446.80 554,193,371.56 84,752,067.75 136,376,222.36
IV. a. b. c. d.
LANTAI 04 Pekerjaan Beton Praktis LT.4 Pekerjaan Pasangan LT.4 Pekerjaan Penutup Lantai LT.4 Pekerjaan Plafon LT.4
126,242,452.74 466,948,632.50 298,642,371.28 144,109,795.84
II.
e. f. g. h.
Pekerjaan Lavatory LT.4 Pekerjaan Pintu, Jendela dan Boven + Asesoris Pengunci LT.4 Pekerjaan Partisi LT.4 Pekerjaan Finishing LT.4
238,257,150.88 535,401,594.83 84,752,067.75 137,350,669.95
a. b. c. d. e. f.
ATAP Pekerjaan Beton Praktis Pekerjaan Pasangan Pekerjaan Plafon Pekerjaan Pintu, Jendela dan Boven + Asesoris Pengunci Pekerjaan Finishing Pekerjaan Penutup Atap
18,214,296.24 123,373,648.02 10,993,057.58 2,711,801.89 159,545,887.23 398,732,254.14
V.
Jumlah Pekerjaan Arsitektur
jumlah harga 2,136,980,921.63
2,152,756,002.62
2,078,832,424.91
2,031,704,735.77
713,570,945.11
9,113,845,030.03
REKAPITULASI RENCANA ANGGARAN BIAYA SUB BIDANG PEKERJAAN LOKASI
NO
URAIAN PEKERJAAN
SAT
VOL
2
3
4
1
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
MEKANIKAL I
PENYEDIAAN, SUPLAI & INSTALASI PIPA AIR BERSIH
762,785,570.00
SISTEM SUPLAI & INSTALASI AIR PANAS
553,137,680.00
II
SISTEM PEMIPAAN AIR BEKAS KOTOR & PENGOLAHAN LIMBAH
544,335,860.00
III
SISTEM DRAINASI BANGUNAN & INSTALASI AIR HUJAN
219,952,300.00
IV
SISTEM TATA UDARA & VENTILASI
548,143,680.00
V
SISTEM PENANGGULANGAN KEBAKARAN (HYDRANT)
VI
PASSANGER ELEVATOR
237,342,586.00 1,461,920,000.00
TOTAL MEKANIKAL
4,327,617,676.00
ELEKTRIKAL VII
PENYEDIAAN JARINGAN & DISTRIBUSI LISTRIK
- SUPLAI JARINGAN LISTRIK TEGANGAN RENDAH
330,465,000.00
- PANEL TEGANGAN RENDAH & KABEL TOEVOER
429,062,310.00
VIII INSTALASI PENERANGAN & KOTAK KONTAK
501,310,030.00
IX
SISTEM TELEPON / VOICE COMMUNICATION
171,668,680.00
X
SISTEM KOMUNIKASI DATA / LOCAL AREA NETWORK (LAN)
XI
SISTEM DETEKSI KEBAKARAN (FIRE ALARM)
184,599,160.00
37,536,300.00
XII
INSTALASI KABEL TRAY
142,670,800.00
XIII SISTEM PENYALUR PETIR
53,856,000.00
XIV SISTEM CCTV (CLOSED CIRCUIT TELEVISION) XV
113,205,900.00
SISTEM MATV (MASTER ANTENNA TELEVISION)
47,562,300.00
XVI SISTEM TATA SUARA
203,624,820.00
TOTAL ELEKTRIKAL
2,215,561,300.00
GRAND TOTAL
6,543,178,976.00
Daftar upah no jenis upah 1 Pekerja 2 Mandor 3 Tukang kayu 4 Kepala tukang 5 Tukang batu 6 tukang besi 7 Tukang cat 8 tukang besi konstruksi 9 Tukang besi profil 10 Sewa alat las 11 Sewa alat merakit baja
satuan oh oh oh oh oh oh oh oh oh jm jm
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
harga 60,000.00 84,000.00 70,800.00 78,000.00 72,000.00 72,000.00 72,000.00 78,000.00 78,000.00 60,000.00 420,000.00
Daftar bahan no jenis bahan 1 Kayu balok 5/7 2 Paku 2”-3” 3 Kayu papan 3/20 4 Besi strip 5 Semen portland 6 Pasir pasang 7 Pasir beton 8 spliet 2-3 cm 9 Dolken kayu diameter 8-10/400 cm 10 kayu 11 Bata merah 12 Seng plat 13 Jendela naco 14 Kaca polos 15 Kunci tanam 16 Plywood 4mm 17 batu belah 18 kerikil 19 air 20 Besi beton 21 Kawat beton 22 Kayu kelas III 23 Minyak bekisting 24 Balok kayu kelas II 25 Plywood tebal 9 mm 26 Penjaga jarak bekisting/spacer 27 Kawat las listrik 28 Solar 29 Minyak pelumas 30 Besi Baja IWF 31 Anti rayap 32 bata ringan 33 semen instan perekat 34 semen instan plesteran 35 semen instan acian 36 Semen warna 37 Gypsum board 38 Profil Allumunium hollow 39 Kawat dia 4 mm
satuan m3 kg m3 kg kg m3 m3 m3 btg m3 bh lbr bh m2 bh lbr m3 m3 ltr kg kg m3 ltr m3 lbr bh kg ltr ltr kg ltr bh zak zak zak kg lbr m1 kg
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
harga 4,620,000.00 26,400.00 1,380,000.00 15,000.00 1,740.00 145,200.00 145,200.00 282,000.00 21,000.00 4,620,000.00 960.00 45,000.00 90,000.00 102,000.00 90,000.00 107,400.00 148,800.00 282,000.00 60.00 10,200.00 16,800.00 2,622,000.00 6,600.00 2,700,000.00 144,000.00 33,600.00 36,000.00 7,800.00 6,600.00 12,000.00 66,000.00 9,600.00 180,000.00 72,000.00 190,200.00 7,200.00 66,000.00 14,400.00 10,800.00
40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 85 86 87 88 89 90 91 92 93 94 95
Ramset kalsiboard compound List profil gypsum homogenous tile 60 x 60 polished homogenous tile exterior 600x600 homogenous tile 60 x 60 unpolished keramik interior 40 x 40 keramik border interior 40 x 40 batu alam andesite 5 x 20 cm stepnose keramik tile 10 x 20 stepnose homogenous tile 10 x 60 stepnose keramik tile 10 x 40 akustik gypsump 60 x 60 cm tebal 12 mm Wastafel meja Bak cuci stenlis stell Water drain + asesories kran dapur Plamir Cat interior Cat exterior water proofing Papan kayu jati kelas I Lem kayu lever handle lockcase double cylinder karet silent kosen allumunium 4"x1¾"x1,5mm melamin kaca bening 5 mm kaca es 5 mm kaca bening 8 mm door closer parepet kayu jati sandblas kaca bening 12 mm clear temperd glass 10 mm pull handle stainless Floor hinge Top Patch Bottom patch Corner Lock ram jendela allumunium ram pintu allumunium casement stay rambuncis Rangka vertikal curtain wall Rangka horizontal curtain wall Seng gelombang meni besi atap sandwich panel Paku hak panj 15cm roofdrain pipa PVC 3" cat besi
bh lmbr kg m1 m2 m2 m2 m2 m2 m2 bh bh bh m2 Unit bh set unit kg kg kg kg m3 kg unit unit unit m1 m1 m1 m2 m2 m2 m2 unit m1 m2 m2 m2 unit unit unit unit unit m1 m1 bh bh m1 m1 lbr ltr m2 kg unit m1 kg
Rp 8,400.00 Rp 78,000.00 Rp 6,000.00 Rp 18,000.00 Rp 384,000.00 Rp 384,000.00 Rp 384,000.00 Rp 114,000.00 Rp 114,000.00 Rp 210,000.00 Rp 37,200.00 Rp 46,000.00 Rp 42,000.00 Rp 300,000.00 Rp 765,600.00 Rp 420,000.00 Rp 210,000.00 Rp 504,000.00 Rp 33,420.00 Rp 63,768.00 Rp 102,000.00 Rp 102,000.00 Rp 25,800,000.00 Rp 45,000.00 Rp 516,000.00 Rp 132,000.00 Rp 90,000.00 Rp 2,160.00 Rp 4,200.00 Rp 186,000.00 Rp 150,000.00 Rp 114,000.00 Rp 132,000.00 Rp 300,000.00 Rp 780,000.00 Rp 3,600.00 Rp 120,000.00 Rp 480,000.00 Rp 420,000.00 Rp 900,000.00 Rp 2,100,000.00 Rp 153,600.00 Rp 594,000.00 Rp 492,000.00 Rp 150,000.00 Rp 186,000.00 Rp 114,000.00 Rp 42,000.00 Rp 150,000.00 Rp 150,000.00 Rp 90,000.00 Rp 21,600.00 Rp 1,492,200.00 Rp 21,600.00 Rp 198,000.00 Rp 54,000.00 Rp 90,000.00
96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152
buis beton Ø800 Kosen besi ram besi grill besi balok kayu jati ex.PERHUTANI paku 10 cm douuble teakwood finish lapis sungkai AUTOMATIC DOOR 2 x 100 Kg, Double door kran wastafel stop kran flesibel rangka hollow metal stud 40 x 80 x 2 mm paku skrup plint alumunium 10 cm wire mesh M7 keramik 30 x 60 lis keramik 10 x 30 Urinoir sekat Urinoir kloset duduk shower spray Sealtape floordrain soap holder papper holder kaca cermin kran dinding homogenous tile polish 60x60 homogenous tile 40x40 keramik 30x30 keramik dinding 30x60 lis keramik dinding galvalum Main truss C-75-75 Roof Bottom/Reng R 33-0.45 Self drilling screw dia 6 x 20 mm (truss Screw) Self drilling screw dia 4 x 16 mm (Roof Bottom Screw) Dynabol dia 12 x 120 mm genteng keramik nok genteng keramik Paku biasa ½”-1” lisplang GRC Profil Allumunium cross tie main tie Gypsum akustik GRC cetak alumunium tali air bata expose kosen frame shape plat baja 1,2 mm kaca bening 6 mm jalusi engsel skrup & fisher hollow 80 x 40 x 2mm flush bolts kisi-kisi alumunium stepnoise
m1 m1 m1 m2 m3 kg m2 unit unit bh bh m1 kg m1 m2 m2 bh unit unit Unit unit bh unit unit unit m2 bh m2 m2 m2 m2 bh m2 m1 m1 bh bh bh bh bh kg m1 m1 lmbr m2 m1 bh m1 m2 m2 m2 bh bh m1 bh m1 bh
Rp 126,000.00 Rp 180,000.00 Rp 198,000.00 Rp 900,000.00 Rp 21,600,000.00 Rp 19,200.00 Rp 270,000.00 Rp 37,740,000.00 Rp 210,000.00 Rp 90,000.00 Rp 102,000.00 Rp 19,200.00 Rp 42,000.00 Rp 84,000.00 Rp 52,910.05 Rp 135,600.00 Rp 18,000.00 Rp 3,000,000.00 Rp 1,488,000.00 Rp 3,108,000.00 Rp 288,000.00 Rp 6,600.00 Rp 510,000.00 Rp 120,000.00 Rp 188,400.00 Rp 742,800.00 Rp 306,000.00 Rp 420,000.00 Rp 300,000.00 Rp 180,000.00 Rp 210,000.00 Rp 18,000.00 Rp 72,000.00 Rp 19,800.00 Rp 12,600.00 Rp 660.00 Rp 600.00 Rp 3,000.00 Rp 12,600.00 Rp 18,000.00 Rp 17,940.00 Rp 78,000.00 Rp 18,000.00 Rp 360,000.00 Rp 720,000.00 Rp 12,000.00 Rp 3,600.00 Rp 180,000.00 Rp 1,131,840.00 Rp 126,000.00 Rp 900,000.00 Rp 66,000.00 Rp 3,000.00 Rp 20,400.00 Rp 114,000.00 Rp 150,000.00 Rp 42,000.00
153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170
rell allumunium pintu geser batu andesit 20x40 Cat coating natural hollow galvanis 150x100x6 plat bordes 3 mm alumunium lauver sun shade 6" Waterproofing Integral rell pintu lipat glasswool profil alumunium MDF 6mm kaca tempered grey reflection tebal 8mm rangka alumunium vertikal rangka alumunium horisontal glass block roster beton hollow 40 X 40 X 2 mm hollow 40 X 80 X 2 mm
m1 m2 ltr m1 m2 m1 m3 m1 m2 m1 m2 m2 m1 m1 bh bh m1 m1
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
540,000.00 140,400.00 96,000.00 260,400.00 840,000.00 168,000.00 112,200.00 540,000.00 37,766.67 18,000.00 44,342.92 540,000.00 180,000.00 180,000.00 24,000.00 9,000.00 22,714.00 45,428.00
Daftar upah no jenis upah 1 Pekerja 2 Mandor 3 Tukang kayu 4 Kepala tukang 5 Tukang batu 6 tukang besi 7 Tukang cat 8 tukang besi konstruksi 9 Tukang besi profil 10 Sewa alat las 11 Sewa alat merakit baja
satuan oh oh oh oh oh oh oh oh oh jm jm
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
harga 60,000.00 84,000.00 70,800.00 78,000.00 72,000.00 72,000.00 72,000.00 78,000.00 78,000.00 60,000.00 420,000.00
Daftar bahan no jenis bahan 1 Kayu balok 5/7 2 Paku 2”-3” 3 Kayu papan 3/20 4 Besi strip 5 Semen portland 6 Pasir pasang 7 Pasir beton 8 spliet 2-3 cm 9 Dolken kayu diameter 8-10/400 cm 10 kayu 11 Bata merah 12 Seng plat 13 Jendela naco 14 Kaca polos 15 Kunci tanam 16 Plywood 4mm 17 batu belah 18 kerikil 19 air 20 Besi beton 21 Kawat beton 22 Kayu kelas III 23 Minyak bekisting 24 Balok kayu kelas II 25 Plywood tebal 9 mm 26 Penjaga jarak bekisting/spacer 27 Kawat las listrik 28 Solar 29 Minyak pelumas 30 Besi Baja IWF 31 Anti rayap 32 bata ringan 33 semen instan perekat 34 semen instan plesteran 35 semen instan acian 36 Semen warna 37 Gypsum board 38 Profil Allumunium hollow 39 Kawat dia 4 mm
satuan m3 kg m3 kg kg m3 m3 m3 btg m3 bh lbr bh m2 bh lbr m3 m3 ltr kg kg m3 ltr m3 lbr bh kg ltr ltr kg ltr bh zak zak zak kg lbr m1 kg
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
harga 4,620,000.00 26,400.00 1,380,000.00 15,000.00 1,740.00 145,200.00 145,200.00 282,000.00 21,000.00 4,620,000.00 960.00 45,000.00 90,000.00 102,000.00 90,000.00 107,400.00 148,800.00 282,000.00 60.00 10,200.00 16,800.00 2,622,000.00 6,600.00 2,700,000.00 144,000.00 33,600.00 36,000.00 7,800.00 6,600.00 12,000.00 66,000.00 9,600.00 180,000.00 72,000.00 190,200.00 7,200.00 66,000.00 14,400.00 10,800.00
40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96
Ramset kalsiboard compound List profil gypsum homogenous tile 60 x 60 polished homogenous tile exterior 600x600 homogenous tile 60 x 60 unpolished keramik interior 40 x 40 keramik border interior 40 x 40 batu alam andesite 5 x 20 cm stepnose keramik tile 10 x 20 stepnose homogenous tile 10 x 60 stepnose keramik tile 10 x 40 akustik gypsump 60 x 60 cm tebal 12 mm Wastafel meja Bak cuci stenlis stell Water drain + asesories kran dapur Plamir Cat interior Cat exterior water proofing Papan kayu jati kelas I Lem kayu lever handle lockcase double cylinder karet #REF! kosen allumunium 4"x1¾"x1,5mm melamin kaca bening 5 mm kaca es 5 mm kaca bening 8 mm door closer parepet kayu jati sandblas kaca bening 12 mm clear temperd glass 10 mm pull handle stainless Floor hinge Top Patch Bottom patch Corner Lock ram jendela allumunium ram pintu allumunium rambuncis Rangka vertikal curtain wall Rangka horizontal curtain wall Seng gelombang meni besi atap sandwich panel Paku hak panj 15cm roofdrain pipa PVC 3" cat besi buis beton Ø800
bh lmbr kg m1 m2 m2 m2 m2 m2 m2 bh bh bh m2 Unit bh set unit kg kg kg kg m3 kg unit unit unit m1 m1 m1 m2 m2 m2 m2 unit m1 m2 m2 m2 unit unit unit unit unit m1 m1 bh m1 m1 lbr ltr m2 kg unit m1 kg m1
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
8,400.00 78,000.00 6,000.00 18,000.00 384,000.00 384,000.00 384,000.00 114,000.00 114,000.00 210,000.00 37,200.00 46,000.00 42,000.00 300,000.00 765,600.00 420,000.00 210,000.00 504,000.00 33,420.00 63,768.00 102,000.00 102,000.00 25,800,000.00 45,000.00 516,000.00 132,000.00 90,000.00 2,160.00 4,200.00 186,000.00 150,000.00 114,000.00 132,000.00 300,000.00 780,000.00 3,600.00 120,000.00 480,000.00 420,000.00 900,000.00 2,100,000.00 153,600.00 594,000.00 492,000.00 150,000.00 186,000.00 42,000.00 150,000.00 150,000.00 90,000.00 21,600.00 1,492,200.00 21,600.00 198,000.00 54,000.00 90,000.00 126,000.00
97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153
Kosen besi ram besi grill besi balok kayu jati ex.PERHUTANI paku 10 cm douuble teakwood finish lapis sungkai AUTOMATIC DOOR 2 x 100 Kg, Double door kran wastafel stop kran flesibel rangka hollow metal stud 40 x 80 x 2 mm paku skrup plint alumunium 10 cm wire mesh M7 keramik 30 x 60 lis keramik 10 x 30 Urinoir sekat Urinoir kloset duduk shower spray Sealtape floordrain soap holder papper holder kaca cermin kran dinding homogenous tile polish 60x60 homogenous tile 40x40 keramik 30x30 keramik dinding 30x60 lis keramik dinding galvalum Main truss C-75-75 Roof Bottom/Reng R 33-0.45 Self drilling screw dia 6 x 20 mm (truss Screw) Self drilling screw dia 4 x 16 mm (Roof Bottom Screw) Dynabol dia 12 x 120 mm genteng keramik nok genteng keramik Paku biasa ½”-1” lisplang GRC Profil Allumunium cross tie main tie Gypsum akustik GRC cetak alumunium tali air bata expose kosen frame shape plat baja 1,2 mm kaca bening 6 mm jalusi engsel skrup & fisher hollow 80 x 40 x 2mm flush bolts kisi-kisi alumunium stepnoise rell allumunium pintu geser
m1 m1 m2 m3 kg m2 unit unit bh bh m1 kg m1 m2 m2 bh unit unit Unit unit bh unit unit unit m2 bh m2 m2 m2 m2 bh m2 m1 m1 bh bh bh bh bh kg m1 m1 lmbr m2 m1 bh m1 m2 m2 m2 bh bh m1 bh m1 bh m1
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
180,000.00 198,000.00 900,000.00 21,600,000.00 19,200.00 270,000.00 37,740,000.00 210,000.00 90,000.00 102,000.00 19,200.00 42,000.00 84,000.00 52,910.05 135,600.00 18,000.00 3,000,000.00 1,488,000.00 3,108,000.00 288,000.00 6,600.00 510,000.00 120,000.00 188,400.00 742,800.00 306,000.00 420,000.00 300,000.00 180,000.00 210,000.00 18,000.00 72,000.00 19,800.00 12,600.00 660.00 600.00 3,000.00 12,600.00 18,000.00 17,940.00 78,000.00 18,000.00 360,000.00 720,000.00 12,000.00 3,600.00 180,000.00 1,131,840.00 126,000.00 900,000.00 66,000.00 3,000.00 20,400.00 114,000.00 150,000.00 42,000.00 540,000.00
154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174
batu andesit 20x40 Cat coating natural hollow galvanis 150x100x6 plat bordes 3 mm alumunium lauver sun shade 6" Waterproofing Integral rell pintu lipat glasswool profil alumunium MDF 6mm kaca tempered grey reflection tebal 8mm rangka alumunium vertikal rangka alumunium horisontal glass block roster beton hollow 40 X 40 X 2 mm hollow 40 X 80 X 2 mm pipa black stell Ø 2.5" pipa black stell Ø 2" pipa black stell Ø 1.5" stainless steel front-plate
m2 ltr m1 m2 m1 m3 m1 m2 m1 m2 m2 m1 m1 bh bh m1 m1 m1 m1 m1 bh
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
140,400.00 96,000.00 260,400.00 840,000.00 168,000.00 112,200.00 540,000.00 37,766.67 18,000.00 44,342.92 540,000.00 180,000.00 180,000.00 24,000.00 9,000.00 22,714.00 45,428.00 207,160.00 130,160.00 102,760.00 42,000.00
PEKERJAAN ARSITEKTUR no I. a.
jenis pekerjaan LANTAI 01 Pekerjaan Tanah 1 galian tanah fondasi batu kali 2 urug pasir bawah fondasi batu kali 3 urug tanah kembali
b.
volume
satuan
harga satuan
71.74 7.97 23.68
m3 m3 m3
51,810.00 212,388.00 17,270.00
1 2 3 4 5 6
Pekerjaan Beton Praktis LT.1 kolom praktis kolom skelet balok praktis balok skelet meja beton rabat beton
6.43 1.59 4.19 2.34 0.37 42.76
m3 m3 m3 m3 m3 m3
5,959,159.80 5,959,159.80 6,386,879.40 6,386,879.40 6,337,102.20 893,580.32
1 2 3 4
Pekerjaan Pasangan LT.1 pasangan dinding bata ringan plesteran acian sponengan
1,163.91 2,461.51 2,461.51 892.72
m2 m2 m2 m1
137,829.78 67,552.12 44,860.20 17,967.31
1 2 3 4
Pekerjaan Penutup Lantai LT.1 homogenous tile 60x60 keramik 40x40 plin homogenous tile 10x60 plin keramik 10x40
244.38 366.52 186.00 375.50
m2 m2 m1 m1
633,190.80 467,538.06 63,319.08 46,753.81
1 2 3 4
Pekerjaan Plafon LT.1 plafon gypsump rangka hollow plafon akustik rangka cross tie main tie lis profil gypsump compound
431.32 151.79 422.16 123.60
m2 m2 m1 m2
174,134.40 306,108.00 31,396.20 113,160.21
Pekerjaan Lavatory LT.1 plafon kalsiboard rangka hollow lis profil gypsump keramik lantai 30x30 keramik dinding 30x60 lis keramik dinding 10x30 kitchen zink kran dapur kran dinding urinoir sekat urinoir kloset duduk shower spray papper holder soap holder wastafel +asesorisnya (kran, kabel flexible, stop kran dll) kaca cermin
19.34 40.90 20.04 455.87 40.20 1.00 1.00 3.00 3.00 2.00 5.00 5.00 5.00 5.00 2.00 2.00
m2 m1 m2 m2 m1 unit bh bh unit unit unit unit unit unit unit unit
178,939.20 31,396.20 331,472.46 383,958.96 116,342.16 722,700.00 590,815.50 373,015.50 4,461,481.20 1,961,520.00 3,944,490.00 353,215.50 217,140.00 141,900.00 1,168,754.40 898,788.00
13.92 13.92 26.80 14.27 71.56
m2 m2 m2 m1 m1
113,160.21 36,029.93 467,538.06 46,753.81 171,755.32
c.
d.
e.
f. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 g. 1 2 3 4 5
Pekerjaan Tangga LT.1 compound cat interior keramik 40x40 plin keramik 10x40 stepnose
jumlah harga 5,818,933.28 3,717,016.82 1,693,044.61 408,871.85 ### 130,100,616.89 38,303,065.87 9,498,229.90 26,761,524.67 14,974,523.39 2,351,230.26 38,212,042.79 ### 453,165,704.76 160,421,546.67 166,280,402.36 110,423,949.46 16,039,806.28 ### 355,433,361.24 154,737,987.95 171,361,930.76 11,777,447.53 17,555,995.01 ### 148,813,371.62 75,106,821.43 46,465,610.95 13,254,203.26 13,986,735.99 ### 238,257,150.88 3,459,864.17 1,284,259.78 6,642,773.68 175,034,421.53 4,676,973.81 722,700.00 590,815.50 1,119,046.50 13,384,443.60 3,923,040.00 19,722,450.00 1,766,077.50 1,085,700.00 709,500.00 2,337,508.80 1,797,576.00 ### 49,682,446.80 1,575,583.30 501,661.77 12,532,211.27 667,049.66 12,291,204.49
6 relling tangga utama h. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 i.
Pekerjaan Partisi LT.1 1 partisi gypsum rangka hollow finishing cat interior
j.
m1
1,250,000.00
3.00 1.00 3.00 1.00 2.00 6.00 4.00 13.00 2.00 1.00 4.00 1.00 1.00 1.00 4.00 16.00 2.00 1.00 1.00 2.00 1.00 9.00 1.00 8.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit
11,730,946.59 12,020,323.59 9,314,225.53 12,319,401.60 5,874,616.63 5,074,639.23 3,666,013.54 3,832,401.65 7,765,703.00 8,210,942.12 6,977,784.08 2,711,801.89 2,818,691.16 16,000,000.00 3,008,053.51 5,930,218.25 6,164,357.21 3,210,919.86 1,954,171.76 1,901,595.99 10,304,784.31 5,216,041.85 5,216,041.85 2,853,162.07 8,077,115.73 4,045,848.14 4,151,229.64 4,151,229.64 716,608.20 1,433,216.40 2,087,425.36
329.81
m2
348,268.80
156.80 1,854.06 607.45 666.86
m2 m2 m2 m2
85,641.60 36,029.93 51,169.80 36,029.93
1 2 3 4
Pekerjaan Finishing LT.1 waterproofing km/wc cat interior cat exterior cat plafon
1 2 3 4 5 6
LANTAI 02 Pekerjaan Beton Praktis LT.2 kolom praktis kolom skelet balok praktis balok skelet meja beton rabat beton
5.36 2.36 4.20 2.35 0.37 37.13
m3 m3 m3 m3 m3 m3
5,959,159.80 5,959,159.80 6,386,879.40 6,386,879.40 6,337,102.20 893,580.32
1 2 3 4
Pekerjaan Pasangan LT.2 pasangan dinding bata ringan plesteran acian sponengan
1,166.52 2,461.69 2,461.69 744.54
m2 m2 m2 m1
137,829.78 67,552.12 44,860.20 17,967.31
156.41 373.97
m2 m2
633,190.80 467,538.06
II. a.
b.
c.
Pekerjaan Pintu, Jendela dan Boven + Asesoris Pengunci LT.1 pintu P2A pintu P2B pintu P4 pintu P5 pintu P7A pintu P8 pintu P9A pintu P9B pintu P10 pintu P11 pintu P12 pintu P15A pintu P15B pintu P16A (emergency) jendela J1 jendela J2A jendela J2B jendela J4A jendela J6A jendela J6B jendela J7A jendela J8A jendela J8B jendela J9A jendela J11 jendela J15 jendela J18A jendela J18B glass block GB1 glass block GB2 kisi kisi KS
17.69
Pekerjaan Penutup Lantai LT.2 1 homogenous tile 60x60 2 keramik 40x40
22,114,736.31 ### 505,507,439.70 35,192,839.77 12,020,323.59 27,942,676.58 12,319,401.60 11,749,233.26 30,447,835.40 14,664,054.14 49,821,221.42 15,531,406.01 8,210,942.12 27,911,136.34 2,711,801.89 2,818,691.16 16,000,000.00 12,032,214.05 94,883,491.93 12,328,714.41 3,210,919.86 1,954,171.76 3,803,191.98 10,304,784.31 46,944,376.62 5,216,041.85 22,825,296.56 8,077,115.73 4,045,848.14 4,151,229.64 4,151,229.64 716,608.20 1,433,216.40 2,087,425.36 ### 114,861,354.98 114,861,354.98 ### 135,340,541.47 13,428,641.93 66,801,808.05 31,083,003.38 24,027,088.12 ### ### 123,351,042.74 31,945,067.08 14,053,503.42 26,821,574.01 15,004,356.93 2,351,230.26 33,175,311.03 ### 450,883,587.24 160,781,511.50 166,292,658.72 110,432,088.70 13,377,328.31 ### 298,642,371.28 99,036,033.41 174,844,044.03
3 plin homogenous tile 10x60 4 plin keramik 10x40 d. 1 2 3 4 e. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 f. 1 2 3 4 5 6 g. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26
136.31 345.03
m1 m1
63,319.08 46,753.81
Pekerjaan Plafon LT.2 plafon gypsump rangka hollow plafon akustik rangka cross tie main tie lis profil gypsump compound
347.84 196.91 401.20 88.23
m2 m2 m1 m2
174,134.40 306,108.00 31,396.20 113,160.21
Pekerjaan Lavatory LT.2 plafon kalsiboard rangka hollow lis profil gypsump keramik lantai 30x30 keramik dinding 30x60 lis keramik dinding 10x30 kitchen zink kran dapur kran dinding urinoir sekat urinoir kloset duduk shower spray papper holder soap holder wastafel +asesorisnya (kran, kabel flexible, stop kran dll) kaca cermin
19.34 40.90 20.04 455.87 40.20 1.00 1.00 3.00 3.00 2.00 5.00 5.00 5.00 5.00 2.00 2.00
m2 m1 m2 m2 m1 unit bh bh unit unit unit unit unit unit unit unit
178,939.20 31,396.20 331,472.46 383,958.96 116,342.16 722,700.00 590,815.50 373,015.50 4,461,481.20 1,961,520.00 3,944,490.00 353,215.50 217,140.00 141,900.00 1,168,754.40 898,788.00
Pekerjaan Tangga LT.2 compound cat interior keramik 40x40 plin keramik 10x40 stepnose relling tangga utama
13.92 13.92 26.80 14.27 71.56 17.69
m2 m2 m2 m1 m1 m1
113,160.21 36,029.93 467,538.06 46,753.81 171,755.32 1,250,000.00
Pekerjaan Pintu, Jendela dan Boven + Asesoris Pengunci LT.2 pintu P2A pintu P4 pintu P5 pintu P7A pintu P8 pintu P9A pintu P9B pintu P10 pintu P11 pintu P12 pintu P15A pintu P15B pintu P16A (emergency) pintu P16B (emergency) pintu PL curtain wall CW jendela J1 jendela J2A jendela J4B jendela J6A jendela J7A jendela J7C jendela J8A jendela J9A jendela J9B jendela J10
6.00 3.00 1.00 2.00 5.00 3.00 8.00 2.00 1.00 4.00 1.00 1.00 1.00 1.00 1.00 1.00 5.00 16.00 1.00 1.00 1.00 1.00 10.00 8.00 2.00 1.00
unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit
11,730,946.59 9,314,225.53 12,319,401.60 5,874,616.63 5,074,639.23 3,666,013.54 3,832,401.65 7,765,703.00 8,210,942.12 6,977,784.08 2,711,801.89 2,818,691.16 16,000,000.00 16,000,000.00 30,952,493.06 66,227,992.38 3,008,053.51 5,930,218.25 3,546,642.32 1,954,171.76 10,304,784.31 9,353,046.74 5,216,041.85 2,853,162.07 2,040,231.13 7,991,544.48
8,630,994.80 16,131,299.03 ### 143,427,052.12 60,570,736.49 60,276,700.05 12,596,054.39 9,983,561.19 ### 238,257,150.88 3,459,864.17 1,284,259.78 6,642,773.68 175,034,421.53 4,676,973.81 722,700.00 590,815.50 1,119,046.50 13,384,443.60 3,923,040.00 19,722,450.00 1,766,077.50 1,085,700.00 709,500.00 2,337,508.80 1,797,576.00 ### 49,682,446.80 1,575,583.30 501,661.77 12,532,211.27 667,049.66 12,291,204.49 22,114,736.31 ### 627,343,041.70 70,385,679.55 27,942,676.58 12,319,401.60 11,749,233.26 25,373,196.17 10,998,040.61 30,659,213.18 15,531,406.01 8,210,942.12 27,911,136.34 2,711,801.89 2,818,691.16 16,000,000.00 16,000,000.00 30,952,493.06 66,227,992.38 15,040,267.56 94,883,491.93 3,546,642.32 1,954,171.76 10,304,784.31 9,353,046.74 52,160,418.46 22,825,296.56 4,080,462.26 7,991,544.48
27 28 29 30 31 32 33 h.
jendela J11 jendela J12 jendela J15 glass block GB1 glass block GB2 glass block GB3 kisi kisi KS
Pekerjaan Partisi LT.2 1 partisi gypsum rangka hollow finishing cat interior
i.
1.00 1.00 1.00 1.00 1.00 2.00 1.00
unit unit unit unit unit unit unit
8,077,115.73 12,592,168.33 4,045,848.14 716,608.20 1,433,216.40 229,314.62 2,087,425.36
243.35
m2
348,268.80
247.97 2,006.48 455.22 543.82
m2 m2 m2 m2
85,641.60 36,029.93 51,169.80 36,029.93
1 2 3 4
Pekerjaan Finishing LT.2 waterproofing km/wc cat interior cat exterior cat plafon
1 2 3 4 5 6
LANTAI 03 Pekerjaan Beton Praktis LT.3 kolom praktis kolom skelet balok praktis balok skelet meja beton rabat beton
5.44 2.21 4.20 2.29 0.37 37.13
m3 m3 m3 m3 m3 m3
5,959,159.80 5,959,159.80 6,386,879.40 6,386,879.40 6,337,102.20 893,580.32
1 2 3 4
Pekerjaan Pasangan LT.3 pasangan dinding bata ringan plesteran acian sponengan
1,166.52 2,460.56 2,460.56 755.38
m2 m2 m2 m1
137,829.78 67,552.12 44,860.20 17,967.31
1 2 3 4
Pekerjaan Penutup Lantai LT.3 homogenous tile 60x60 keramik 40x40 plin homogenous tile 10x60 plin keramik 10x40
156.41 373.97 136.31 345.03
m2 m2 m1 m1
633,190.80 467,538.06 63,319.08 46,753.81
1 2 3 4
Pekerjaan Plafon LT.3 plafon gypsump rangka hollow plafon akustik rangka cross tie main tie lis profil gypsump compound
347.84 196.91 401.20 88.23
m2 m2 m1 m2
174,134.40 306,108.00 31,396.20 113,160.21
Pekerjaan Lavatory LT.3 plafon kalsiboard rangka hollow lis profil gypsump keramik lantai 30x30 keramik dinding 30x60 lis keramik dinding 10x30 kitchen zink kran dapur kran dinding urinoir sekat urinoir kloset duduk shower spray papper holder soap holder wastafel +asesorisnya (kran, kabel flexible, stop kran dll) kaca cermin
19.34 40.90 20.04 455.87 40.20 1.00 1.00 3.00 3.00 2.00 5.00 5.00 5.00 5.00 2.00 2.00
m2 m1 m2 m2 m1 unit bh bh unit unit unit unit unit unit unit unit
178,939.20 31,396.20 331,472.46 383,958.96 116,342.16 722,700.00 590,815.50 373,015.50 4,461,481.20 1,961,520.00 3,944,490.00 353,215.50 217,140.00 141,900.00 1,168,754.40 898,788.00
III. a.
b.
c.
d.
e. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
8,077,115.73 12,592,168.33 4,045,848.14 716,608.20 1,433,216.40 458,629.25 2,087,425.36 ### 84,752,067.75 84,752,067.75 ### 136,417,242.11 21,236,886.80 72,293,271.67 23,293,296.10 19,593,787.53 ### ### 122,551,319.88 32,410,286.51 13,181,217.00 26,821,574.01 14,611,701.07 2,351,230.26 33,175,311.03 ### 450,950,422.28 160,781,511.50 166,215,751.24 110,381,015.77 13,572,143.77 ### 298,642,371.28 99,036,033.41 174,844,044.03 8,630,994.80 16,131,299.03 ### 143,427,052.12 60,570,736.49 60,276,700.05 12,596,054.39 9,983,561.19 ### 238,257,150.88 3,459,864.17 1,284,259.78 6,642,773.68 175,034,421.53 4,676,973.81 722,700.00 590,815.50 1,119,046.50 13,384,443.60 3,923,040.00 19,722,450.00 1,766,077.50 1,085,700.00 709,500.00 2,337,508.80 1,797,576.00 ###
f. 1 2 3 4 5 6 g. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 h.
13.92 13.92 26.80 14.27 71.56 17.69
m2 m2 m2 m1 m1 m1
113,160.21 36,029.93 467,538.06 46,753.81 171,755.32 1,250,000.00
Pekerjaan Pintu, Jendela dan Boven + Asesoris Pengunci LT.3 pintu P2A pintu P4 pintu P5 pintu P7A pintu P8 pintu P9A pintu P9B pintu P10 pintu P11 pintu P12 pintu P15A pintu P15B pintu P16A (emergency) pintu P16B (emergency) pintu PL jendela J1 jendela J2A jendela J4B jendela J6A jendela J7A jendela J7C jendela J8A jendela J9A jendela J9B jendela J10 jendela J11 jendela J13 jendela J15 glass block GB1 glass block GB2 glass block GB3 kisi kisi KS
5.00 3.00 1.00 2.00 5.00 2.00 10.00 2.00 1.00 4.00 1.00 1.00 1.00 1.00 1.00 5.00 16.00 1.00 1.00 1.00 1.00 10.00 8.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00
unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit
11,730,946.59 9,314,225.53 12,319,401.60 5,874,616.63 5,074,639.23 3,666,013.54 3,832,401.65 7,765,703.00 8,210,942.12 6,977,784.08 2,711,801.89 2,818,691.16 16,000,000.00 16,000,000.00 30,952,493.06 3,008,053.51 5,930,218.25 3,546,642.32 1,954,171.76 10,304,784.31 9,353,046.74 5,216,041.85 2,853,162.07 2,040,231.13 7,991,544.48 8,077,115.73 13,402,647.40 4,045,848.14 716,608.20 1,433,216.40 229,314.62 2,087,425.36
243.35
m2
348,268.80
247.97 2,005.34 455.22 543.82
m2 m2 m2 m2
85,641.60 36,029.93 51,169.80 36,029.93
Pekerjaan Partisi LT.3 1 partisi gypsum rangka hollow finishing cat interior
i. 1 2 3 4
Pekerjaan Finishing LT.3 waterproofing km/wc cat interior cat exterior cat plafon
1 2 3 4 5 6
LANTAI 04 Pekerjaan Beton Praktis LT.4 kolom praktis kolom skelet balok praktis balok skelet meja beton rabat beton
5.75 2.42 4.34 2.24 0.37 37.13
m3 m3 m3 m3 m3 m3
5,959,159.80 5,959,159.80 6,386,879.40 6,386,879.40 6,337,102.20 893,580.32
Pekerjaan Pasangan LT.4 1 pasangan dinding bata ringan
1,205.78
m2
137,829.78
IV. a.
b.
Pekerjaan Tangga LT.3 compound cat interior keramik 40x40 plin keramik 10x40 stepnose relling tangga utama
49,682,446.80 1,575,583.30 501,661.77 12,532,211.27 667,049.66 12,291,204.49 22,114,736.31 ### 554,193,371.56 58,654,732.96 27,942,676.58 12,319,401.60 11,749,233.26 25,373,196.17 7,332,027.07 38,324,016.47 15,531,406.01 8,210,942.12 27,911,136.34 2,711,801.89 2,818,691.16 16,000,000.00 16,000,000.00 30,952,493.06 15,040,267.56 94,883,491.93 3,546,642.32 1,954,171.76 10,304,784.31 9,353,046.74 52,160,418.46 22,825,296.56 4,080,462.26 7,991,544.48 8,077,115.73 13,402,647.40 4,045,848.14 716,608.20 1,433,216.40 458,629.25 2,087,425.36 ### 84,752,067.75 84,752,067.75 ### 136,376,222.36 21,236,886.80 72,252,251.92 23,293,296.10 19,593,787.53 ### ### 126,242,452.74 34,271,164.20 14,441,186.27 27,724,266.99 14,279,293.99 2,351,230.26 33,175,311.03 ### 466,948,632.50 166,192,690.60
2 plesteran 3 acian 4 sponengan c.
2,547.80 2,547.80 798.75
m2 m2 m1
67,552.12 44,860.20 17,967.31
1 2 3 4
Pekerjaan Penutup Lantai LT.4 homogenous tile 60x60 keramik 40x40 plin homogenous tile 10x60 plin keramik 10x40
156.41 373.97 136.31 345.03
m2 m2 m1 m1
633,190.80 467,538.06 63,319.08 46,753.81
1 2 3 4
Pekerjaan Plafon LT.4 plafon gypsump rangka hollow plafon akustik rangka cross tie main tie lis profil gypsump compound
285.97 233.50 408.94 88.34
m2 m2 m1 m2
174,134.40 306,108.00 31,396.20 113,160.21
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Pekerjaan Lavatory LT.4 plafon kalsiboard rangka hollow lis profil gypsump keramik lantai 30x30 keramik dinding 30x60 lis keramik dinding 10x30 kitchen zink kran dapur kran dinding urinoir sekat urinoir kloset duduk shower spray papper holder soap holder wastafel +asesorisnya (kran, kabel flexible, stop kran dll) kaca cermin
19.34 40.90 20.04 455.87 40.20 1.00 1.00 3.00 3.00 2.00 5.00 5.00 5.00 5.00 2.00 2.00
m2 m1 m2 m2 m1 unit bh bh unit unit unit unit unit unit unit unit
178,939.20 31,396.20 331,472.46 383,958.96 116,342.16 722,700.00 590,815.50 373,015.50 4,461,481.20 1,961,520.00 3,944,490.00 353,215.50 217,140.00 141,900.00 1,168,754.40 898,788.00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27
Pekerjaan Pintu, Jendela dan Boven + Asesoris Pengunci LT.4 pintu P2A pintu P4 pintu P5 pintu P7A pintu P8 pintu P9A pintu P9B pintu P10 pintu P11 pintu P12 pintu P15A pintu P15B pintu P16A (emergency) pintu P16B (emergency) pintu PL jendela J1 jendela J2A jendela J4B jendela J6A jendela J7A jendela J7C jendela J8A jendela J9A jendela J9B jendela J10 jendela J11 jendela J13
5.00 2.00 1.00 6.00 3.00 3.00 6.00 2.00 1.00 4.00 1.00 1.00 1.00 1.00 1.00 2.00 17.00 1.00 1.00 1.00 1.00 9.00 7.00 2.00 1.00 1.00 1.00
unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit
11,730,946.59 9,314,225.53 12,319,401.60 5,874,616.63 5,074,639.23 3,666,013.54 3,832,401.65 7,765,703.00 8,210,942.12 6,977,784.08 2,711,801.89 2,818,691.16 16,000,000.00 16,000,000.00 30,952,493.06 3,008,053.51 5,930,218.25 3,546,642.32 1,954,171.76 10,304,784.31 9,353,046.74 5,216,041.85 2,853,162.07 2,040,231.13 7,991,544.48 8,077,115.73 13,402,647.40
d.
e.
f.
172,109,550.20 114,294,986.08 14,351,405.61 ### 298,642,371.28 99,036,033.41 174,844,044.03 8,630,994.80 16,131,299.03 ### 144,109,795.84 49,797,594.58 71,476,408.74 12,839,153.87 9,996,638.65 ### 238,257,150.88 3,459,864.17 1,284,259.78 6,642,773.68 175,034,421.53 4,676,973.81 722,700.00 590,815.50 1,119,046.50 13,384,443.60 3,923,040.00 19,722,450.00 1,766,077.50 1,085,700.00 709,500.00 2,337,508.80 1,797,576.00 ### 535,401,594.83 58,654,732.96 18,628,451.06 12,319,401.60 35,247,699.79 15,223,917.70 10,998,040.61 22,994,409.88 15,531,406.01 8,210,942.12 27,911,136.34 2,711,801.89 2,818,691.16 16,000,000.00 16,000,000.00 30,952,493.06 6,016,107.02 100,813,710.18 3,546,642.32 1,954,171.76 10,304,784.31 9,353,046.74 46,944,376.62 19,972,134.49 4,080,462.26 7,991,544.48 8,077,115.73 13,402,647.40
28 29 30 31 32
g.
Pekerjaan Partisi LT.4 1 partisi gypsum rangka hollow finishing cat interior
h.
unit unit unit unit unit
4,045,848.14 716,608.20 1,433,216.40 229,314.62 2,087,425.36
243.35
m2
348,268.80
Pekerjaan Finishing LT.4 waterproofing km/wc cat interior cat exterior cat plafon
247.97 2,092.59 455.22 483.62
m2 m2 m2 m2
85,641.60 36,029.93 51,169.80 36,029.93
1 2 3 4 5
ATAP Pekerjaan Beton Praktis kolom praktis kolom skelet balok praktis balok skelet rabat beton
1.51 0.11 1.14 0.02 1.26
m3 m3 m3 m3 m3
5,959,159.80 5,959,159.80 6,386,879.40 6,386,879.40 893,580.32
1 2 3 4
Pekerjaan Pasangan pasangan dinding bata ringan plesteran acian sponengan
321.43 669.90 669.90 209.62
m2 m2 m2 m1
137,829.78 67,552.12 44,860.20 17,967.31
40.52 119.20
m2 m1
178,939.20 31,396.20
1.00
unit
2,711,801.89
a.
b.
d.
1.00 1.00 1.00 2.00 1.00
1 2 3 4 V.
c.
jendela J15 glass block GB1 glass block GB2 glass block GB3 kisi kisi KS
Pekerjaan Plafon 1 plafon tritisan kalsiboard 2 lis profil Pekerjaan Pintu, Jendela dan Boven + Asesoris Pengunci 1 pintu P15A
e. 1 2 3 4 5 6
Pekerjaan Finishing waterproofing dag screeding cat interior cat exterior cat plafon cat exterior talang beton
601.90 601.90 475.28 194.63 64.36 741.37
m2 m2 m2 m2 m2 m2
85,641.60 67,552.12 36,029.93 51,169.80 36,029.93 51,169.80
1 2 3 4 5 6 7
Pekerjaan Penutup Atap pasang kaso + reng baja ringan galvalum genteng keramik nok genteng keramik lisplang GRC roofdrain saluran vertikal air hujan
635.69 635.69 635.69 58.39 72.96 13.55 417.45
m2 m2 m2 m1 m1 bh m1
267,121.80 98,122.20 184,074.00 166,678.97 142,964.71 165,000.00 65,000.00
f.
4,045,848.14 716,608.20 1,433,216.40 458,629.25 2,087,425.36 ### ### 84,752,067.75 84,752,067.75 ### 137,350,669.95 21,236,886.80 75,395,797.17 23,293,296.10 17,424,689.87 ### ### 18,214,296.24 8,993,854.51 678,444.99 7,263,356.44 153,738.27 1,124,902.03 ### 123,373,648.02 44,302,029.48 45,253,367.32 30,051,981.32 3,766,269.90 ### 10,993,057.58 7,250,593.35 3,742,464.23 ### 2,711,801.89 2,711,801.89 ### 159,545,887.23 51,548,093.75 40,659,949.34 17,124,132.02 9,959,063.08 2,318,890.06 37,935,758.98 ### 398,732,254.14 169,807,940.36 62,375,772.72 117,014,885.40 9,732,512.78 10,430,785.24 2,236,321.65 27,134,036.01
Daftar Analisa no
jenis pekerjaan 1 Pemasangan 1 m2 dinding bata ringan A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN bata ringan semen instan perekat air PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
2 Pemasangan 1 m2 plesteran A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN semen instan plesteran air PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
satuan
C. D. E. F.
BAHAN Semen Portland Pasir pasang PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
4 Pemasangan 1 m2 acian A. TENAGA pekerja tukang batu
harga satuan
jumlah harga
oh oh oh oh
0.300 60,000.00 0.100 72,000.00 0.010 78,000.00 0.015 84,000.00 jumlah tenaga kerja
18,000.00 7,200.00 780.00 1,260.00 27,240.00
bh zak m3
8.333 9,600.00 0.100 180,000.00 1.050 60.00 jumlah harga bahan
79,996.80 18,000.00 63.00 98,059.80
125,299.80
125,299.80 12,529.98 137,829.78
oh oh oh oh
0.300 60,000.00 0.150 72,000.00 0.015 78,000.00 0.015 84,000.00 jumlah tenaga kerja
18,000.00 10,800.00 1,170.00 1,260.00 31,230.00
zak ltr
0.417 72,000.00 2.917 60.00 jumlah harga bahan
30,006.00 175.02 30,181.02
%
%
3 A.4.4.2.3. Pemasangan 1 m2 plesteran 1SP : 3PP tebal 15mm. A. TENAGA pekerja oh tukang batu oh kepala tukang oh mandor oh B.
volume
kg m3
10.000
61,411.02
61,411.02 6,141.10 67,552.12
0.300 60,000.00 0.150 72,000.00 0.015 78,000.00 0.015 84,000.00 jumlah tenaga kerja
18,000.00 10,800.00 1,170.00 1,260.00 31,230.00
7.776 1,740.00 0.023 145,200.00 jumlah harga bahan
13,530.24 3,339.60 16,869.84
10.000
%
10.000
48,099.84
48,099.84 4,809.98 52,909.82
oh oh
0.300 0.150
60,000.00 72,000.00
18,000.00 10,800.00
B.
C. D. E. F.
kepala tukang mandor
oh oh
0.015 78,000.00 0.015 84,000.00 jumlah tenaga kerja
1,170.00 1,260.00 31,230.00
BAHAN semen instan acian air
zak ltr
0.050 190,200.00 0.700 60.00 jumlah harga bahan
9,510.00 42.00 9,552.00
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
5 A.4.4.2.27. Pemasangan 1 m2 acian. A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN Semen portland air PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
6 Pemasangan 1 m1 sponengan A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN semen instan acian air PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
40,782.00
40,782.00 4,078.20 44,860.20
oh oh oh oh
0.300 60,000.00 0.150 72,000.00 0.015 78,000.00 0.015 84,000.00 jumlah tenaga kerja
18,000.00 10,800.00 1,170.00 1,260.00 31,230.00
zak ltr
3.250 1,740.00 0.700 60.00 jumlah harga bahan
5,655.00 42.00 5,697.00
%
36,927.00
36,927.00 3,692.70 40,619.70
oh oh oh oh
0.080 60,000.00 0.040 72,000.00 0.004 78,000.00 0.004 84,000.00 jumlah tenaga kerja
4,800.00 2,880.00 312.00 336.00 8,328.00
zak ltr
0.042 190,200.00 0.292 60.00 jumlah harga bahan
7,988.40 17.52 8,005.92
%
%
7 A.4.4.2.20. Pemasangan 1 m’ plesteran skoning 1SP : 3PP lebar 10 cm A. TENAGA pekerja oh tukang batu oh kepala tukang oh mandor oh B.
C.
BAHAN Semen portland pasir pasang PERALATAN
10.000
zak ltr
10.000
16,333.92
16,333.92 1,633.39 17,967.31
0.080 60,000.00 0.400 72,000.00 0.040 78,000.00 0.004 84,000.00 jumlah tenaga kerja
4,800.00 28,800.00 3,120.00 336.00 37,056.00
0.500 1,740.00 0.013 145,200.00 jumlah harga bahan
870.00 1,887.60 2,757.60
10.000
D. E. F.
JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
8 Pemasangan 1 m1 alumunium tali air A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN alumunium tali air PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
39,813.60
39,813.60 3,981.36 43,794.96
oh oh oh oh
0.080 60,000.00 0.040 72,000.00 0.004 78,000.00 0.004 84,000.00 jumlah tenaga kerja
4,800.00 2,880.00 312.00 336.00 8,328.00
m1
1.100 12,000.00 jumlah harga bahan
13,200.00 13,200.00
%
%
10.000
10.000
21,528.00
21,528.00 2,152.80 23,680.80
9 A.3.2.1.10. Pemasangan 1 m3 pondasi siklop, 60% beton campuran 1SP : 2 PB: 3 Kr dan 40% batu belah A. TENAGA pekerja oh 3.400 60,000.00 204,000.00 tukang batu oh 0.850 72,000.00 61,200.00 kepala tukang oh 0.085 78,000.00 6,630.00 mandor oh 0.170 84,000.00 14,280.00 jumlah tenaga kerja 286,110.00 B. BAHAN batu belah m3 0.480 148,800.00 71,424.00 Semen Portland kg 194.000 1,740.00 337,560.00 Pasir beton m3 0.312 145,200.00 45,302.40 kerikil m3 0.468 282,000.00 131,976.00 jumlah harga bahan 586,262.40 C. PERALATAN D. JUMLAH (A+B+C) 872,372.40 E. Overhead & Profit % 10.000 872,372.40 87,237.24 F. Harga Satuan Pekerjaan (D+E) 959,609.64 10 A.3.2.1.4. Pemasangan 1 m3 pondasi batu belah campuran 1SP : 6PP A. TENAGA pekerja oh tukang batu oh kepala tukang oh mandor oh B.
C. D. E. F.
BAHAN batu belah Semen Portland Pasir beton PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
m3 kg m3
%
11 A.4.5.1.8. Pemasangan 1 m2 langit-langit rangka alluminium A. TENAGA
1.500 60,000.00 0.750 72,000.00 0.075 78,000.00 0.075 84,000.00 jumlah tenaga kerja
90,000.00 54,000.00 5,850.00 6,300.00 156,150.00
1.200 148,800.00 117.000 1,740.00 0.561 145,200.00 jumlah harga bahan
178,560.00 203,580.00 81,457.20 463,597.20
10.000
619,747.20
619,747.20 61,974.72 681,721.92
pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN Profil Allumunium hollow Kawat dia 4 mm Ramset kalsiboard PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
12 meng compound 1 m2 A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN compound Cat interior PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
oh oh oh oh
0.500 60,000.00 0.500 72,000.00 0.050 78,000.00 0.025 84,000.00 jumlah tenaga kerja
30,000.00 36,000.00 3,900.00 2,100.00 72,000.00
m1 kg bh lmbr
3.600 14,400.00 0.150 10,800.00 1.050 8,400.00 0.364 78,000.00 jumlah harga bahan
51,840.00 1,620.00 8,820.00 28,392.00 90,672.00
162,672.00
162,672.00 16,267.20 178,939.20
oh oh oh oh
0.400 60,000.00 0.200 72,000.00 0.020 78,000.00 0.020 84,000.00 jumlah tenaga kerja
24,000.00 14,400.00 1,560.00 1,680.00 41,640.00
kg m2
3.600 6,000.00 1.100 36,029.93 jumlah harga bahan
21,600.00 39,632.92 61,232.92
%
%
13 A.4.5.1.8. Pemasangan 1 m2 langit-langit rangka alluminium A. TENAGA pekerja oh tukang batu oh kepala tukang oh mandor oh B.
C. D. E. F.
BAHAN Profil Allumunium hollow Kawat dia 4 mm Ramset Gypsum board PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
m1 kg bh lmbr
%
14 A.4.5.1.8. Pemasangan 1 m2 langit-langit rangka alluminium A. TENAGA pekerja oh tukang batu oh kepala tukang oh mandor oh
10.000
102,872.92
102,872.92 10,287.29 113,160.21
0.500 60,000.00 0.500 72,000.00 0.050 78,000.00 0.025 84,000.00 jumlah tenaga kerja
30,000.00 36,000.00 3,900.00 2,100.00 72,000.00
3.600 14,400.00 0.150 10,800.00 1.050 8,400.00 0.364 66,000.00 jumlah harga bahan
51,840.00 1,620.00 8,820.00 24,024.00 86,304.00
10.000
10.000
158,304.00
158,304.00 15,830.40 174,134.40
0.500 0.500 0.050 0.025
60,000.00 72,000.00 78,000.00 84,000.00
30,000.00 36,000.00 3,900.00 2,100.00
B.
C. D. E. F.
BAHAN Profil Allumunium cross tie main tie Kawat dia 4 mm Ramset Gypsum akustik PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
15 Pemasangan 1 m1 lis profil gypsum A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN List profil gypsum compound PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
m1 kg bh lmbr
jumlah tenaga kerja
72,000.00
3.600 18,000.00 0.150 10,800.00 1.050 8,400.00 0.364 360,000.00 jumlah harga bahan
64,800.00 1,620.00 8,820.00 131,040.00 206,280.00
278,280.00
278,280.00 27,828.00 306,108.00
oh oh oh oh
0.050 60,000.00 0.050 72,000.00 0.005 78,000.00 0.003 84,000.00 jumlah tenaga kerja
3,000.00 3,600.00 390.00 252.00 7,242.00
m1 kg
1.100 18,000.00 0.250 6,000.00 jumlah harga bahan
19,800.00 1,500.00 21,300.00
%
%
10.000
10.000
28,542.00
16 1 M2 MENGECAT TEMBOK BARU 1 LAPIS PLAMIR, 1 LAPIS CAT DASAR 2 LAPIS CAT PENUTUP A. TENAGA pekerja oh 0.020 60,000.00 tukang batu oh 0.063 72,000.00 kepala tukang oh 0.006 78,000.00 mandor oh 0.003 84,000.00 jumlah tenaga kerja B. BAHAN Plamir kg 0.100 33,420.00 Cat interior kg 0.100 63,768.00 Cat penutup 2 kali (cat interior) kg 0.260 63,768.00 jumlah harga bahan C. PERALATAN D. JUMLAH (A+B+C) E. Overhead & Profit % 10.000 32,754.48 F. Harga Satuan Pekerjaan (D+E) 17 1 M2 MENGECAT TEMBOK BARU 1 LAPIS PLAMIR, 1 LAPIS CAT DASAR 2 LAPIS CAT PENUTUP A. TENAGA pekerja oh 0.020 60,000.00 tukang batu oh 0.063 72,000.00 kepala tukang oh 0.006 78,000.00 mandor oh 0.003 84,000.00 jumlah tenaga kerja B. BAHAN Plamir kg 0.100 33,420.00 Cat exterior kg 0.100 102,000.00 Cat penutup 2 kali (cat interior) kg 0.260 102,000.00
28,542.00 2,854.20 31,396.20
1,200.00 4,536.00 468.00 252.00 6,456.00 3,342.00 6,376.80 16,579.68 26,298.48 32,754.48 3,275.45 36,029.93
1,200.00 4,536.00 468.00 252.00 6,456.00 3,342.00 10,200.00 26,520.00
jumlah harga bahan C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
18 1 M2 MENGECAT waterproofing A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN water proofing penutup 2 kali PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
46,518.00
46,518.00 4,651.80 51,169.80
oh oh oh oh
0.020 60,000.00 0.063 72,000.00 0.006 78,000.00 0.003 84,000.00 jumlah tenaga kerja
1,200.00 4,536.00 468.00 252.00 6,456.00
kg kg
0.200 102,000.00 0.500 102,000.00 jumlah harga bahan
20,400.00 51,000.00 71,400.00
%
%
10.000
10.000
77,856.00
19 1 M2 MENGECAT TEMBOK BARU 1 LAPIS PLAMIR, 1 LAPIS CAT DASAR 2 LAPIS CAT PENUTUP A. TENAGA pekerja oh 0.020 60,000.00 tukang batu oh 0.063 72,000.00 kepala tukang oh 0.006 78,000.00 mandor oh 0.003 84,000.00 jumlah tenaga kerja B. BAHAN Cat coating natural ltr 0.100 96,000.00 Cat penutup 2 kali (cat interior) ltr 0.260 96,000.00 jumlah harga bahan C. PERALATAN D. JUMLAH (A+B+C) E. Overhead & Profit % 10.000 41,016.00 F. Harga Satuan Pekerjaan (D+E) 20 A.5.1.1 4. Pemasangan 1 buah urinoir A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN Urinoir Semen Portland Pasir Pasang Perlengkapan PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
40,062.00
77,856.00 7,785.60 85,641.60
1,200.00 4,536.00 468.00 252.00 6,456.00 9,600.00 24,960.00 34,560.00 41,016.00 4,101.60 45,117.60
oh oh oh oh
1.000 60,000.00 1.000 72,000.00 0.100 78,000.00 0.050 84,000.00 jumlah tenaga kerja
60,000.00 72,000.00 7,800.00 4,200.00 144,000.00
unit kg m3 %
1.000 3,000,000.00 6.000 1,740.00 0.010 145,200.00 30.000 3,000,000.00 jumlah harga bahan
3,000,000.00 10,440.00 1,452.00 900,000.00 3,911,892.00
10.000
4,055,892.00 405,589.20 4,461,481.20
%
4,055,892.00
21 Pemasangan 1 buah sekat urinoir A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN sekat Urinoir Perlengkapan PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
22 A.5.1.1 5. Pemasangan 1 buah wastafel A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN Wastafel meja Semen Portland Pasir pasang Perlengkapan PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
23 A.5.1.1.1. Pemasangan 1 buah closet duduk/monoblock A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN kloset duduk Perlengkapan PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
24 Pemasangan 1 buah shower spray A. TENAGA pekerja tukang batu kepala tukang mandor
oh oh oh oh
0.500 60,000.00 0.500 72,000.00 0.050 78,000.00 0.025 84,000.00 jumlah tenaga kerja
30,000.00 36,000.00 3,900.00 2,100.00 72,000.00
unit %
1.000 1,488,000.00 15.000 1,488,000.00 jumlah harga bahan
1,488,000.00 223,200.00 1,711,200.00
10.000
1,783,200.00
1,783,200.00 178,320.00 1,961,520.00
oh oh oh oh
1.200 60,000.00 1.450 72,000.00 0.150 78,000.00 0.060 84,000.00 jumlah tenaga kerja
72,000.00 104,400.00 11,700.00 5,040.00 193,140.00
Unit Kg M3 %
1.000 765,600.00 6.000 1,740.00 0.010 145,200.00 12.000 765,600.00 jumlah harga bahan
765,600.00 10,440.00 1,452.00 91,872.00 869,364.00
%
1,062,504.00
1,062,504.00 106,250.40 1,168,754.40
oh oh oh oh
3.300 60,000.00 1.100 72,000.00 0.010 78,000.00 0.160 84,000.00 jumlah tenaga kerja
198,000.00 79,200.00 780.00 13,440.00 291,420.00
Unit %
1.000 3,108,000.00 6.000 3,108,000.00 jumlah harga bahan
3,108,000.00 186,480.00 3,294,480.00
%
10.000
%
10.000
3,585,900.00
3,585,900.00 358,590.00 3,944,490.00
oh oh oh oh
0.010 0.400 0.040 0.005
60,000.00 72,000.00 78,000.00 84,000.00
600.00 28,800.00 3,120.00 420.00
B.
C. D. E. F.
BAHAN shower spray Sealtape PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
25 Pemasangan 1 buah floordrain A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN floordrain PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
26 Pemasangan 1 buah soap holder A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN soap holder PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
27 Pemasangan 1 buah papper holder A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN papper holder PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
unit bh
jumlah tenaga kerja
32,940.00
1.000 288,000.00 0.025 6,600.00 jumlah harga bahan
288,000.00 165.00 288,165.00
321,105.00
321,105.00 32,110.50 353,215.50
oh oh oh oh
0.010 60,000.00 0.100 72,000.00 0.010 78,000.00 0.005 84,000.00 jumlah tenaga kerja
600.00 7,200.00 780.00 420.00 9,000.00
unit
1.000 510,000.00 jumlah harga bahan
510,000.00 510,000.00
%
10.000
519,000.00
519,000.00 51,900.00 570,900.00
oh oh oh oh
0.010 60,000.00 0.100 72,000.00 0.010 78,000.00 0.005 84,000.00 jumlah tenaga kerja
600.00 7,200.00 780.00 420.00 9,000.00
unit
1.000 120,000.00 jumlah harga bahan
120,000.00 120,000.00
%
10.000
129,000.00
129,000.00 12,900.00 141,900.00
oh oh oh oh
0.010 60,000.00 0.100 72,000.00 0.010 78,000.00 0.005 84,000.00 jumlah tenaga kerja
600.00 7,200.00 780.00 420.00 9,000.00
unit
1.000 188,400.00 jumlah harga bahan
188,400.00 188,400.00
%
%
28 A.5.1.1 12. Pemasangan 1 buah bak cuci piring stainlessteel
10.000
10.000
197,400.00
197,400.00 19,740.00 217,140.00
A.
B.
C. D. E. F.
TENAGA pekerja tukang batu kepala tukang mandor
oh oh oh oh
0.030 60,000.00 0.300 72,000.00 0.030 78,000.00 0.015 84,000.00 jumlah tenaga kerja
1,800.00 21,600.00 2,340.00 1,260.00 27,000.00
BAHAN Bak cuci stenlis stell Water drain + asesories
bh set
1.000 420,000.00 1.000 210,000.00 jumlah harga bahan
420,000.00 210,000.00 630,000.00
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
%
29 A.5.1.1 19. Pemasangan 1 buah kran diameter ½” atau 3/4” A. TENAGA pekerja oh tukang batu oh kepala tukang oh mandor oh B.
C. D. E. F.
BAHAN kran dapur Sealtape PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
30 Pemasangan 1 unit kaca cermin A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kaca cermin PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
unit bh
C. D.
BAHAN kran dinding Sealtape PERALATAN JUMLAH (A+B+C)
657,000.00 65,700.00 722,700.00
0.010 60,000.00 0.400 72,000.00 0.040 78,000.00 0.005 84,000.00 jumlah tenaga kerja
600.00 28,800.00 3,120.00 420.00 32,940.00
1.000 504,000.00 0.025 6,600.00 jumlah harga bahan
504,000.00 165.00 504,165.00
537,105.00
537,105.00 53,710.50 590,815.50
ls
1.000 74,280.00 jumlah tenaga kerja
74,280.00 74,280.00
unit
1.000 742,800.00 jumlah harga bahan
742,800.00 742,800.00
%
%
31 A.5.1.1 19. Pemasangan 1 buah kran diameter ½” atau 3/4” A. TENAGA pekerja oh tukang batu oh kepala tukang oh mandor oh B.
657,000.00
10.000
unit bh
10.000
817,080.00
817,080.00 81,708.00 898,788.00
0.010 60,000.00 0.400 72,000.00 0.040 78,000.00 0.005 84,000.00 jumlah tenaga kerja
600.00 28,800.00 3,120.00 420.00 32,940.00
1.000 306,000.00 0.025 6,600.00 jumlah harga bahan
306,000.00 165.00 306,165.00
10.000
339,105.00
E. F.
Overhead & Profit Harga Satuan Pekerjaan (D+E)
32 Pemasangan 1m2 lantai ukuran 60cm x60cm A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN homogenous tile polish 60x60 Semen Portland Pasir Pasang Semen warna PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
33 Pemasangan 1 m2 lantai ukuran 40cm x 40cm A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN homogenous tile 40x40 Semen Portland Pasir Pasang Semen warna PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
%
339,105.00
33,910.50 373,015.50
oh oh oh oh
0.700 60,000.00 0.350 72,000.00 0.035 78,000.00 0.035 84,000.00 jumlah tenaga kerja
42,000.00 25,200.00 2,730.00 2,940.00 72,870.00
m2 kg m3 kg
1.116 420,000.00 9.600 1,740.00 0.045 145,200.00 1.500 7,200.00 jumlah harga bahan
468,720.00 16,704.00 6,534.00 10,800.00 502,758.00
575,628.00
575,628.00 57,562.80 633,190.80
oh oh oh oh
0.700 60,000.00 0.350 72,000.00 0.035 78,000.00 0.035 84,000.00 jumlah tenaga kerja
42,000.00 25,200.00 2,730.00 2,940.00 72,870.00
m2 kg m3 kg
1.089 300,000.00 8.190 1,740.00 0.045 145,200.00 0.650 7,200.00 jumlah harga bahan
326,700.00 14,250.60 6,534.00 4,680.00 352,164.60
%
%
33 A.4.4.3.34.Pemasangan 1m2 lantai keramik ukuran 30cm x 30cm A. TENAGA pekerja oh tukang batu oh kepala tukang oh mandor oh B.
C. D. E. F.
BAHAN keramik 30x30 Semen Portland Pasir Pasang Semen warna PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
10.000
m2 kg m3 kg
%
10.000
425,034.60
425,034.60 42,503.46 467,538.06
0.700 60,000.00 0.350 72,000.00 0.035 78,000.00 0.035 84,000.00 jumlah tenaga kerja
42,000.00 25,200.00 2,730.00 2,940.00 72,870.00
1.089 180,000.00 8.190 1,740.00 0.045 145,200.00 1.620 7,200.00 jumlah harga bahan
196,020.00 14,250.60 6,534.00 11,664.00 228,468.60
10.000
10.000
301,338.60
301,338.60 30,133.86 331,472.46
34 A.4.4.3.54.Pemasangan 1 m2 dinding keramik A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN keramik dinding 30x60 Semen Portland Pasir Pasang Semen warna PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
35 A.4.4.3.54.Pemasangan 1 m2 dinding keramik A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN lis keramik dinding Semen Portland Pasir Pasang Semen warna PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
36 Pemasangan 1 m2 dinding batu alam A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN batu andesit 20x40 cat coating natural Semen Portland Pasir Pasang Semen warna PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
oh oh oh oh
0.900 60,000.00 0.450 72,000.00 0.045 78,000.00 0.045 84,000.00 jumlah tenaga kerja
54,000.00 32,400.00 3,510.00 3,780.00 93,690.00
m2 kg m3 kg
1.060 210,000.00 9.300 1,740.00 0.018 145,200.00 1.940 7,200.00 jumlah harga bahan
222,600.00 16,182.00 2,613.60 13,968.00 255,363.60
349,053.60
349,053.60 34,905.36 383,958.96
oh oh oh oh
0.090 60,000.00 0.090 72,000.00 0.009 78,000.00 0.005 84,000.00 jumlah tenaga kerja
5,400.00 6,480.00 702.00 420.00 13,002.00
bh kg m3 kg
3.333 18,000.00 9.300 1,740.00 0.018 145,200.00 1.940 7,200.00 jumlah harga bahan
60,000.00 16,182.00 2,613.60 13,968.00 92,763.60
%
10.000
105,765.60
105,765.60 10,576.56 116,342.16
oh oh oh oh
0.900 60,000.00 0.450 72,000.00 0.045 78,000.00 0.045 84,000.00 jumlah tenaga kerja
54,000.00 32,400.00 3,510.00 3,780.00 93,690.00
m2 m2 kg m3 kg
1.060 140,400.00 1.060 45,117.60 9.300 1,740.00 0.018 145,200.00 1.940 7,200.00 jumlah harga bahan
148,824.00 47,824.66 16,182.00 2,613.60 13,968.00 229,412.26
%
%
10.000
10.000
323,102.26
323,102.26 32,310.23 355,412.48
37 A.4.4.3.28.Pemasangan 1 m1 stepnose A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN stepnoise Semen Portland Pasir Pasang Semen warna PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
38 Pemasangan 1 m2 galvalum A. TENAGA pekerja tukang kayu kepala tukang mandor B.
C. D. E. F. 39
BAHAN galvalum PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
oh oh oh oh
0.090 60,000.00 0.090 72,000.00 0.009 78,000.00 0.005 84,000.00 jumlah tenaga kerja
5,400.00 6,480.00 702.00 420.00 13,002.00
bh kg m3 kg
3.333 42,000.00 1.140 1,740.00 0.003 145,200.00 0.100 7,200.00 jumlah harga bahan
140,000.00 1,983.60 435.60 720.00 143,139.20
156,141.20
156,141.20 15,614.12 171,755.32
oh oh oh oh
0.150 60,000.00 0.050 70,800.00 0.005 78,000.00 0.008 84,000.00 jumlah tenaga kerja
9,000.00 3,540.00 390.00 672.00 13,602.00
m2
1.050 72,000.00 jumlah harga bahan
75,600.00 75,600.00
%
%
10.000
10.000
89,202.00
1 m2 Pek. Pasangan Baja Ringan (Bersertifikat dan bergaransi 10 tahun) A. TENAGA Pekerja oh 0.247 60,000.00 Tukang besi profil oh 0.176 78,000.00 Kepala tukang oh 0.117 78,000.00 Mandor oh 0.059 84,000.00 jumlah tenaga kerja B. BAHAN Main truss C-75-75 m1 2.800 19,800.00 Roof Bottom/Reng R 33-0.45 m1 5.100 12,600.00 Self drilling screw dia 6 x 20 mm (truss Screw) bh 25.000 660.00 Self drilling screw dia 4 x 16 mm (Roof Bottom Sc bh 35.000 600.00 Dynabol dia 12 x 120 mm bh 1.000 3,000.00 jumlah harga bahan C. PERALATAN & MOBILISASI ls 1.000 40,050.00 D. JUMLAH (A+B+C) E. Overhead & Profit % 10.000 242,838.00 F. Harga Satuan Pekerjaan (D+E)
40 A.4.5.2.30. Pemasangan 1 m2 genteng keramik A. TENAGA pekerja tukang batu
oh oh
0.200 0.100
60,000.00 72,000.00
89,202.00 8,920.20 98,122.20
14,820.00 13,728.00 9,126.00 4,914.00 42,588.00 55,440.00 64,260.00 16,500.00 21,000.00 3,000.00 160,200.00 40,050.00 242,838.00 24,283.80 267,121.80
12,000.00 7,200.00
B.
C. D. E. F.
kepala tukang mandor
oh oh
0.010 78,000.00 0.010 84,000.00 jumlah tenaga kerja
780.00 840.00 20,820.00
BAHAN genteng keramik Paku 2”-3”
bh kg
11.000 12,600.00 0.300 26,400.00 jumlah harga bahan
138,600.00 7,920.00 146,520.00
%
10.000
167,340.00
167,340.00 16,734.00 184,074.00
oh oh oh oh
0.400 60,000.00 0.200 72,000.00 0.020 78,000.00 0.020 84,000.00 jumlah tenaga kerja
24,000.00 14,400.00 1,560.00 1,680.00 41,640.00
bh kg kg m3 m2 kg
3.500 18,000.00 0.050 17,940.00 10.800 1,740.00 0.032 145,200.00 0.330 46,518.00 1.000 7,200.00 jumlah harga bahan
63,000.00 897.00 18,792.00 4,646.40 15,350.94 7,200.00 109,886.34
%
10.000
151,526.34
151,526.34 15,152.63 166,678.97
oh oh oh oh
0.100 60,000.00 0.200 72,000.00 0.020 78,000.00 0.005 84,000.00 jumlah tenaga kerja
6,000.00 14,400.00 1,560.00 420.00 22,380.00
m1 m2 kg
1.100 78,000.00 0.440 46,518.00 0.050 26,400.00 jumlah harga bahan
85,800.00 20,467.92 1,320.00 107,587.92
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
41 A.4.5.2.34. Pemasangan 1 m’ nok genteng beton A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN nok genteng keramik Paku biasa ½”-1” Semen portland pasir pasang cat exterior semen warna PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
42 A.4.6.1.22. Pemasangan 1 m’ lisplank A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN lisplang GRC cat exterior Paku 2”-3” PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
43 Pemasangan 1 m2 ornamen GRC A. TENAGA pekerja tukang batu kepala tukang mandor
%
oh oh oh oh
129,967.92
129,967.92 12,996.79 142,964.71
0.800 60,000.00 0.400 72,000.00 0.040 78,000.00 0.040 84,000.00 jumlah tenaga kerja
48,000.00 28,800.00 3,120.00 3,360.00 83,280.00
10.000
B.
C. D. E. F.
BAHAN GRC cetak cat exterior pola ornamen PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
44 Pemasangan 1 m2 GRC cetak A. TENAGA pekerja tukang batu kepala tukang mandor B.
C. D. E. F.
BAHAN GRC cetak cat exterior PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
m2 m2 ls
C. D. E. F.
BAHAN GRC cetak cat exterior PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
46 Pemasangan 1 m2 dinding bata expose A. TENAGA pekerja tukang batu kepala tukang mandor B.
C.
BAHAN bata expose Semen Portland Pasir Pasang Semen warna PERALATAN
792,000.00 102,339.60 198,000.00 1,092,339.60
1,175,619.60
1,175,619.60 117,561.96 1,293,181.56
oh oh oh oh
0.400 60,000.00 0.200 72,000.00 0.020 78,000.00 0.020 84,000.00 jumlah tenaga kerja
24,000.00 14,400.00 1,560.00 1,680.00 41,640.00
m2 m2
1.100 720,000.00 2.000 51,169.80 jumlah harga bahan
792,000.00 102,339.60 894,339.60
%
%
45 Pemasangan 1 unit sirip vertikal GRC finishing cat eksterior A. TENAGA pekerja oh tukang batu oh kepala tukang oh mandor oh B.
1.100 720,000.00 2.000 51,169.80 1.000 198,000.00 jumlah harga bahan
m2 m2
10.000
935,979.60
935,979.60 93,597.96 1,029,577.56
0.400 60,000.00 0.200 72,000.00 0.020 78,000.00 0.020 84,000.00 jumlah tenaga kerja
24,000.00 14,400.00 1,560.00 1,680.00 41,640.00
0.425 720,000.00 1.190 51,169.80 jumlah harga bahan
306,000.00 60,892.06 366,892.06
10.000
408,532.06
408,532.06 40,853.21 449,385.27
oh oh oh oh
0.450 60,000.00 0.225 72,000.00 0.023 78,000.00 0.023 84,000.00 jumlah tenaga kerja
27,000.00 16,200.00 1,755.00 1,890.00 46,845.00
bh kg m3 kg
75.000 3,600.00 9.300 1,740.00 0.018 145,200.00 1.940 7,200.00 jumlah harga bahan
270,000.00 16,182.00 2,613.60 13,968.00 302,763.60
%
10.000
D. E. F.
JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
%
10.000
349,608.60
349,608.60 34,960.86 384,569.46
47 A.4.6.1.5. Pembuatan dan pemasangan 1 m2 daun pintu panel, kayu kelas I atau II A. TENAGA
B.
pekerja tukang kayu kepala tukang mandor
oh oh oh oh
60,000.00 1.000 70,800.00 3.000 78,000.00 0.300 84,000.00 0.050 jumlah tenaga kerja
60,000.00 212,400.00 23,400.00 4,200.00 300,000.00
BAHAN Papan kayu jati kelas I Lem kayu
m3 kg
25,800,000.00 0.040 45,000.00 0.500 jumlah harga bahan
1,032,000.00 22,500.00 1,054,500.00
C. D.
PERALATAN JUMLAH (A+B+C)
E.
Overhead & Profit
F.
Harga Satuan Pekerjaan (D+E)
48 Pemasangan 1 unit pintu P1 A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen frame shape plat baja 1,2 mm kaca bening 6 mm jalusi flush bolts engsel lockcase lever handle asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
49 Pemasangan 1 unit pintu P2a A. TENAGA upah pasang B.
BAHAN kosen allumunium 4"x1¾"x1,5mm panel kayu jati 2 cm ram kayu jati 3.5/12 cm ram kayu jati 3.5/20 cm Klose kayu jati
1,354,500.00 dimasukkan di tiap2 analisa pintu/jendela 1,354,500.00 jumlah /m2 1,354,500.00 jumlah /m1 kayu 3.5/12 jumlah /m1 kayu 3.5/20 jumlah /m1 kayu 3.5/10 Klose kayu jati
162,540.00 270,900.00 135,450.00 26,006.40
jumlah /m1 grill kayu
16,152.41
oh
0.100 12,228,621.31 jumlah tenaga kerja
1,222,862.13 1,222,862.13
m1 m2 m2 m2 bh bh m2 m2 ls
5.800 180,000.00 5.880 1,131,840.00 0.138 126,000.00 4.320 900,000.00 2.000 114,000.00 6.000 66,000.00 0.138 132,000.00 4.320 516,000.00 1.000 122,286.21 jumlah harga bahan
1,044,000.00 6,655,219.20 17,402.11 3,888,000.00 228,000.00 396,000.00 18,230.78 2,229,120.00 122,286.21 14,598,258.31
15,821,120.44
15,821,120.44 1,582,112.04 17,403,232.48
oh
0.100 9,607,654.87 jumlah tenaga kerja
960,765.49 960,765.49
m1 m2 m1 m1 bh
8.900 1.646 9.800 1.500 6.000
%
10.000
186,000.00 1,354,500.00 162,540.00 270,900.00 26,006.40
1,655,400.00 2,229,642.45 1,592,892.00 406,350.00 156,038.40
ram jendela allumunium kaca bening 5 mm engsel flush bolts lever handle lockcase double cylinder casement stay silent melamin asesoris pendukung (skrup, fisher dll) C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
50 Pemasangan 1 unit pintu P2b A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm panel kayu jati 2 cm ram kayu jati 3.5/12 cm ram kayu jati 3.5/20 cm Klose kayu jati ram jendela allumunium rambuncis kaca bening 5 mm engsel flush bolts lever handle lockcase double cylinder casement stay silent melamin hollow 80 x 40 x 2mm asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
51 Pemasangan 1 unit pintu P3a A. TENAGA upah pasang B.
BAHAN kosen allumunium 4"x1¾"x1,5mm panel kayu jati 2 cm ram kayu jati 3.5/12 cm ram kayu jati 3.5/20 cm Klose kayu jati
m2 m2 bh bh unit unit unit bh m1 m2 ls
4.700 150,000.00 0.916 114,000.00 6.000 66,000.00 2.000 114,000.00 1.000 516,000.00 1.000 132,000.00 1.000 90,000.00 4.000 114,000.00 13.800 4,200.00 5.880 150,000.00 1.000 96,076.55 jumlah harga bahan
705,000.00 104,372.02 396,000.00 228,000.00 516,000.00 132,000.00 90,000.00 456,000.00 57,960.00 882,000.00 96,076.55 9,703,731.41
10,664,496.90
10,664,496.90 1,066,449.69 11,730,946.59
oh
0.100 9,844,654.87 jumlah tenaga kerja
984,465.49 984,465.49
m1 m2 m1 m1 bh m2 bh m2 bh bh unit unit unit bh m1 m2 m1 ls
8.900 186,000.00 1.646 1,354,500.00 9.800 162,540.00 1.500 270,900.00 6.000 26,006.40 4.700 150,000.00 2.000 42,000.00 0.916 114,000.00 6.000 66,000.00 2.000 114,000.00 1.000 516,000.00 1.000 132,000.00 1.000 90,000.00 4.000 114,000.00 13.800 4,200.00 5.880 150,000.00 7.500 20,400.00 1.000 98,446.55 jumlah harga bahan
1,655,400.00 2,229,642.45 1,592,892.00 406,350.00 156,038.40 705,000.00 84,000.00 104,372.02 396,000.00 228,000.00 516,000.00 132,000.00 90,000.00 456,000.00 57,960.00 882,000.00 153,000.00 98,446.55 9,943,101.41
%
%
oh
m1 m2 m1 m1 bh
10.000
10,927,566.90
10,927,566.90 1,092,756.69 12,020,323.59
0.100 12,601,381.13 jumlah tenaga kerja
1,260,138.11 1,260,138.11
10.000
6.637 4.140 14.642 1.848 6.000
186,000.00 1,354,500.00 162,540.00 270,900.00 26,006.40
1,234,482.00 5,607,630.00 2,379,910.68 500,623.20 156,038.40
kaca bening 5 mm engsel flush bolts lever handle lockcase melamin silent double cylinder asesoris pendukung (skrup, fisher dll) C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
52 Pemasangan 1 unit pintu P3b A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm panel kayu jati 2 cm ram kayu jati 3.5/12 cm ram kayu jati 3.5/20 cm Klose kayu jati kaca bening 5 mm engsel flush bolts lever handle lockcase melamin silent double cylinder asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
53 Pemasangan 1 unit pintu P3c A. TENAGA upah pasang B.
BAHAN kosen allumunium 4"x1¾"x1,5mm panel kayu jati 2 cm ram kayu jati 3.5/12 cm ram kayu jati 3.5/20 cm Klose kayu jati flush bolts engsel flush bolts lever handle lockcase melamin
m2 bh bh unit unit m2 m1 unit ls
0.262 114,000.00 6.000 66,000.00 2.000 114,000.00 1.000 516,000.00 1.000 132,000.00 8.501 150,000.00 13.274 4,200.00 1.000 90,000.00 1.000 126,013.81 jumlah harga bahan
29,826.05 396,000.00 228,000.00 516,000.00 132,000.00 1,275,120.00 55,750.80 90,000.00 126,013.81 12,727,394.94
10.000
13,987,533.05
13,987,533.05 1,398,753.31 15,386,286.36
oh
0.100 10,928,811.23 jumlah tenaga kerja
1,092,881.12 1,092,881.12
m1 m2 m1 m1 bh m2 bh bh unit unit m2 m1 unit ls
5.991 186,000.00 3.225 1,354,500.00 14.642 162,540.00 1.848 270,900.00 6.000 26,006.40 0.262 114,000.00 6.000 66,000.00 2.000 114,000.00 1.000 516,000.00 1.000 132,000.00 6.450 150,000.00 11.982 4,200.00 1.000 90,000.00 1.000 109,288.11 jumlah harga bahan
1,114,326.00 4,368,262.50 2,379,910.68 500,623.20 156,038.40 29,826.05 396,000.00 228,000.00 516,000.00 132,000.00 967,500.00 50,324.40 90,000.00 109,288.11 11,038,099.34
10.000
12,130,980.46
12,130,980.46 1,213,098.05 13,344,078.51
0.100 10,754,705.28 jumlah tenaga kerja
1,075,470.53 1,075,470.53
%
%
oh
m1 m2 m1 m1 bh m2 bh bh unit unit m2
5.888 3.010 14.642 1.848 6.000 2.000 6.000 2.000 1.000 1.000 6.020
186,000.00 1,354,500.00 162,540.00 270,900.00 26,006.40 114,000.00 66,000.00 114,000.00 516,000.00 132,000.00 150,000.00
1,095,168.00 4,077,045.00 2,379,910.68 500,623.20 156,038.40 228,000.00 396,000.00 228,000.00 516,000.00 132,000.00 903,000.00
silent double cylinder asesoris pendukung (skrup, fisher dll) C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
54 Pemasangan 1 unit pintu P4 A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram pintu allumunium ram jendela allumunium Klose kayu jati engsel silent lever handle lockcase double cylinder door closer kaca bening 5 mm asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
55 Pemasangan 1 unit pintu P5 A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kaca bening 12 mm Corner Lock Top Patch Floor hinge Corner Lock pull handle stainless asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
56 Pemasangan 1 unit pintu P6 A. TENAGA upah pasang B.
BAHAN kosen allumunium 4"x1¾"x1,5mm
m1 unit ls
12.600 4,200.00 1.000 90,000.00 1.000 107,547.05 jumlah harga bahan
52,920.00 90,000.00 107,547.05 10,862,252.33
10.000
11,937,722.86
11,937,722.86 1,193,772.29 13,131,495.15
oh
0.100 7,628,358.34 jumlah tenaga kerja
762,835.83 762,835.83
m1 m1 m1 bh bh m1 unit unit unit unit m2 ls
8.900 186,000.00 10.720 186,000.00 4.700 150,000.00 8.000 26,006.40 6.000 66,000.00 13.800 4,200.00 1.000 516,000.00 1.000 132,000.00 1.000 90,000.00 2.000 780,000.00 2.755 114,000.00 1.000 76,283.58 jumlah harga bahan
1,655,400.00 1,993,920.00 705,000.00 208,051.20 396,000.00 57,960.00 516,000.00 132,000.00 90,000.00 1,560,000.00 314,027.14 76,283.58 7,704,641.92
10.000
8,467,477.75
8,467,477.75 846,747.78 9,314,225.53
oh
0.100 10,089,600.00 jumlah tenaga kerja
1,008,960.00 1,008,960.00
m2 unit unit unit unit unit ls
3.780 480,000.00 2.000 492,000.00 2.000 153,600.00 2.000 2,100,000.00 2.000 492,000.00 2.000 900,000.00 1.000 100,896.00 jumlah harga bahan
1,814,400.00 984,000.00 307,200.00 4,200,000.00 984,000.00 1,800,000.00 100,896.00 10,190,496.00
%
%
11,199,456.00
11,199,456.00 1,119,945.60 12,319,401.60
oh
0.100 7,058,045.00 jumlah tenaga kerja
705,804.50 705,804.50
m1
5.200
967,200.00
%
10.000
186,000.00
panel kayu jati 2 cm ram kayu jati 3.5/12 cm ram kayu jati 3.5/20 cm Klose kayu jati kaca bening 5 mm engsel lever handle lockcase melamin door closer silent double cylinder asesoris pendukung (skrup, fisher dll) C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
57 Pemasangan 1 unit pintu P7a A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram pintu allumunium ram jendela allumunium Klose kayu jati kaca bening 5 mm engsel lever handle lockcase door closer silent double cylinder asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
58 Pemasangan 1 unit pintu P7b A. TENAGA upah pasang B.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram pintu allumunium ram jendela allumunium Klose kayu jati kaca bening 5 mm engsel lever handle lockcase door closer
m2 m1 m1 bh m2 bh unit unit m2 unit m1 unit ls
1.505 1,354,500.00 7.321 162,540.00 0.924 270,900.00 7.000 26,006.40 0.183 114,000.00 6.000 66,000.00 1.000 516,000.00 1.000 132,000.00 3.010 150,000.00 1.000 780,000.00 10.400 4,200.00 1.000 90,000.00 1.000 70,580.45 jumlah harga bahan
2,038,522.50 1,189,955.34 250,311.60 182,044.80 20,830.76 396,000.00 516,000.00 132,000.00 451,500.00 780,000.00 43,680.00 90,000.00 70,580.45 7,128,625.45
10.000
7,834,429.95
7,834,429.95 783,443.00 8,617,872.95
oh
0.100 4,811,315.83 jumlah tenaga kerja
481,131.58 481,131.58
m1 m2 m1 m1 m2 bh unit unit unit m1 unit ls
7.100 186,000.00 5.560 186,000.00 2.600 150,000.00 4.000 26,006.40 1.639 114,000.00 3.000 66,000.00 1.000 516,000.00 1.000 132,000.00 1.000 780,000.00 14.200 4,200.00 1.000 90,000.00 1.000 48,113.16 jumlah harga bahan
1,320,600.00 1,034,160.00 390,000.00 104,025.60 186,890.23 198,000.00 516,000.00 132,000.00 780,000.00 59,640.00 90,000.00 48,113.16 4,859,428.99
10.000
5,340,560.57
5,340,560.57 534,056.06 5,874,616.63
oh
0.100 4,727,398.20 jumlah tenaga kerja
472,739.82 472,739.82
m1 m2 m1 m1 m2 bh unit unit unit
7.000 5.560 2.400 4.000 1.396 3.000 1.000 1.000 1.000
%
%
186,000.00 186,000.00 150,000.00 26,006.40 114,000.00 66,000.00 516,000.00 132,000.00 780,000.00
1,302,000.00 1,034,160.00 360,000.00 104,025.60 159,132.60 198,000.00 516,000.00 132,000.00 780,000.00
silent double cylinder asesoris pendukung (skrup, fisher dll) C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
59 Pemasangan 1 unit pintu P8 A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram pintu allumunium Klose kayu jati kaca bening 5 mm engsel lever handle lockcase door closer silent hollow 80 x 40 x 2mm double cylinder asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
60 Pemasangan 1 unit pintu P9a A. TENAGA upah pasang B.
C. D. E. F.
BAHAN ram pintu allumunium kaca bening 5 mm rell allumunium pintu geser lever handle lockcase double cylinder asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
61 Pemasangan 1 unit pintu P9b A. TENAGA upah pasang B.
BAHAN ram pintu allumunium
m1 unit ls
12.400 4,200.00 1.000 90,000.00 1.000 47,273.98 jumlah harga bahan
52,080.00 90,000.00 47,273.98 4,774,672.18
10.000
5,247,412.00
5,247,412.00 524,741.20 5,772,153.20
oh
0.100 4,156,133.69 jumlah tenaga kerja
415,613.37 415,613.37
m1 m2 m1 m2 bh unit unit unit m1 m1 unit ls
5.200 186,000.00 5.560 186,000.00 4.000 26,006.40 1.318 114,000.00 3.000 66,000.00 1.000 516,000.00 1.000 132,000.00 1.000 780,000.00 10.400 4,200.00 6.900 20,400.00 1.000 90,000.00 1.000 41,561.34 jumlah harga bahan
967,200.00 1,034,160.00 104,025.60 150,308.09 198,000.00 516,000.00 132,000.00 780,000.00 43,680.00 140,760.00 90,000.00 41,561.34 4,197,695.02
10.000
4,613,308.39
4,613,308.39 461,330.84 5,074,639.23
oh
0.100 3,002,468.09 jumlah tenaga kerja
300,246.81 300,246.81
m2 m2 m1 unit unit unit ls
5.560 186,000.00 1.318 114,000.00 2.000 540,000.00 1.000 516,000.00 1.000 132,000.00 1.000 90,000.00 1.000 30,024.68 jumlah harga bahan
1,034,160.00 150,308.09 1,080,000.00 516,000.00 132,000.00 90,000.00 30,024.68 3,032,492.77
%
%
3,332,739.58
3,332,739.58 333,273.96 3,666,013.54
oh
0.100 3,138,740.09 jumlah tenaga kerja
313,874.01 313,874.01
m2
5.560
%
10.000
186,000.00
1,034,160.00
kaca bening 5 mm rell allumunium pintu geser lever handle lockcase hollow 80 x 40 x 2mm double cylinder asesoris pendukung (skrup, fisher dll) C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
62 Pemasangan 1 unit pintu P10 A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram pintu allumunium ram jendela allumunium Klose kayu jati engsel silent lever handle lockcase double cylinder door closer kaca bening 5 mm kisi-kisi alumunium kaca es 5 mm asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
63 Pemasangan 1 unit pintu P11 A. TENAGA upah pasang B.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram pintu allumunium ram jendela allumunium Klose kayu jati engsel silent lever handle lockcase double cylinder door closer kaca bening 5 mm kisi-kisi alumunium kaca es 5 mm
m2 m1 unit unit m1 unit ls
1.318 114,000.00 2.000 540,000.00 1.000 516,000.00 1.000 132,000.00 6.680 20,400.00 1.000 90,000.00 1.000 31,387.40 jumlah harga bahan
150,308.09 1,080,000.00 516,000.00 132,000.00 136,272.00 90,000.00 31,387.40 3,170,127.49
3,484,001.50
3,484,001.50 348,400.15 3,832,401.65
oh
0.100 6,360,117.12 jumlah tenaga kerja
636,011.71 636,011.71
m1 m1 m1 bh bh m1 unit unit unit unit m2 m1 m2 ls
7.100 186,000.00 8.280 186,000.00 2.600 150,000.00 4.000 26,006.40 3.000 66,000.00 12.600 4,200.00 1.000 516,000.00 1.000 132,000.00 1.000 90,000.00 1.000 780,000.00 0.326 114,000.00 7.436 150,000.00 0.636 132,000.00 1.000 63,601.17 jumlah harga bahan
1,320,600.00 1,540,080.00 390,000.00 104,025.60 198,000.00 52,920.00 516,000.00 132,000.00 90,000.00 780,000.00 37,118.40 1,115,400.00 83,973.12 63,601.17 6,423,718.29
10.000
7,059,730.00
7,059,730.00 705,973.00 7,765,703.00
0.100 6,724,768.32 jumlah tenaga kerja
672,476.83 672,476.83
%
%
oh
m1 m1 m1 bh bh m1 unit unit unit unit m2 m1 m2
10.000
7.300 8.880 2.800 4.000 3.000 12.800 1.000 1.000 1.000 1.000 0.370 8.536 0.750
186,000.00 186,000.00 150,000.00 26,006.40 66,000.00 4,200.00 516,000.00 132,000.00 90,000.00 780,000.00 114,000.00 150,000.00 132,000.00
1,357,800.00 1,651,680.00 420,000.00 104,025.60 198,000.00 53,760.00 516,000.00 132,000.00 90,000.00 780,000.00 42,134.40 1,280,400.00 98,968.32
asesoris pendukung (skrup, fisher dll) C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
64 Pemasangan 1 unit pintu P12 A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram pintu allumunium Klose kayu jati engsel silent lever handle lockcase double cylinder door closer kaca bening 5 mm kisi-kisi alumunium kaca es 5 mm asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
65 Pemasangan 1 unit pintu P13 A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram pintu allumunium Klose kayu jati engsel silent lever handle lockcase double cylinder door closer kisi-kisi alumunium kaca es 5 mm asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
66 Pemasangan 1 unit pintu P14 A. TENAGA
ls
1.000 67,247.68 jumlah harga bahan
67,247.68 6,792,016.00
7,464,492.84
7,464,492.84 746,449.28 8,210,942.12
oh
0.100 5,714,810.88 jumlah tenaga kerja
571,481.09 571,481.09
m1 m1 bh bh m1 unit unit unit unit m2 m1 m2 ls
6.000 186,000.00 8.280 186,000.00 4.000 26,006.40 3.000 66,000.00 10.400 4,200.00 1.000 516,000.00 1.000 132,000.00 1.000 90,000.00 1.000 780,000.00 0.324 114,000.00 7.436 150,000.00 0.324 132,000.00 1.000 57,148.11 jumlah harga bahan
1,116,000.00 1,540,080.00 104,025.60 198,000.00 43,680.00 516,000.00 132,000.00 90,000.00 780,000.00 36,899.52 1,115,400.00 42,725.76 57,148.11 5,771,958.99
10.000
6,343,440.08
6,343,440.08 634,344.01 6,977,784.08
oh
0.100 5,719,158.72 jumlah tenaga kerja
571,915.87 571,915.87
m1 m1 bh bh m1 unit unit unit unit m1 m2 ls
6.000 186,000.00 8.280 186,000.00 4.000 26,006.40 3.000 66,000.00 10.400 4,200.00 1.000 516,000.00 1.000 132,000.00 1.000 90,000.00 1.000 780,000.00 7.436 150,000.00 0.636 132,000.00 1.000 57,191.59 jumlah harga bahan
1,116,000.00 1,540,080.00 104,025.60 198,000.00 43,680.00 516,000.00 132,000.00 90,000.00 780,000.00 1,115,400.00 83,973.12 57,191.59 5,776,350.31
10.000
6,348,266.18 634,826.62 6,983,092.80
%
%
%
10.000
6,348,266.18
B.
C. D. E. F.
upah pasang
oh
0.100 6,048,793.92 jumlah tenaga kerja
604,879.39 604,879.39
BAHAN kosen allumunium 4"x1¾"x1,5mm ram pintu allumunium Klose kayu jati engsel silent lever handle lockcase double cylinder door closer kisi-kisi alumunium kaca es 5 mm asesoris pendukung (skrup, fisher dll)
m1 m1 bh bh m1 unit unit unit unit m1 m2 ls
6.200 186,000.00 8.880 186,000.00 4.000 26,006.40 3.000 66,000.00 10.600 4,200.00 1.000 516,000.00 1.000 132,000.00 1.000 90,000.00 1.000 780,000.00 8.536 150,000.00 0.750 132,000.00 1.000 60,487.94 jumlah harga bahan
1,153,200.00 1,651,680.00 104,025.60 198,000.00 44,520.00 516,000.00 132,000.00 90,000.00 780,000.00 1,280,400.00 98,968.32 60,487.94 6,109,281.86
10.000
6,714,161.25
6,714,161.25 671,416.13 7,385,577.38
oh
0.100 2,220,967.97 jumlah tenaga kerja
222,096.80 222,096.80
m1 m1 bh bh m1 unit unit unit m2 ls
3.500 186,000.00 3.100 186,000.00 2.000 26,006.40 2.000 66,000.00 5.800 4,200.00 1.000 516,000.00 1.000 132,000.00 1.000 90,000.00 0.356 132,000.00 1.000 22,209.68 jumlah harga bahan
651,000.00 576,600.00 52,012.80 132,000.00 24,360.00 516,000.00 132,000.00 90,000.00 46,995.17 22,209.68 2,243,177.65
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
67 Pemasangan 1 unit pintu P15a A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram pintu allumunium Klose kayu jati engsel silent lever handle lockcase double cylinder kaca es 5 mm asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
68 Pemasangan 1 unit pintu P15b A. TENAGA upah pasang B.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram pintu allumunium Klose kayu jati engsel silent lever handle lockcase double cylinder kaca es 5 mm
%
2,465,274.44
2,465,274.44 246,527.44 2,711,801.89
oh
0.100 2,308,510.37 jumlah tenaga kerja
230,851.04 230,851.04
m1 m1 bh bh m1 unit unit unit m2
3.700 3.300 2.000 2.000 6.000 1.000 1.000 1.000 0.449
688,200.00 613,800.00 52,012.80 132,000.00 25,200.00 516,000.00 132,000.00 90,000.00 59,297.57
%
10.000
186,000.00 186,000.00 26,006.40 66,000.00 4,200.00 516,000.00 132,000.00 90,000.00 132,000.00
asesoris pendukung (skrup, fisher dll) C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
69 Pemasangan 1 unit pintu lipat PL A. TENAGA upah pasang B.
C. D. E. F.
BAHAN rell pintu lipat ram kayu jati 3.5/12 cm Klose kayu jati engsel flush bolts lever handle lockcase double cylinder glasswool profil alumunium MDF 6mm asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
70 Pemasangan 1 unit jendela J1 A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca bening 5 mm casement stay rambuncis silent asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
71 Pemasangan 1 unit jendela J2a A. TENAGA upah pasang B.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca bening 5 mm
ls
1.000 23,085.10 jumlah harga bahan
23,085.10 2,331,595.47
2,562,446.51
2,562,446.51 256,244.65 2,818,691.16
oh
0.100 25,350,117.17 jumlah tenaga kerja
2,535,011.72 2,535,011.72
m1 m1 bh bh bh unit unit unit m2 m1 m2 ls
6.500 540,000.00 81.920 162,540.00 24.000 26,006.40 24.000 66,000.00 7.000 114,000.00 1.000 516,000.00 1.000 132,000.00 1.000 90,000.00 20.053 37,766.67 124.720 18,000.00 40.106 44,342.92 1.000 253,501.17 jumlah harga bahan
3,510,000.00 13,315,276.80 624,153.60 1,584,000.00 798,000.00 516,000.00 132,000.00 90,000.00 757,327.41 2,244,960.00 1,778,399.36 253,501.17 25,603,618.34
%
10.000
28,138,630.06
28,138,630.06 2,813,863.01 30,952,493.06
oh
0.100 2,463,598.29 jumlah tenaga kerja
246,359.83 246,359.83
m1 m1 m2 bh bh m1 ls
5.325 186,000.00 5.400 150,000.00 0.745 114,000.00 4.000 114,000.00 2.000 42,000.00 9.100 4,200.00 1.000 24,635.98 jumlah harga bahan
990,450.00 810,000.00 84,928.29 456,000.00 84,000.00 38,220.00 24,635.98 2,488,234.27
%
%
oh
m1 m1 m2
10.000
2,734,594.10
2,734,594.10 273,459.41 3,008,053.51
0.100 4,856,853.60 jumlah tenaga kerja
485,685.36 485,685.36
10.000
9.600 11.600 1.732
186,000.00 150,000.00 114,000.00
1,785,600.00 1,740,000.00 197,493.60
casement stay rambuncis silent asesoris pendukung (skrup, fisher dll) C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
72 Pemasangan 1 unit jendela J2b A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca bening 5 mm casement stay rambuncis silent hollow 80 x 40 x 2mm asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
73 Pemasangan 1 unit jendela J4A A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca es 5 mm casement stay rambuncis karet silent jalusi asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
74 Pemasangan 1 unit jendela J4B A. TENAGA upah pasang B.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium
bh bh m1 ls
8.000 114,000.00 4.000 42,000.00 12.800 4,200.00 1.000 48,568.54 jumlah harga bahan
912,000.00 168,000.00 53,760.00 48,568.54 4,905,422.14
%
10.000
5,391,107.50
5,391,107.50 539,110.75 5,930,218.25
oh
0.100 5,048,613.60 jumlah tenaga kerja
504,861.36 504,861.36
m1 m1 m2 bh bh m1 m1 ls
9.600 186,000.00 11.600 150,000.00 1.732 114,000.00 8.000 114,000.00 4.000 42,000.00 12.800 4,200.00 9.400 20,400.00 1.000 50,486.14 jumlah harga bahan
1,785,600.00 1,740,000.00 197,493.60 912,000.00 168,000.00 53,760.00 191,760.00 50,486.14 5,099,099.74
10.000
5,603,961.10
5,603,961.10 560,396.11 6,164,357.21
oh
0.100 2,151,529.78 jumlah tenaga kerja
215,152.98 215,152.98
m1 m1 m2 bh bh m1 m1 m2 ls
7.540 186,000.00 2.200 150,000.00 0.713 132,000.00 2.000 114,000.00 1.000 42,000.00 4.709 2,160.00 10.680 4,200.00 0.590 900,000.00 1.000 21,515.30 jumlah harga bahan
1,402,440.00 330,000.00 94,063.20 228,000.00 42,000.00 10,170.58 44,856.00 530,820.00 21,515.30 2,703,865.07
10.000
2,919,018.05
2,919,018.05 291,901.81 3,210,919.86
oh
0.100 2,221,513.78 jumlah tenaga kerja
222,151.38 222,151.38
m1 m1
7.900 2.200
%
%
186,000.00 150,000.00
1,469,400.00 330,000.00
kaca es 5 mm casement stay rambuncis karet silent jalusi asesoris pendukung (skrup, fisher dll) C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
75 Pemasangan 1 unit jendela J6a A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca es 5 mm casement stay rambuncis silent asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
76 Pemasangan 1 unit jendela J6b A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca es 5 mm casement stay rambuncis silent asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
77 Pemasangan 1 unit jendela J3 A. TENAGA upah pasang B.
BAHAN kosen allumunium 4"x1¾"x1,5mm kaca es 5 mm
m2 bh bh m1 m1 m2 ls
0.713 132,000.00 2.000 114,000.00 1.000 42,000.00 4.709 2,160.00 11.400 4,200.00 0.843 900,000.00 1.000 22,215.14 jumlah harga bahan
94,063.20 228,000.00 42,000.00 10,170.58 47,880.00 758,340.00 22,215.14 3,002,068.91
10.000
3,224,220.29
3,224,220.29 322,422.03 3,546,642.32
oh
0.100 1,600,468.27 jumlah tenaga kerja
160,046.83 160,046.83
m1 m1 m2 bh bh m1 ls
4.500 186,000.00 2.300 150,000.00 0.838 132,000.00 2.000 114,000.00 1.000 42,000.00 9.000 4,200.00 1.000 16,004.68 jumlah harga bahan
837,000.00 345,000.00 110,668.27 228,000.00 42,000.00 37,800.00 16,004.68 1,616,472.95
%
1,776,519.78
1,776,519.78 177,651.98 1,954,171.76
oh
0.100 1,557,408.67 jumlah tenaga kerja
155,740.87 155,740.87
m1 m1 m2 bh bh m1 ls
4.400 186,000.00 2.200 150,000.00 0.773 132,000.00 2.000 114,000.00 1.000 42,000.00 8.800 4,200.00 1.000 15,574.09 jumlah harga bahan
818,400.00 330,000.00 102,048.67 228,000.00 42,000.00 36,960.00 15,574.09 1,572,982.76
%
10.000
1,728,723.63
1,728,723.63 172,872.36 1,901,595.99
oh
0.100 1,927,448.49 jumlah tenaga kerja
192,744.85 192,744.85
m1 m2
5.610 0.601
%
10.000
186,000.00 132,000.00
1,043,460.00 79,384.80
silent kisi-kisi alumunium asesoris pendukung (skrup, fisher dll) C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
78 Pemasangan 1 unit jendela J5 A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca es 5 mm casement stay rambuncis silent kisi-kisi alumunium asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
79 Pemasangan 1 unit jendela J7a A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca es 5 mm casement stay rambuncis silent kisi-kisi alumunium asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
80 Pemasangan 1 unit jendela J7b A. TENAGA upah pasang B.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca es 5 mm casement stay
m1 m1 ls
8.880 4,200.00 5.115 150,000.00 1.000 19,274.48 jumlah harga bahan
37,296.00 767,307.69 19,274.48 1,946,722.98
2,139,467.83
2,139,467.83 213,946.78 2,353,414.61
oh
0.100 3,537,113.29 jumlah tenaga kerja
353,711.33 353,711.33
m1 m1 m2 bh bh m1 m1 ls
6.300 186,000.00 2.200 150,000.00 0.773 132,000.00 2.000 114,000.00 1.000 42,000.00 11.400 4,200.00 10.769 150,000.00 1.000 35,371.13 jumlah harga bahan
1,171,800.00 330,000.00 102,048.67 228,000.00 42,000.00 47,880.00 1,615,384.62 35,371.13 3,572,484.42
10.000
3,926,195.75
3,926,195.75 392,619.57 4,318,815.32
oh
0.100 8,439,626.79 jumlah tenaga kerja
843,962.68 843,962.68
m1 m1 m2 bh bh m1 m1 ls
15.500 186,000.00 5.800 150,000.00 1.719 132,000.00 4.000 114,000.00 2.000 42,000.00 17.500 4,200.00 25.641 150,000.00 1.000 84,396.27 jumlah harga bahan
2,883,000.00 870,000.00 226,972.94 456,000.00 84,000.00 73,500.00 3,846,153.85 84,396.27 8,524,023.06
%
10.000
%
%
oh
m1 m1 m2 bh
10.000
9,367,985.74
9,367,985.74 936,798.57 10,304,784.31
0.100 8,179,802.17 jumlah tenaga kerja
817,980.22 817,980.22
15.400 5.800 1.719 4.000
186,000.00 150,000.00 132,000.00 114,000.00
2,864,400.00 870,000.00 226,972.94 456,000.00
rambuncis silent kisi-kisi alumunium asesoris pendukung (skrup, fisher dll) C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
81 Pemasangan 1 unit jendela J7c A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca es 5 mm casement stay rambuncis silent kisi-kisi alumunium asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
82 Pemasangan 1 unit jendela J8a A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca es 5 mm casement stay rambuncis silent asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
83 Pemasangan 1 unit jendela J8b A. TENAGA upah pasang B.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca es 5 mm casement stay
bh m1 m1 ls
2.000 42,000.00 17.300 4,200.00 24.038 150,000.00 1.000 81,798.02 jumlah harga bahan
84,000.00 72,660.00 3,605,769.23 81,798.02 8,261,600.20
%
10.000
9,079,580.41
9,079,580.41 907,958.04 9,987,538.46
oh
0.100 7,660,152.94 jumlah tenaga kerja
766,015.29 766,015.29
m1 m1 m2 bh bh m1 m1 ls
15.200 186,000.00 5.800 150,000.00 1.719 132,000.00 4.000 114,000.00 2.000 42,000.00 16.900 4,200.00 20.833 150,000.00 1.000 76,601.53 jumlah harga bahan
2,827,200.00 870,000.00 226,972.94 456,000.00 84,000.00 70,980.00 3,125,000.00 76,601.53 7,736,754.47
10.000
8,502,769.77
8,502,769.77 850,276.98 9,353,046.74
oh
0.100 4,271,942.54 jumlah tenaga kerja
427,194.25 427,194.25
m1 m1 m2 bh bh m1 ls
12.900 186,000.00 5.100 150,000.00 3.752 132,000.00 4.000 114,000.00 2.000 42,000.00 17.200 4,200.00 1.000 42,719.43 jumlah harga bahan
2,399,400.00 765,000.00 495,302.54 456,000.00 84,000.00 72,240.00 42,719.43 4,314,661.97
%
10.000
4,741,856.22
4,741,856.22 474,185.62 5,216,041.85
0.100 4,271,942.54 jumlah tenaga kerja
427,194.25 427,194.25
%
oh
m1 m1 m2 bh
12.900 5.100 3.752 4.000
186,000.00 150,000.00 132,000.00 114,000.00
2,399,400.00 765,000.00 495,302.54 456,000.00
rambuncis silent asesoris pendukung (skrup, fisher dll) C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
84 Pemasangan 1 unit jendela J9a A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca es 5 mm casement stay rambuncis silent asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
85 Pemasangan 1 unit jendela J9b A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca es 5 mm casement stay rambuncis silent asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
86 Pemasangan 1 unit jendela J15 A. TENAGA upah pasang B.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca es 5 mm casement stay rambuncis silent
bh m1 ls
2.000 42,000.00 17.200 4,200.00 1.000 42,719.43 jumlah harga bahan
84,000.00 72,240.00 42,719.43 4,314,661.97
10.000
4,741,856.22
4,741,856.22 474,185.62 5,216,041.85
oh
0.100 2,336,742.07 jumlah tenaga kerja
233,674.21 233,674.21
m1 m1 m2 bh bh m1 ls
7.525 186,000.00 2.350 150,000.00 1.636 132,000.00 2.000 114,000.00 2.000 42,000.00 13.500 4,200.00 1.000 23,367.42 jumlah harga bahan
1,399,650.00 352,500.00 215,892.07 228,000.00 84,000.00 56,700.00 23,367.42 2,360,109.49
%
10.000
2,593,783.70
2,593,783.70 259,378.37 2,853,162.07
oh
0.100 1,670,950.97 jumlah tenaga kerja
167,095.10 167,095.10
m1 m1 m2 bh bh m1 ls
3.189 186,000.00 2.926 150,000.00 2.328 132,000.00 2.000 114,000.00 1.000 42,000.00 14.652 4,200.00 1.000 16,709.51 jumlah harga bahan
593,154.00 438,900.00 307,358.57 228,000.00 42,000.00 61,538.40 16,709.51 1,687,660.48
%
10.000
1,854,755.57
1,854,755.57 185,475.56 2,040,231.13
0.100 3,313,552.94 jumlah tenaga kerja
331,355.29 331,355.29
%
oh
m1 m1 m2 bh bh m1
8.700 5.800 1.719 4.000 2.000 13.900
186,000.00 150,000.00 132,000.00 114,000.00 42,000.00 4,200.00
1,618,200.00 870,000.00 226,972.94 456,000.00 84,000.00 58,380.00
asesoris pendukung (skrup, fisher dll) C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
87 Pemasangan 1 unit jendela J16 A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm kaca es 5 mm silent asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
88 Pemasangan 1 unit jendela J17 A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm kaca es 5 mm silent asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
89 Pemasangan 1 unit jendela J18a A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca es 5 mm casement stay rambuncis silent asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
90 Pemasangan 1 unit jendela J18b
ls
1.000 33,135.53 jumlah harga bahan
33,135.53 3,346,688.47
3,678,043.77
3,678,043.77 367,804.38 4,045,848.14
oh
0.100 2,252,763.60 jumlah tenaga kerja
225,276.36 225,276.36
m1 m2 m1 ls
9.550 186,000.00 3.132 132,000.00 15.000 4,200.00 1.000 22,527.64 jumlah harga bahan
1,776,300.00 413,463.60 63,000.00 22,527.64 2,275,291.24
%
10.000
2,500,567.60
2,500,567.60 250,056.76 2,750,624.36
oh
0.100 1,495,900.80 jumlah tenaga kerja
149,590.08 149,590.08
m1 m2 m1 ls
6.300 186,000.00 2.054 132,000.00 12.600 4,200.00 1.000 14,959.01 jumlah harga bahan
1,171,800.00 271,180.80 52,920.00 14,959.01 1,510,859.81
%
10.000
1,660,449.89
1,660,449.89 166,044.99 1,826,494.88
oh
0.100 3,399,860.47 jumlah tenaga kerja
339,986.05 339,986.05
m1 m1 m2 bh bh m1 ls
12.475 186,000.00 2.750 150,000.00 2.117 132,000.00 2.000 114,000.00 2.000 42,000.00 18.000 4,200.00 1.000 33,998.60 jumlah harga bahan
2,320,350.00 412,500.00 279,410.47 228,000.00 84,000.00 75,600.00 33,998.60 3,433,859.08
%
10.000
3,773,845.12 377,384.51 4,151,229.64
%
10.000
3,773,845.12
A.
B.
C. D. E. F.
TENAGA upah pasang
oh
0.100 3,399,860.47 jumlah tenaga kerja
339,986.05 339,986.05
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca es 5 mm casement stay rambuncis silent asesoris pendukung (skrup, fisher dll)
m1 m1 m2 bh bh m1 ls
12.475 186,000.00 2.750 150,000.00 2.117 132,000.00 2.000 114,000.00 2.000 42,000.00 18.000 4,200.00 1.000 33,998.60 jumlah harga bahan
2,320,350.00 412,500.00 279,410.47 228,000.00 84,000.00 75,600.00 33,998.60 3,433,859.08
%
10.000
3,773,845.12
3,773,845.12 377,384.51 4,151,229.64
oh
0.100 6,545,081.47 jumlah tenaga kerja
654,508.15 654,508.15
m1 m1 m2 bh bh m1 ls
18.734 186,000.00 11.936 150,000.00 4.796 132,000.00 4.000 114,000.00 2.000 42,000.00 23.100 4,200.00 1.000 65,450.81 jumlah harga bahan
3,484,524.00 1,790,400.00 633,137.47 456,000.00 84,000.00 97,020.00 65,450.81 6,610,532.29
%
10.000
7,265,040.43
7,265,040.43 726,504.04 7,991,544.48
oh
0.100 6,615,164.40 jumlah tenaga kerja
661,516.44 661,516.44
m1 m2 m1 ls
27.250 186,000.00 10.782 132,000.00 29.400 4,200.00 1.000 66,151.64 jumlah harga bahan
5,068,500.00 1,423,184.40 123,480.00 66,151.64 6,681,316.04
%
10.000
7,342,832.48
7,342,832.48 734,283.25 8,077,115.73
0.100 10,312,996.18 jumlah tenaga kerja
1,031,299.62 1,031,299.62
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
91 Pemasangan 1 unit jendela J10 A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca es 5 mm casement stay rambuncis silent asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
92 Pemasangan 1 unit jendela J11 A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm kaca es 5 mm silent asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
93 Pemasangan 1 unit jendela J12 A. TENAGA upah pasang B.
BAHAN kosen allumunium 4"x1¾"x1,5mm
oh
m1
19.500
186,000.00
3,627,000.00
ram jendela allumunium kaca es 5 mm casement stay rambuncis silent asesoris pendukung (skrup, fisher dll) C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
94 Pemasangan 1 unit jendela J12b A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca es 5 mm casement stay rambuncis silent asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
95 Pemasangan 1 unit jendela J13 A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium kaca bening 5 mm casement stay rambuncis silent karet asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
96 Pemasangan 1 unit jendela J14 A. TENAGA upah pasang B.
BAHAN kosen allumunium 4"x1¾"x1,5mm ram jendela allumunium
m1 m2 bh bh m1 ls
25.800 150,000.00 4.270 132,000.00 16.000 114,000.00 8.000 42,000.00 22.000 4,200.00 1.000 103,129.96 jumlah harga bahan
3,870,000.00 563,596.18 1,824,000.00 336,000.00 92,400.00 103,129.96 10,416,126.14
%
10.000
11,447,425.76
11,447,425.76 1,144,742.58 12,592,168.33
oh
0.100 12,188,864.64 jumlah tenaga kerja
1,218,886.46 1,218,886.46
m1 m1 m2 bh bh m1 ls
29.000 186,000.00 22.800 150,000.00 8.364 132,000.00 16.000 114,000.00 8.000 42,000.00 26.400 4,200.00 1.000 121,888.65 jumlah harga bahan
5,394,000.00 3,420,000.00 1,103,984.64 1,824,000.00 336,000.00 110,880.00 121,888.65 12,310,753.29
%
10.000
13,529,639.75
13,529,639.75 1,352,963.98 14,882,603.73
oh
0.100 10,976,779.20 jumlah tenaga kerja
1,097,677.92 1,097,677.92
m1 m1 m2 bh bh m1 m1 ls
26.000 186,000.00 20.000 150,000.00 6.451 114,000.00 16.000 114,000.00 8.000 42,000.00 40.600 4,200.00 34.640 2,160.00 1.000 109,767.79 jumlah harga bahan
4,836,000.00 3,000,000.00 735,436.80 1,824,000.00 336,000.00 170,520.00 74,822.40 109,767.79 11,086,546.99
10.000
12,184,224.91
12,184,224.91 1,218,422.49 13,402,647.40
oh
0.100 1,782,052.94 jumlah tenaga kerja
178,205.29 178,205.29
m1 m1
4.450 4.100
827,700.00 615,000.00
%
186,000.00 150,000.00
kaca es 5 mm casement stay rambuncis silent asesoris pendukung (skrup, fisher dll) C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
97 Pemasangan 1 unit curtain wall A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kaca tempered grey reflection tebal 8mm rangka alumunium vertikal rangka alumunium horisontal silent asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
98 Pemasangan 1 unit kisi kisi KS A. TENAGA upah pasang B.
C. D. E. F.
BAHAN kosen allumunium 4"x1¾"x1,5mm silent skrup & fisher kisi-kisi alumunium asesoris pendukung (skrup, fisher dll) PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
m2 bh bh m1 ls
0.264 132,000.00 2.000 114,000.00 1.000 42,000.00 8.200 4,200.00 1.000 17,820.53 jumlah harga bahan
34,912.94 228,000.00 42,000.00 34,440.00 17,820.53 1,799,873.47
1,978,078.77
1,978,078.77 197,807.88 2,175,886.64
oh
0.100 54,240,780.00 jumlah tenaga kerja
5,424,078.00 5,424,078.00
m2 m1 m1 m1 ls
70.653 540,000.00 47.900 180,000.00 38.350 180,000.00 134.150 4,200.00 1.000 542,407.80 jumlah harga bahan
38,152,350.00 8,622,000.00 6,903,000.00 563,430.00 542,407.80 54,783,187.80
%
10.000
60,207,265.80
60,207,265.80 6,020,726.58 66,227,992.38
oh
0.100 1,709,603.08 jumlah tenaga kerja
170,960.31 170,960.31
m1 m1 bh m1 ls
3.800 186,000.00 6.400 4,200.00 8.000 3,000.00 6.346 150,000.00 1.000 17,096.03 jumlah harga bahan
706,800.00 26,880.00 24,000.00 951,923.08 17,096.03 1,726,699.11
%
%
10.000
10.000
1,897,659.42
1,897,659.42 189,765.94 2,087,425.36
Daftar Analisa no
jenis pekerjaan satuan 1 A. 2.2.1.4. Pengukuran dan pemasangan 1 m’ Bouwplank A. TENAGA pekerja oh tukang kayu oh kepala tukang oh mandor oh B.
C. D. E. F.
BAHAN Kayu balok 5/7 Paku 2”-3” Kayu papan 3/20 PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
2 Pembuatan dan pemasangan 1 unit papan nama A. TENAGA pekerja tukang kayu kepala tukang mandor B.
C. D. E. F.
BAHAN Balok kayu kelas II Paku 2”-3” cat besi Kayu papan 3/20 PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
3 A. 2.2.1.9. Pembersihan 1 m2 lapangan dan perataan A. TENAGA pekerja mandor B. C. D. E. F.
BAHAN PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
4 A.2.2.1.13. Pembongkaran 1 m3 beton bertulang A. TENAGA pekerja mandor B. C.
BAHAN PERALATAN
m3 kg m3
volume
harga satuan
jumlah harga
0.100 60,000.00 0.100 70,800.00 0.010 78,000.00 0.005 84,000.00 jumlah tenaga kerja
6,000.00 7,080.00 780.00 420.00 14,280.00
0.011 4,620,000.00 0.020 26,400.00 0.007 1,380,000.00 jumlah harga bahan
48,510.00 528.00 9,660.00 58,698.00
72,978.00
72,978.00 7,297.80 80,275.80
oh oh oh oh
1.100 60,000.00 1.100 70,800.00 0.110 78,000.00 0.055 84,000.00 jumlah tenaga kerja
66,000.00 77,880.00 8,580.00 4,620.00 157,080.00
m3 kg kg m3
0.130 2,700,000.00 0.330 26,400.00 2.500 90,000.00 0.045 1,380,000.00 jumlah harga bahan
351,000.00 8,712.00 225,000.00 62,100.00 646,812.00
%
%
oh oh
10.000
803,892.00
803,892.00 80,389.20 884,281.20
0.100 60,000.00 0.050 84,000.00 jumlah tenaga kerja
6,000.00 4,200.00 10,200.00
10.000
%
10.000
10,200.00
10,200.00 1,020.00 11,220.00
oh oh
13.334 60,000.00 0.666 84,000.00 jumlah tenaga kerja
800,040.00 55,944.00 855,984.00
D. E. F.
JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E) potong kepala bor pile
%
10.000
855,984.00
ttk
0.339
941,582.40
855,984.00 85,598.40 941,582.40 319,422.41
0.050 60,000.00 0.100 70,800.00 0.005 78,000.00 0.005 84,000.00 jumlah tenaga kerja
3,000.00 7,080.00 390.00 420.00 10,890.00
0.313 21,000.00 0.018 4,620,000.00 0.030 26,400.00 1.250 1,740.00 0.003 145,200.00 0.005 282,000.00 0.125 90,000.00 0.030 21,600.00 jumlah harga bahan
6,562.50 83,160.00 792.00 2,175.00 363.00 1,269.00 11,250.00 648.00 106,219.50
5 Pembuatan 1m2 pagar sementara dari seng gelombang tinggi 2 meter A. TENAGA pekerja oh Tukang kayu oh kepala tukang oh mandor oh B.
C. D. E. F.
BAHAN Dolken kayu diameter 8-10/400 cm kayu Paku 2”-3” Semen Portland Pasir beton spliet 2-3 cm Seng gelombang meni besi PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
btg m3 kg kg m3 m3 lbr ltr
%
6 A. 2.2.1.5. Pembuatan 1 m2 kantor sementara lantai plesteran A. TENAGA pekerja oh Tukang kayu oh tukang batu oh kepala tukang oh mandor oh B.
C. D. E. F.
BAHAN Dolken kayu diameter 8-10/400 cm kayu Paku 2”-3” Besi strip Semen Portland Pasir pasang Pasir beton spliet 2-3 cm Bata merah Seng plat Jendela naco Kaca polos Kunci tanam Plywood 4mm PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
btg m3 kg kg kg m3 m3 m3 bh lbr bh m2 bh lbr
%
117,109.50
117,109.50 11,710.95 128,820.45
2.000 60,000.00 2.000 70,800.00 1.000 72,000.00 0.300 78,000.00 0.050 84,000.00 jumlah tenaga kerja
120,000.00 141,600.00 72,000.00 23,400.00 4,200.00 361,200.00
1.250 21,000.00 0.180 4,620,000.00 0.080 26,400.00 1.100 15,000.00 35.000 1,740.00 0.150 145,200.00 0.100 145,200.00 0.150 282,000.00 30.000 960.00 0.250 45,000.00 0.200 90,000.00 0.080 102,000.00 0.150 90,000.00 0.060 107,400.00 jumlah harga bahan
26,250.00 831,600.00 2,112.00 16,500.00 60,900.00 21,780.00 14,520.00 42,300.00 28,800.00 11,250.00 18,000.00 8,160.00 13,500.00 6,444.00 1,102,116.00
10.000
1,463,316.00 146,331.60 1,609,647.60
10.000
1,463,316.00
7 A.2.3.1.1. Penggalian 1 m3 tanah biasa sedalam 1 m A. TENAGA pekerja mandor B. C. D. E. F.
BAHAN PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
8 A.2.3.1.3. Menggali 1 m3 tanah biasa sedalam 3 m A. TENAGA pekerja mandor B. C. D. E. F.
BAHAN PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
9 urug tanah kembali 1 m3 A. TENAGA pekerja mandor B. C. D. E. F.
BAHAN PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
10 A.2.3.1.10. Pemadatan tanah 1 m3 tanah ( per 20 cm) A. TENAGA pekerja mandor B. C. D. E. F.
BAHAN PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
11 A.2.3.1.11. Pengurugan 1 m3 dengan pasir A. TENAGA pekerja mandor B.
C. D. E. F.
BAHAN Pasir pasang PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
oh oh
%
oh oh
%
oh oh
%
oh oh
0.750 60,000.00 0.025 84,000.00 jumlah tenaga kerja
45,000.00 2,100.00 47,100.00
47,100.00
47,100.00 4,710.00 51,810.00
1.050 60,000.00 0.067 84,000.00 jumlah tenaga kerja
63,000.00 5,628.00 68,628.00
10.000
68,628.00
68,628.00 6,862.80 75,490.80
0.250 60,000.00 0.008 84,000.00 jumlah tenaga kerja
15,000.00 700.00 15,700.00
10.000
15,700.00
15,700.00 1,570.00 17,270.00
0.500 60,000.00 0.050 84,000.00 jumlah tenaga kerja
30,000.00 4,200.00 34,200.00
10.000
34,200.00
34,200.00 3,420.00 37,620.00
oh oh
0.300 60,000.00 0.010 84,000.00 jumlah tenaga kerja
18,000.00 840.00 18,840.00
m3
1.200 145,200.00 jumlah harga bahan
174,240.00 174,240.00
%
%
10.000
10.000
193,080.00
193,080.00 19,308.00 212,388.00
12 A.2.3.1.8. Pembuangan 1 m3 tanah sejauh 30 meter A. TENAGA pekerja mandor B.
BAHAN
C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
oh oh
%
0.330 60,000.00 0.010 84,000.00 jumlah tenaga kerja
10.000
20,640.00
13 A.A.4.1.1.4 Membuat 1 m3 lantai kerja beton mutu f’c = 7,4 MPa (K 100), slump (3-6) cm, w/c = 0,87 TENAGA pekerja oh 1.200 60,000.00 tukang batu oh 0.200 72,000.00 kepala tukang oh 0.020 78,000.00 mandor oh 0.060 84,000.00 jumlah tenaga kerja B. BAHAN air ltr 200.000 60.00 Semen portland kg 230.000 1,740.00 spliet 2-3 cm m3 0.761 282,000.00 Pasir beton m3 0.638 145,200.00 jumlah harga bahan C. PERALATAN D. JUMLAH (A+B+C) E. Overhead & Profit % 10.000 812,345.75 F. Harga Satuan Pekerjaan (D+E) 14 A.4.1.1.10. Membuat 1 m3 beton mutu f’c = 26,4 MPa (K 300), slump (12 ± 2) cm, w/c = 0,52 TENAGA pekerja oh 1.650 60,000.00 tukang batu oh 0.275 72,000.00 kepala tukang oh 0.028 78,000.00 mandor oh 0.083 84,000.00 jumlah tenaga kerja B. BAHAN air ltr 215.000 60.00 Semen portland kg 413.000 1,740.00 spliet 2-3 cm m3 0.756 282,000.00 Pasir beton m3 0.486 145,200.00 jumlah harga bahan C. PERALATAN D. JUMLAH (A+B+C) E. Overhead & Profit % 10.000 1,143,380.98 F. Harga Satuan Pekerjaan (D+E) 15 A.4.1.1.12. Membuat 1 m3 beton mutu f’c= 31,2 MPa (K 350), slump (12 ±2) cm, w/c = 0,48 TENAGA pekerja oh 2.100 60,000.00 tukang batu oh 0.350 72,000.00 kepala tukang oh 0.035 78,000.00 mandor oh 0.105 84,000.00 jumlah tenaga kerja
19,800.00 840.00 20,640.00
20,640.00 2,064.00 22,704.00
72,000.00 14,400.00 1,560.00 5,040.00 93,000.00 12,000.00 400,200.00 214,528.89 92,616.86 719,345.75 812,345.75 81,234.57 893,580.32
99,000.00 19,800.00 2,184.00 6,972.00 127,956.00 12,900.00 718,620.00 213,275.56 70,629.43 1,015,424.98 1,143,380.98 114,338.10 1,257,719.08
126,000.00 25,200.00 2,730.00 8,820.00 162,750.00
B.
C. D. E. F.
BAHAN air Semen portland spliet 2-3 cm Pasir beton PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
ltr kg m3 m3
%
16 A.4.1.1.17 Pembesian 10 kg dengan besi polos atau besi ulir TENAGA pekerja oh tukang besi oh kepala tukang oh mandor oh B.
C. D. E. F.
BAHAN Besi beton Kawat beton PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
17 A.4.1.1.20 Pemasangan 1 m2 bekisting untuk pondasi TENAGA pekerja tukang kayu kepala tukang mandor B.
C. D. E. F.
BAHAN Kayu kelas III Paku 2”-3” Minyak bekisting
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E) 2x pakai
18 A.4.1.1.21 Pemasangan 1 m2 bekisting untuk sloof TENAGA pekerja tukang kayu kepala tukang mandor B.
BAHAN Kayu kelas III Paku 2”-3” Minyak bekisting
kg kg
215.000 60.00 448.000 1,740.00 0.714 282,000.00 0.494 145,200.00 jumlah harga bahan
12,900.00 779,520.00 201,428.57 71,739.56 1,065,588.13
1,228,338.13
1,228,338.13 122,833.81 1,351,171.94
0.070 60,000.00 0.070 72,000.00 0.007 78,000.00 0.004 84,000.00 jumlah tenaga kerja
4,200.00 5,040.00 546.00 336.00 10,122.00
10.500 10,200.00 0.150 16,800.00 jumlah harga bahan
107,100.00 2,520.00 109,620.00
10.000
jumlah pembesian /kg
119,742.00 11,974.20 131,716.20 13,171.62
oh oh oh oh
0.520 60,000.00 0.260 70,800.00 0.026 78,000.00 0.026 84,000.00 jumlah tenaga kerja
31,200.00 18,408.00 2,028.00 2,184.00 53,820.00
m3 kg ltr
0.040 2,622,000.00 0.300 26,400.00 0.100 6,600.00 jumlah harga bahan 1xpakai jumlah harga bahan 2xpakai
104,880.00 7,920.00 660.00 113,460.00 56,730.00
%
10.000
119,742.00
110,550.00
110,550.00 11,055.00 121,605.00
oh oh oh oh
0.520 60,000.00 0.260 70,800.00 0.026 78,000.00 0.026 84,000.00 jumlah tenaga kerja
31,200.00 18,408.00 2,028.00 2,184.00 53,820.00
m3 kg ltr
0.045 0.300 0.100
%
10.000
2,622,000.00 26,400.00 6,600.00
117,990.00 7,920.00 660.00
jumlah harga bahan 1xpakai jumlah harga bahan 2xpakai C. D. E. F.
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E) 2x pakai
19 A.4.1.1.22 Pemasangan 1 m2 bekisting untuk kolom TENAGA pekerja tukang kayu kepala tukang mandor B.
C. D. E. F.
BAHAN Kayu kelas III Paku 2”-3” Minyak bekisting Balok kayu kelas II Plywood tebal 9 mm Dolken kayu diameter 8-10/400 cm
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E) 2x pakai
20 A.4.1.1.23 Pemasangan 1 m2 bekisting untuk balok TENAGA pekerja tukang kayu kepala tukang mandor B.
C. D. E. F.
BAHAN Kayu kelas III Paku 2”-3” Minyak bekisting Balok kayu kelas II Plywood tebal 9 mm Dolken kayu diameter 8-10/400 cm
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E) 2x pakai
21 A.4.1.1.24 Pemasangan 1 m2 bekisting untuk lantai TENAGA pekerja tukang kayu kepala tukang mandor
126,570.00 63,285.00
117,105.00
117,105.00 11,710.50 128,815.50
oh oh oh oh
0.660 60,000.00 0.330 70,800.00 0.033 78,000.00 0.033 84,000.00 jumlah tenaga kerja
39,600.00 23,364.00 2,574.00 2,772.00 68,310.00
m3 kg ltr m3 lbr btg
0.040 2,622,000.00 0.400 26,400.00 0.200 6,600.00 0.015 2,700,000.00 0.350 144,000.00 2.000 21,000.00 jumlah harga bahan 1xpakai jumlah harga bahan 4xpakai
104,880.00 10,560.00 1,320.00 40,500.00 50,400.00 42,000.00 249,660.00 62,415.00
%
10.000
130,725.00
130,725.00 13,072.50 143,797.50
oh oh oh oh
0.660 60,000.00 0.330 70,800.00 0.033 78,000.00 0.033 84,000.00 jumlah tenaga kerja
39,600.00 23,364.00 2,574.00 2,772.00 68,310.00
m3 kg ltr m3 lbr btg
0.040 2,622,000.00 0.400 26,400.00 0.200 6,600.00 0.018 2,700,000.00 0.350 144,000.00 2.000 21,000.00 jumlah harga bahan 1xpakai jumlah harga bahan 3xpakai
104,880.00 10,560.00 1,320.00 48,600.00 50,400.00 42,000.00 257,760.00 85,920.00
%
%
oh oh oh oh
10.000
154,230.00
154,230.00 15,423.00 169,653.00
0.660 60,000.00 0.330 70,800.00 0.033 78,000.00 0.033 84,000.00 jumlah tenaga kerja
39,600.00 23,364.00 2,574.00 2,772.00 68,310.00
10.000
B.
C. D. E. F.
BAHAN Kayu kelas III Paku 2”-3” Minyak bekisting Balok kayu kelas II Plywood tebal 9 mm Dolken kayu diameter 8-10/400 cm
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E) 2x pakai
22 A.4.1.1.26 Pemasangan 1 m2 bekisting untuk tangga TENAGA pekerja tukang kayu kepala tukang mandor B.
C. D. E. F.
BAHAN Kayu kelas III Paku 2”-3” Minyak bekisting Balok kayu kelas II Plywood tebal 9 mm Dolken kayu diameter 8-10/400 cm
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E) 2x pakai
23 A.4.1.1.25 Pemasangan 1 m2bekisting untuk dinding TENAGA pekerja tukang kayu kepala tukang mandor B.
C. D. E. F.
BAHAN Kayu kelas III Paku 2”-3” Minyak bekisting Balok kayu kelas II Plywood tebal 9 mm Dolken kayu diameter 8-10/400 cm Penjaga jarak bekisting/spacer
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E) 2x pakai
m3 kg ltr m3 lbr btg
0.040 2,622,000.00 0.400 26,400.00 0.200 6,600.00 0.015 2,700,000.00 0.350 144,000.00 6.000 21,000.00 jumlah harga bahan 1xpakai jumlah harga bahan 3xpakai
104,880.00 10,560.00 1,320.00 40,500.00 50,400.00 126,000.00 333,660.00 111,220.00
179,530.00
179,530.00 17,953.00 197,483.00
oh oh oh oh
0.660 60,000.00 0.330 70,800.00 0.033 78,000.00 0.033 84,000.00 jumlah tenaga kerja
39,600.00 23,364.00 2,574.00 2,772.00 68,310.00
m3 kg ltr m3 lbr btg
0.030 2,622,000.00 0.400 26,400.00 0.150 6,600.00 0.015 2,700,000.00 0.350 144,000.00 2.000 21,000.00 jumlah harga bahan 1xpakai jumlah harga bahan 2xpakai
78,660.00 10,560.00 990.00 40,500.00 50,400.00 42,000.00 223,110.00 111,555.00
%
10.000
179,865.00
179,865.00 17,986.50 197,851.50
oh oh oh oh
0.660 60,000.00 0.330 70,800.00 0.033 78,000.00 0.033 84,000.00 jumlah tenaga kerja
39,600.00 23,364.00 2,574.00 2,772.00 68,310.00
m3 kg ltr m3 lbr btg bh
0.030 2,622,000.00 0.400 26,400.00 0.200 6,600.00 0.020 2,700,000.00 0.350 144,000.00 3.000 21,000.00 4.000 33,600.00 jumlah harga bahan 1xpakai jumlah harga bahan 2xpakai
78,660.00 10,560.00 1,320.00 54,000.00 50,400.00 63,000.00 134,400.00 392,340.00 196,170.00
%
%
10.000
10.000
264,480.00
264,480.00 26,448.00 290,928.00
24 A.4.2.1.2. Pemasangan 1 kg rangka kuda-kuda baja IWF TENAGA pekerja tukang besi konstruksi kepala tukang mandor B.
C. D. E. F.
BAHAN Besi Baja IWF meni besi PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
C.
D. E. F.
0.060 60,000.00 0.060 78,000.00 0.006 78,000.00 0.003 84,000.00 jumlah tenaga kerja
3,600.00 4,680.00 468.00 252.00 9,000.00
kg ltr
1.150 12,000.00 0.200 21,600.00 jumlah harga bahan
13,800.00 4,320.00 18,120.00
27,120.00
27,120.00 2,712.00 29,832.00
oh oh oh oh
0.100 60,000.00 0.100 78,000.00 0.001 78,000.00 0.005 84,000.00 jumlah tenaga kerja
6,000.00 7,800.00 78.00 420.00 14,298.00
BAHAN Solar Minyak pelumas
ltr ltr
1.000 7,800.00 0.100 6,600.00 jumlah harga bahan
7,800.00 660.00 8,460.00
PERALATAN Sewa alat merakit baja
jm
0.170 420,000.00 jumlah harga bahan
jumlah perakitan 1kg
71,400.00 71,400.00 94,158.00 9,415.80 103,573.80 1,035.74
0.040 60,000.00 0.020 78,000.00 0.002 78,000.00 0.002 84,000.00 jumlah tenaga kerja
2,400.00 1,560.00 156.00 168.00 4,284.00
25 A.4.2.1.3. Pengerjaan 100 kg pekerjaan perakitan TENAGA pekerja tukang besi konstruksi kepala tukang mandor B.
oh oh oh oh
JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
%
%
26 A.4.2.1.5. Pengerjaan 10 cm pengelasan dengan las listrik TENAGA pekerja oh tukang besi konstruksi oh kepala tukang oh mandor oh B.
C.
D. E. F.
10.000
10.000
94,158.00
BAHAN Kawat las listrik Solar Minyak pelumas
kg ltr ltr
0.400 36,000.00 0.300 7,800.00 0.040 6,600.00 jumlah harga bahan
14,400.00 2,340.00 264.00 17,004.00
PERALATAN Sewa alat las
jm
0.170 60,000.00 jumlah harga bahan
10,200.00 10,200.00 31,488.00 3,148.80 34,636.80 346,368.00
JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
%
10.000
31,488.00
jumlah pengelasan 1m 27 Membuat 1m3 fondasi F1 bekisting fondasi
m2
1.538
121,605.00
187,084.62
pembesian beton f 'c = 30 MPa
kg m3
119.424 1.000
13,171.62 1,351,171.94 jumlah
1,573,013.19 1,351,171.94 3,111,269.74
28 Membuat 1 m3 fondasi F2 bekisting fondasi pembesian beton f 'c = 30 MPa
m2 kg m3
2.000 150.051 1.000
121,605.00 13,171.62 1,351,171.94 jumlah
243,210.00 1,976,419.10 1,351,171.94 3,570,801.04
29 Membuat 1m3 fondasi F3 bekisting fondasi pembesian beton f 'c = 30 MPa
m2 kg m3
4.000 149.502 1.000
121,605.00 13,171.62 1,351,171.94 jumlah
486,420.00 1,969,179.47 1,351,171.94 3,806,771.41
30 Membuat 1m3 fondasi tangga bekisting fondasi pembesian beton f 'c = 30 MPa
m2 kg m3
3.818 124.343 1.000
121,605.00 13,171.62 1,351,171.94 jumlah
464,310.00 1,637,803.07 1,351,171.94 3,453,285.01
31 Membuat 1m3 pt lift bekisting dinding pembesian beton f 'c = 30 MPa
m2 kg m3
8.000 138.939 1.000
290,928.00 13,171.62 1,351,171.94 jumlah
2,327,424.00 1,830,046.93 1,351,171.94 5,508,642.87
32 Membuat 1m3 sloof S1 bekisting sloof pembesian beton f 'c = 30 MPa
m2 kg m3
8.667 218.791 1.000
128,815.50 13,171.62 1,351,171.94 jumlah
1,116,401.00 2,881,836.68 1,351,171.94 5,349,409.62
33 Membuat 1m3 sloof S2 bekisting sloof pembesian beton f 'c = 30 MPa
m2 kg m3
10.500 236.196 1.000
128,815.50 13,171.62 1,351,171.94 jumlah
1,352,562.75 3,111,089.41 1,351,171.94 5,814,824.10
34 Membuat 1m3 kolom K1 bekisting kolom pembesian beton f 'c = 30 MPa
m2 kg m3
7.273 162.160 1.000
143,797.50 13,171.62 1,351,171.94 jumlah
1,045,800.00 2,135,908.89 1,351,171.94 4,532,880.83
35 Membuat 1m3 kolom K2 bekisting kolom pembesian beton f 'c = 30 MPa
m2 kg m3
7.273 164.287 1.000
143,797.50 13,171.62 1,351,171.94 jumlah
1,045,800.00 2,163,931.80 1,351,171.94 4,560,903.74
36 Membuat 1m3 kolom K3 bekisting kolom pembesian beton f 'c = 30 MPa
m2 kg m3
12.000 218.703 1.000
143,797.50 13,171.62 1,351,171.94
1,725,570.00 2,880,667.92 1,351,171.94
jumlah
5,957,409.86
37 Membuat 1m3 kolom KL bekisting kolom pembesian beton f 'c = 30 MPa
m2 kg m3
10.768 215.837 1.000
143,797.50 13,171.62 1,351,171.94 jumlah
1,548,359.43 2,842,919.51 1,351,171.94 5,742,450.88
38 Membuat 1m3 kolom KT bekisting kolom pembesian beton f 'c = 30 MPa
m2 kg m3
10.768 245.910 1.000
143,797.50 13,171.62 1,351,171.94 jumlah
1,548,359.43 3,239,030.21 1,351,171.94 6,138,561.58
39 Membuat 1m3 kolom gantung bekisting kolom pembesian beton f 'c = 30 MPa
m2 kg m3
13.333 322.784 1.000
143,797.50 13,171.62 1,351,171.94 jumlah
1,917,300.00 4,251,588.19 1,351,171.94 7,520,060.13
40 Membuat 1m3 balok B1 bekisting balok pembesian beton f 'c = 30 MPa
m2 kg m3
5.694 239.398 1.000
169,653.00 13,171.62 1,351,171.94 jumlah
966,079.58 3,153,257.56 1,351,171.94 5,470,509.08
41 Membuat 1m3 balok B2 bekisting balok pembesian beton f 'c = 30 MPa
m2 kg m3
5.694 239.345 1.000
169,653.00 13,171.62 1,351,171.94 jumlah
966,079.58 3,152,566.99 1,351,171.94 5,469,818.51
42 Membuat 1m3 balok B3 bekisting balok pembesian beton f 'c = 30 MPa
m2 kg m3
6.111 221.347 1.000
169,653.00 13,171.62 1,351,171.94 jumlah
1,036,768.33 2,915,492.50 1,351,171.94 5,303,432.78
43 Membuat 1m3 balok B4 bekisting balok pembesian beton f 'c = 30 MPa
m2 kg m3
6.111 260.827 1.000
169,653.00 13,171.62 1,351,171.94 jumlah
1,036,768.33 3,435,519.42 1,351,171.94 5,823,459.69
44 Membuat 1m3 balok B5 bekisting balok pembesian beton f 'c = 30 MPa
m2 kg m3
8.333 183.252 1.000
169,653.00 13,171.62 1,351,171.94 jumlah
1,413,775.00 2,413,726.57 1,351,171.94 5,178,673.51
45 Membuat 1m3 balok B6 bekisting balok pembesian beton f 'c = 30 MPa
m2 kg m3
6.111 188.002 1.000
169,653.00 13,171.62 1,351,171.94 jumlah
1,036,768.33 2,476,285.60 1,351,171.94 4,864,225.87
46 Membuat 1m3 balok B7 bekisting balok pembesian beton f 'c = 30 MPa
m2 kg m3
6.667 190.492 1.000
169,653.00 13,171.62 1,351,171.94 jumlah
1,131,020.00 2,509,090.15 1,351,171.94 4,991,282.09
47 Membuat 1m3 balok B8 bekisting balok pembesian beton f 'c = 30 MPa
m2 kg m3
6.444 274.385 1.000
169,653.00 13,171.62 1,351,171.94 jumlah
1,093,319.33 3,614,098.14 1,351,171.94 6,058,589.42
48 Membuat 1m3 balok B9 bekisting balok pembesian beton f 'c = 30 MPa
m2 kg m3
7.000 265.516 1.000
169,653.00 13,171.62 1,351,171.94 jumlah
1,187,571.00 3,497,276.76 1,351,171.94 6,036,019.70
49 Membuat 1m3 balok B10 bekisting balok pembesian beton f 'c = 30 MPa
m2 kg m3
5.873 275.209 1.000
169,653.00 13,171.62 1,351,171.94 jumlah
996,374.76 3,624,946.32 1,351,171.94 5,972,493.02
50 Membuat 1m3 plat pit lift bekisting dinding pembesian beton f 'c = 30 MPa
m2 kg m3
8.000 138.939 1.000
290,928.00 13,171.62 1,351,171.94 jumlah
2,327,424.00 1,830,046.93 1,351,171.94 5,508,642.87
51 Membuat 1m3 plat lantai A1 LT.1 bekisting plat pembesian beton f 'c = 30 MPa
m2 kg m3
7.143 136.204 1.000
197,483.00 13,171.62 1,351,171.94 jumlah
1,410,592.86 1,794,032.44 1,351,171.94 4,555,797.23
52 Membuat 1m3 plat lantai A2 bekisting plat pembesian beton f 'c = 30 MPa
m2 kg m3
8.333 133.807 1.000
197,483.00 13,171.62 1,351,171.94 jumlah
1,645,691.67 1,762,456.84 1,351,171.94 4,759,320.45
53 Membuat 1m3 plat lantai A3 bekisting plat pembesian beton f 'c = 30 MPa
m2 kg m3
10.000 189.300 1.000
197,483.00 13,171.62 1,351,171.94 jumlah
1,974,830.00 2,493,382.47 1,351,171.94 5,819,384.41
54 Membuat 1m3 plat lantai A4 bekisting plat pembesian beton f 'c = 30 MPa
m2 kg m3
8.333 50.511 1.000
197,483.00 13,171.62 1,351,171.94 jumlah
1,645,691.67 665,307.15 1,351,171.94 3,662,170.76
55 Membuat 1m3 plat tangga bekisting tangga
m2
6.897
197,851.50
1,364,493.10
pembesian beton f 'c = 30 MPa
kg m3
200.987 1.000
13,171.62 1,351,171.94 jumlah
2,647,330.22 1,351,171.94 5,362,995.26
56 Membuat 1m3 plat bordes tangga bekisting plat pembesian beton f 'c = 30 MPa
m2 kg m3
#REF! #REF! 1.000
197,483.00 13,171.62 1,351,171.94 jumlah
#REF! #REF! 1,351,171.94 #REF!
57 Membuat 1m3 balok tangga bekisting balok pembesian beton f 'c = 30 MPa
m2 kg m3
15.833 295.389 1.000
169,653.00 13,171.62 1,351,171.94 jumlah
2,686,172.50 3,890,749.74 1,351,171.94 7,928,094.18
58 Membuat 1m3 kolom tangga bekisting balok pembesian beton f 'c = 30 MPa
m2 kg m3
9.167 169.729 1.000
169,653.00 13,171.62 1,351,171.94 jumlah
1,555,152.50 2,235,608.71 1,351,171.94 5,141,933.15
59 A.4.1.1.32 Membuat 1 m3 kolom beton bertulang (150 kg besi + bekisting) A. TENAGA pekerja oh 5.300 60,000.00 tukang batu oh 0.275 72,000.00 tukang kayu oh 1.300 70,800.00 tukang besi oh 1.050 72,000.00 kepala tukang oh 0.265 78,000.00 mandor oh 0.265 84,000.00 jumlah tenaga kerja B. BAHAN Kayu kelas III m3 0.320 2,622,000.00 Paku 2”-3” kg 3.200 26,400.00 Minyak bekisting ltr 1.600 6,600.00 Besi beton kg 157.500 10,200.00 Kawat beton kg 2.250 16,800.00 Semen Portland kg 336.000 1,740.00 Pasir Beton m3 0.540 145,200.00 Kerikil m3 0.810 282,000.00 Balok kayu kelas II m3 0.120 2,700,000.00 Plywood tebal 9 mm lbr 2.800 144,000.00 Dolken kayu diameter 8-10/400 cm btg 32.000 21,000.00 jumlah harga bahan C. PERALATAN D. JUMLAH (A+B+C) E. Overhead & Profit % 10.000 5,417,418.00 F. Harga Satuan Pekerjaan (D+E) 60 A.4.1.1.31 Membuat 1 m3 balok beton bertulang (200 kg besi + bekisting) A. TENAGA pekerja oh 6.350 tukang batu oh 0.275 tukang kayu oh 1.650 tukang besi oh 1.400 kepala tukang oh 0.333
60,000.00 72,000.00 70,800.00 72,000.00 78,000.00
318,000.00 19,800.00 92,040.00 75,600.00 20,670.00 22,260.00 548,370.00 839,040.00 84,480.00 10,560.00 1,606,500.00 37,800.00 584,640.00 78,408.00 228,420.00 324,000.00 403,200.00 672,000.00 4,869,048.00 5,417,418.00 541,741.80 5,959,159.80
381,000.00 19,800.00 116,820.00 100,800.00 25,974.00
B.
C. D. E. F.
mandor
oh
0.318 84,000.00 jumlah tenaga kerja
26,712.00 671,106.00
BAHAN Kayu kelas III Paku 2”-3” Minyak bekisting Besi beton Kawat beton Semen Portland Pasir Beton Kerikil Balok kayu kelas II Plywood tebal 9 mm Dolken kayu diameter 8-10/400 cm
m3 kg ltr kg kg kg m3 m3 m3 lbr btg
0.320 2,622,000.00 3.200 26,400.00 1.600 6,600.00 210.000 10,200.00 3.000 16,800.00 336.000 1,740.00 0.540 145,200.00 0.810 282,000.00 0.140 2,700,000.00 2.800 144,000.00 16.000 21,000.00 jumlah harga bahan
839,040.00 84,480.00 10,560.00 2,142,000.00 50,400.00 584,640.00 78,408.00 228,420.00 378,000.00 403,200.00 336,000.00 5,135,148.00
PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
%
61 Membuat 1 m3 plat beton bertulang (200 kg besi + bekisting) A. TENAGA pekerja oh tukang batu oh tukang kayu oh tukang besi oh kepala tukang oh mandor oh B.
C. D. E. F.
BAHAN Kayu kelas III Paku 2”-3” Minyak bekisting Besi beton Kawat beton Semen Portland Pasir Beton Kerikil Balok kayu kelas II Plywood tebal 9 mm Dolken kayu diameter 8-10/400 cm PERALATAN JUMLAH (A+B+C) Overhead & Profit Harga Satuan Pekerjaan (D+E)
m3 kg ltr kg kg kg m3 m3 m3 lbr btg
%
5,806,254.00
5,806,254.00 580,625.40 6,386,879.40
5.650 60,000.00 0.275 72,000.00 1.560 70,800.00 1.400 72,000.00 0.323 78,000.00 0.283 84,000.00 jumlah tenaga kerja
339,000.00 19,800.00 110,448.00 100,800.00 25,194.00 23,772.00 619,014.00
0.250 2,622,000.00 3.000 26,400.00 1.200 6,600.00 210.000 10,200.00 3.000 16,800.00 336.000 1,740.00 0.540 145,200.00 0.810 282,000.00 0.105 2,700,000.00 2.500 144,000.00 32.000 21,000.00 jumlah harga bahan
655,500.00 79,200.00 7,920.00 2,142,000.00 50,400.00 584,640.00 78,408.00 228,420.00 283,500.00 360,000.00 672,000.00 5,141,988.00
10.000
10.000
5,761,002.00
5,761,002.00 576,100.20 6,337,102.20
Rencana Angaran Biaya (RAB) Pekerjaan : PERENCANAAN GEDUNG DAN DED ASRAMA PPPPTK MATEMATIKA Lokasi : JALAN KALIURANG KM.6 SAMBISARI CONDONG CATUR, DEPOK SLEMAN YOGYAKARTA Unit : GEDUNG ASRAMA
no I. 1 2 3 4 5 6
d.
satuan
harga satuan
m2 m1 unit m1 bln m2
11,220.00 80,275.80 884,281.20 128,820.45 1,500,000.00 1,609,647.60
936.28 2,996.10 1,801.67 108.26 30.65 1,629.11 4,936.69 24.37 16.29 93.63 1.56 17.06 11.40 65.54 1.09
m2 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3
50,000.00 51,810.00 51,810.00 51,810.00 51,810.00 17,270.00 22,704.00 212,388.00 212,388.00 212,388.00 212,388.00 893,580.32 893,580.32 893,580.32 893,580.32
Pekerjaan Fondasi 1 fondasi F1 2 fondasi F2 3 fondasi F3
60.84 32.00 1.40
m3 m3 m3
3,111,269.74 3,570,801.04 3,806,771.41
Pekerjaan Sloof -3.20 1 sloof S1 2 sloof S2
35.08 14.42
m3 m3
5,349,409.62 5,814,824.10
Pekerjaan Kolom -3.20 s/d -0.07 1 kolom K1 2 kolom K2
31.25 4.73
m3 m3
4,532,880.83 4,560,903.74
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
c.
volume 2,709.83 219.25 1.00 227.25 6.00 30.00
II. a.
b.
PEKERJAAN STRUKTUR jenis pekerjaan Pekerjaan Persiapan pembersihan lokasi pengukuran dan pemasangan bouwplank papan nama proyek pagar proyek (sewa) listrik dan air kerja direksi kit (sewa) Pekerjaan Lantai B Pekerjaan Tanah anti rayap (lantai & dinding basement) galian tanah basement galian tanah fondasi galian tanah sloof galian tanah pit lift urug tanah kembali buang tanah bekas galian urug pasir 10cm bawah fondasi urug pasir 10cm bawah sloof urug pasir 10cm bawah plat lantai urug pasir 10cm bawah plat pit lift rabat beton 7cm bawah fondasi rabat beton 7cm bawah sloof rabat beton 7cm bawah plat lantai rabat beton 7cm bawah plat pit lift
3 kolom K3 4 kolom KL 5 kolom KT e.
Pekerjaan Plat -3.20 1 plat A4 t:120 mm 2 plat pit lift
f.
m3 m3 m3
5,957,409.86 5,742,450.88 6,138,561.58
112.35 8.38
m3 m3
3,662,170.76 5,508,642.87
2.06 0.18 0.12 0.68 0.33 10.55
51,810.00 212,388.00 893,580.32 17,270.00 3,453,285.01 5,362,995.26 #REF! 7,928,094.18 4,864,225.87 5,141,933.15
Pekerjaan Tangga -3.20 s/d -0.07 galian tanah fondasi urug pasir 10cm bawah fondasi rabat beton 7cm bawah fondasi urug tanah kembali fondasi tangga plat trap tangga plat bordes balok tangga balok B6 kolom tangga
#REF! 0.15 0.53 0.12
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3
1 2 3 4 5 6
Pekerjaan Lantai 1 Kolom -0.07 s/d +3.63 kolom K1 kolom K2 kolom K3 kolom KL kolom KT kolom gantung
36.94 5.60 1.85 1.53 1.53 0.79
m3 m3 m3 m3 m3 m3
4,532,880.83 4,560,903.74 5,957,409.86 5,742,450.88 6,138,561.58 7,520,060.13
1 2 3 4 5 6 7 8 9 10
Pekerjaan Balok -0.07 balok B1 balok B2 balok B3 balok B4 balok B5 balok B6 balok B7 balok B8 balok B9 balok B10
25.03 32.88 10.68 4.42 12.32 4.82 8.41 4.17 7.20 4.41
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3
5,470,509.08 5,469,818.51 5,303,432.78 5,823,459.69 5,178,673.51 4,864,225.87 4,991,282.09 6,058,589.42 6,036,019.70 5,972,493.02
117.75 13.33
m3 m3
4,555,797.23 5,819,384.41
1 2 3 4 5 6 7 8 9 10 III. a.
b.
c.
1.57 1.30 1.30
Pekerjaan Plat -0.07 1 plat A1 t:120 mm 2 plat A3 t:120 mm
d. 1 2 3 4 5
Pekerjaan Tangga -0.07 s/d +3.63 plat trap tangga plat bordes balok tangga balok B6 kolom tangga
10.55 #REF! 0.15 0.53 0.12
m3 m3 m3 m3 m3
5,362,995.26 #REF! 7,928,094.18 4,864,225.87 5,141,933.15
1 2 3 4 5 6
Pekerjaan Lantai 2 Kolom +3.63 s/d +7.33 kolom K1 kolom K2 kolom K3 kolom KL kolom KT kolom gantung
36.94 5.60 1.85 1.53 1.53 0.79
m3 m3 m3 m3 m3 m3
4,532,880.83 4,560,903.74 5,957,409.86 5,742,450.88 6,138,561.58 7,520,060.13
1 2 3 4 5 6 7 8 9 10
Pekerjaan Balok +3.63 balok B1 balok B2 balok B3 balok B4 balok B5 balok B6 balok B7 balok B8 balok B9 balok B10
25.03 32.88 10.68 4.42 12.32 4.82 8.41 4.17 7.20 4.41
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3
5,470,509.08 5,469,818.51 5,303,432.78 5,823,459.69 5,178,673.51 4,864,225.87 4,991,282.09 6,058,589.42 6,036,019.70 5,972,493.02
117.75 13.33
m3 m3
4,555,797.23 5,819,384.41
IV. a.
b.
c.
Pekerjaan Plat +3.63 1 plat A1 t:120 mm 2 plat A3 t:120 mm
d. 1 2 3 4 5
Pekerjaan Tangga +3.63 s/d +7.33 plat trap tangga plat bordes balok tangga balok B6 kolom tangga
10.55 #REF! 0.15 0.53 0.12
m3 m3 m3 m3 m3
5,362,995.26 #REF! 7,928,094.18 4,864,225.87 5,141,933.15
1 2 3 4
Pekerjaan Lantai 3 Kolom +7.33 s/d +11.20 kolom K1 kolom K3 kolom KL kolom KT
38.63 1.94 1.60 1.60
m3 m3 m3 m3
4,532,880.83 5,957,409.86 5,742,450.88 6,138,561.58
V. a.
5 kolom gantung b. 1 2 3 4 5 6 7 8 9 10 c.
Pekerjaan Plat +7.33 1 plat A1 t:120 mm 2 plat A3 t:120 mm
VI. a. 1 2 3 4 5 6 7 8 9 b.
Pekerjaan Balok +7.33 balok B1 balok B2 balok B3 balok B4 balok B5 balok B6 balok B7 balok B8 balok B9 balok B10
Pekerjaan Atap Pekerjaan Balok +11.20 balok B1 balok B2 balok B3 balok B4 balok B5 balok B6 balok B8 balok B9 balok B10
Pekerjaan Plat +11.20 1 plat A1 t:120 mm
0.79
m3
7,520,060.13
25.03 32.88 10.68 4.42 12.32 4.82 8.41 4.17 7.20 4.41
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3
5,470,509.08 5,469,818.51 5,303,432.78 5,823,459.69 5,178,673.51 4,864,225.87 4,991,282.09 6,058,589.42 6,036,019.70 5,972,493.02
117.75 13.33
m3 m3
4,555,797.23 5,819,384.41
12.52 23.35 6.23 0.49 10.18 5.70 9.29 8.93 4.41
m3 m3 m3 m3 m3 m3 m3 m3 m3
5,470,509.08 5,469,818.51 5,303,432.78 5,823,459.69 5,178,673.51 4,864,225.87 6,058,589.42 6,036,019.70 5,972,493.02
81.54
m3
4,555,797.23
YOGYAKARTA
jumlah harga 135,452,754.00 30,404,337.48 17,600,388.87 884,281.20 29,274,318.44 9,000,000.00 48,289,428.00
556,621,834.42 46,814,100.00 155,228,065.34 93,344,719.58 5,609,035.05 1,587,836.09 28,134,662.17 112,082,498.96 5,175,470.78 3,459,743.18 19,885,506.14 330,412.01 15,242,335.68 10,189,327.51 58,565,021.88 973,100.03 308,884,764.21 189,289,651.00 114,265,633.25 5,329,479.97 271,471,583.35 187,643,916.09 83,827,667.26 187,941,769.98 141,630,881.55 21,591,888.44
9,323,346.42 7,441,182.70 7,954,470.87 457,639,303.78 411,458,947.29 46,180,356.49 #REF! 106,687.15 37,380.29 110,089.10 11,735.59 1,139,584.05 56,558,898.83 #REF! 1,212,998.41 2,553,718.58 617,031.98
228,089,634.87 167,423,086.82 25,523,957.58 11,021,208.23 8,796,286.26 9,403,048.63 5,922,047.35 623,409,337.12 136,937,783.34 179,847,632.69 56,640,662.05 25,733,868.39 63,775,985.68 23,424,895.74 41,979,178.01 25,282,493.63 43,459,341.81 26,327,495.79 613,995,018.57 536,434,263.15 77,560,755.42
#REF! 56,558,898.83 #REF! 1,212,998.41 2,553,718.58 617,031.98
228,089,634.87 167,423,086.82 25,523,957.58 11,021,208.23 8,796,286.26 9,403,048.63 5,922,047.35 623,409,337.12 136,937,783.34 179,847,632.69 56,640,662.05 25,733,868.39 63,775,985.68 23,424,895.74 41,979,178.01 25,282,493.63 43,459,341.81 26,327,495.79 613,995,018.57 536,434,263.15 77,560,755.42 #REF! 56,558,898.83 #REF! 1,212,998.41 2,553,718.58 617,031.98
211,600,654.89 175,115,498.92 11,527,588.07 9,200,439.95 9,835,080.59
5,922,047.35 623,409,337.12 136,937,783.34 179,847,632.69 56,640,662.05 25,733,868.39 63,775,985.68 23,424,895.74 41,979,178.01 25,282,493.63 43,459,341.81 26,327,495.79 613,995,018.57 536,434,263.15 77,560,755.42
449,068,893.45 68,468,891.67 127,731,201.91 33,040,386.19 2,865,142.17 52,711,853.30 27,749,800.57 56,284,538.01 53,889,583.85 26,327,495.79 371,485,801.66 371,485,801.66
RENCANA ANGGARAN BIAYA SUB BIDANG
0
PEKERJAAN
0
LOKASI
0
NO
URAIAN PEKERJAAN
1
2
I
PENYEDIAAN, SUPLAI & INSTALASI PIPA AIR BERSIH
A
Instalasi Suplai Air Bersih
SAT
VOL
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
4,073,300.00
A.1 Instalasi & Penyambungan PDAM 1
Pipa Suplai ke Groundtank GIP dim. 40mm
m'
35.0
116,380.00
2
Fitting & aksesoris
.
lot
1.0
408,000.00
408,000.00
3
Galian-urugan
m'
28.0
45,000.00
1,260,000.00
4
Meter Air PDAM + Ball Valve dim. 40mm
bh
1.0
3,157,700.00
3,157,700.00
5
Floating Valve dia. 40mm
bh
1.0
837,870.00
837,870.00
6
Bak Kontrol uk. 600x400mm
unit
1.0
480,000.00
480,000.00
7
Ijin Penyambungan PDAM
bh
1.0
7,500,000.00
7,500,000.00
3
Sub Total Instalasi & Penyambungan PDAM
17,716,870.00
A.2 Peralatan Utama Sistem Pompa Air Pompa Sumur Dalam a
Vertical multistage submersible pump kap. 11,58 m3/jam
unit
1.0
82,613,750.00
82,613,750.00
- Head 150 meter, Pin = 7,5 KW, 380V, 50 Hz - Lengkap dengan panel control b
Survei Geoelectric
ls
1.0
12,312,500.00
12,312,500.00
c
Pengeboran & Instalasi sumur, 180 meter
ls
1.0
26,343,200.00
26,343,200.00
d
Pemipaan Casing & Vent
e
- Casing pipa dia. 8 ", GIP Medium
m
60.0
619,760.00
37,185,600.00
- Casing pipa dia. 4 ", GIP Medium
m
120.0
302,320.00
36,278,400.00
- Vent, pipa dia. 2 ", GIP Medium
m
3.0
152,370.00
457,110.00
507,800.00
Valve & Aksesoris - Gate Valve
dia. 50mm
bh
1.0
507,800.00
- Check Valve
dia. 50mm
bh
1.0
507,800.00
507,800.00
- Flow Meter
dia. 50mm
bh
1.0
1,514,000.00
1,514,000.00
- Ball Valve
dia. 15mm
bh
1.0
500.00
500.00
- Automatic Air Vent dia. 15 mm lengkap dengan valve cock
bh
1.0
650,000.00
650,000.00
- Pressure gauge (range 0-10kg/cm2) c/w valve cock
bh
1.0
153,000.00
153,000.00
- Aksesoris
ls
1.0
416,700.00
416,700.00
m
3.0
4,500,000.00
13,500,000.00
unit
1.0
7,502,500.00
7,502,500.00
- Instalasi kabel power - NYFGBY 4x2,5mm2
m
60.0
55,800.00
3,348,000.00
- Instalasi kabel elektrode - NYFGBY 3x2,5mm2
m
10.0
42,200.00
422,000.00
f
Filter / Johnson screen dia. 100 mm (riser) - 3 m
g
Panel, Instalasi kontrol, WLC dan aksesoris - Panel kontrol & WLC
-
h
Bak Kontrol, Koral, kerikil jagung
ls
1.0
2,500,000.00
2,500,000.00
i
Analisa & Testing comissioning
ls
1.0
6,500,000.00
6,500,000.00
- Pipa dia. 50 mm
m
30.0
152,370.00
4,571,100.00
- Fitting & accessories
ls
1.0
571,400.00
571,400.00
- Galian urugan tanah untuk jalur pipa
ls
40.0
35,000.00
1,400,000.00
- Logging Test - Pumping Test (Drawdown & Recovery Test) - Analisa Air ( 3 kali sampling) Instalasi Perpipaan dari Pompa Sumur dalam ke Groundtank
Sub Total Pompa Sumur Dalam A.3 Water Treatment Plant (WTP) 1
Multimedia Filter - Kapasitas 10,0 m3/jam
set
1.0
57,717,000.00
57,717,000.00
set
1.0
33,231,000.00
33,231,000.00
- Filter Media Size : 10 micron - c/w bypass piping 2
Sand Filter - Kapasitas 10,0 m3/jam - Bahan : Fiberglass - Filter Media : Silica Sand, Silica Gravel - Operating Pressure, max 4 Bar
239,255,360.00
NO
URAIAN PEKERJAAN
1
2 - Automatic Backwash System - c/w pressure indicator & interconnection pipe
SAT
VOL
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
NO
URAIAN PEKERJAAN
1
2
SAT
VOL
3
4
7
Instalasi Pemipaan
ls
1.0
8
Testing Comissioning
ls
1.0
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
12,000,000.00
12,000,000.00
5,000,000.00
5,000,000.00
Sub Total Water Treatment Plant (WTP)
107,948,000.00
A.3 Acessories Pompa Filter 1
Gate valve
dia.65mm
set
6.0
1,432,000.00
8,592,000.00
dia.50mm
set
2.0
628,000.00
1,256,000.00
2
Strainer
dia.65mm
set
1.0
1,020,000.00
1,020,000.00
3
Ceck valve
dia.65mm
set
2.0
770,000.00
1,540,000.00
4
Instalasi Pemipaan
ls
1.0
6,500,000.00
6,500,000.00
5
Fitting &Aksesoris
lot
1.0
1,890,800.00
1,890,800.00
Sub Total Acessories Pompa Filter
20,798,800.00
A.4 Instalasi pompa transfer ke rooftank 1
Pompa transfer, Centrifugal multistage pump
set
1.0
42,155,000.00
42,155,000.00
- 2 unit x 3,17 kW / 3phase / 380 V / 50 Hz - Kap: 10,9 m3/jam, Head 35,5 meter - Single alternate system operation - Pump Inlet/Outlet : 40mm/40mm
Aksesories dan Pemasangan - gate valve - fleksible joint - strainer - check valve - foot valve - header 2
Instalasi pemipaan suction GIP 40mm
m
4.0
129,770.00
519,080.00
3
Fiting & aksesoris
lot
1.0
1,066,900.00
1,066,900.00
4
Instalasi panel kontrol pompa, kabel dan aksesoris
set
1.0
2,590,500.00
2,590,500.00
- Panel kontrol pompa - Kabel kontrol WLC & elektrode - Kabel power NYM 4x2,5mm2 5
Pemasangan, instalasi dan alat bantu
ls
1.0
6,323,300.00
6,323,300.00
6
Testing & Commissioning
ls
1.0
750,000.00
750,000.00
Sub Total Instalasi pompa transfer ke rooftank
53,404,780.00
A.5 Instalasi Pemipaan Pompa Air ke Rooftank Pengadaan dan pemasangan pipa Galvanised Iron Pipe Medium A (SNI 0039-87), lengkap terpasang dengan accessories yang diperlukan sesuai dengan gambar perencanaan dan spesifikasi teknis. 1
2
Pipa Suplai dari Groundtank Ke Rooftank/Tangki atap - Pipa GIP dim. 40mm
m'
95.0
116,380.00
- Gate valve 40mm
bh
1.0
387,400.00
11,056,100.00 387,400.00
Fitting &Aksesoris
lot
1.0
2,860,900.00
2,860,900.00
Sub Total Instalasi Pemipaan Pompa Air ke Rooftank
14,304,400.00
A.5 Instalasi Booster Pump 01 (sayap kiri) 1
Booster pump set dgn spesifikasi:
set
1.0
38,250,000.00
38,250,000.00
- Kapasitas: 3x4,0m3/jam - Vertical multistage pump - 3 x 750 W/380V/50Hz/3Phase - Head : 25 m, head max: 40 m - Maximum operating pressure : 4 bar - Enclosure class ((EC 34-5) IP65 - Flanged pipe connection - Pararel alternate operation complete with : a. Pressure tank kapasitas 300 liter b. Pressure switch control c. Check valve d. Footklep e. In-Out Header dia. 80mm 2
Gate valve
unit
3.0
475,200.00
1,425,600.00
3
Fleksible joint
bh
6.0
401,280.00
2,407,680.00
4
Strainer
bh
3.0
419,520.00
1,258,560.00
5
Check valve
bh
3.0
579,840.00
1,739,520.00
6
Pemipaan
m
16.0
76,400.00
1,222,400.00
7
Fiting & aksesoris
ls
1.0
2,013,500.00
2,013,500.00
8
Pemasangan, instalasi dan alat bantu
ls
1.0
2,919,300.00
2,919,300.00
9
Testing Comissioning
ls
1.0
1,500,000.00
1,500,000.00
Sub Total Instalasi Booster Pump 01 (sayap kiri)
52,736,560.00
NO
URAIAN PEKERJAAN
1
2
SAT
VOL
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
A.6 Instalasi Booster Pump 01 (sayap kanan) 1
Booster pump set dgn spesifikasi:
set
1.0
25,500,000.00
25,500,000.00
- Kapasitas: 2x4,0m3/jam - Vertical multistage pump - 3 x 750 W/380V/50Hz/3Phase - Head : 25 m, head max: 40 m - Maximum operating pressure : 4 bar - Enclosure class ((EC 34-5) IP65 - Flanged pipe connection - Pararel alternate operation complete with : a. Pressure tank kapasitas 300 liter b. Pressure switch control c. Check valve d. Footklep e. In-Out Header dia. 80mm 2
Gate valve
unit
2.0
475,200.00
950,400.00
3
Fleksible joint
bh
4.0
401,280.00
1,605,120.00
4
Strainer
bh
2.0
419,520.00
839,040.00
5
Check valve
bh
2.0
579,840.00
1,159,680.00
6
Pemipaan
m
10.0
76,400.00
764,000.00
7
Fiting & aksesoris
ls
1.0
1,329,600.00
1,329,600.00
8
Pemasangan, instalasi dan alat bantu
ls
1.0
1,939,800.00
1,939,800.00
9
Testing Comissioning
ls
1.0
1,500,000.00
1,500,000.00
Sub Total Instalasi Booster Pump 01 (sayap kanan) B
35,587,640.00
Tangki Air/Rooftank & Konstruksinya
B.1 Tangki Air/Rooftank 1
Roof Tank Kap. 1000 Liter
set
10.0
1,736,800.00
17,368,000.00
ls
1.0
6,325,000.00
6,325,000.00
- FRP Modular 2
Konstruksi Pendukung/Pedestal Tangki Air , tinggi 60 cm dari plat dag
3
Instalasi pipa overflow dan penguras
4
- Gate valve dia.65mm
bh
2.0
1,076,000.00
2,152,000.00
- Pipa PVC dia.65mm
m
16.0
60,570.00
969,120.00
ls
1.0
780,300.00
780,300.00
Fiting & aksesoris
Sub Total Tangki Air/Rooftank C
27,594,420.00
Instalasi Pipa Utama Air Bersih
C.1 Instalasi Pemipaan Air Bersih Lantai 1 Pengadaan dan pemasangan pipa Polypropiline Random (PPR-PN 10) , lengkap terpasang dengan accessories yang diperlukan sesuai dengan gambar perencanaan dan spesifikasi teknis. 1
Pipa PPR-PN10 dim. 15mm
m'
20.0
27,500.00
550,000.00
2
Pipa PPR-PN10 dim. 20mm
m'
169.0
32,290.00
5,457,010.00
3
Pipa PPR-PN10 dim. 25mm
m'
50.0
52,960.00
2,648,000.00
4
Pipa PPR-PN20 dim. 20mm (Air Panas)
m'
119.0
48,435.00
5,763,765.00
5
Pipa PPR-PN10 dim. 15mm (air panas)
m'
20.0
27,500.00
550,000.00
6
Gate valve 25mm
bh
9.0
100,230.00
902,070.00
7
Gate valve 20mm
bh
9.0
100,230.00
902,070.00
8
Fitting &Aksesoris
lot
1.0
4,193,300.00
4,193,300.00
Sub Total Instalasi Pemipaan Air Bersih Lantai 1
20,966,215.00
C.2 Instalasi Pemipaan Air Bersih Lantai 2 Pengadaan dan pemasangan pipa Polypropiline Random (PPR-PN 10) , lengkap terpasang dengan accessories yang diperlukan sesuai dengan gambar perencanaan dan spesifikasi teknis. 1
Pipa PPR-PN10 dim. 15mm
m'
20.0
27,500.00
550,000.00
2
Pipa PPR-PN10 dim. 20mm
m'
169.0
32,290.00
5,457,010.00
3
Pipa PPR-PN10 dim. 25mm
m'
50.0
52,960.00
2,648,000.00
4
Pipa PPR-PN20 dim. 20mm (Air Panas)
m'
119.0
48,435.00
5,763,765.00
5
Pipa PPR-PN10 dim. 15mm (air panas)
m'
20.0
27,500.00
550,000.00
6
Gate valve 25mm
bh
9.0
100,230.00
902,070.00
7
Gate valve 20mm
bh
9.0
100,230.00
902,070.00
8
Fitting &Aksesoris
lot
1.0
4,193,300.00
4,193,300.00
Sub Total Instalasi Pemipaan Air Bersih Lantai 2 C.3 Instalasi Pemipaan Air Bersih Lantai 3 Pengadaan dan pemasangan pipa Polypropiline Random (PPR-PN 10) , lengkap terpasang dengan accessories yang diperlukan sesuai dengan gambar perencanaan dan spesifikasi teknis. 1
Pipa PPR-PN10 dim. 15mm
m'
20.0
27,500.00
550,000.00
2
Pipa PPR-PN10 dim. 20mm
m'
169.0
32,290.00
5,457,010.00
3
Pipa PPR-PN10 dim. 25mm
m'
50.0
52,960.00
2,648,000.00
20,966,215.00
NO
URAIAN PEKERJAAN
1
2
SAT
VOL
3
4
m'
119.0
4
Pipa PPR-PN20 dim. 20mm (Air Panas)
5
Pipa PPR-PN10 dim. 15mm (air panas)
m'
6
Gate valve 25mm
bh
7
Gate valve 20mm
8
Fitting &Aksesoris
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
48,435.00
5,763,765.00
20.0
27,500.00
550,000.00
9.0
100,230.00
902,070.00
bh
9.0
100,230.00
902,070.00
lot
1.0
4,193,300.00
4,193,300.00
Sub Total Instalasi Pemipaan Air Bersih Lantai 3
20,966,215.00
C.4 Instalasi Pemipaan Air Bersih Lantai Atap Pengadaan dan pemasangan pipa Polypropiline Random (PPR-PN 10) , lengkap terpasang dengan accessories yang diperlukan sesuai dengan gambar perencanaan dan spesifikasi teknis. 1
Pipa PPR-PN10 dim. 15mm
m'
20.0
27,500.00
550,000.00
2
Pipa PPR-PN10 dim. 20mm
m'
169.0
32,290.00
5,457,010.00
3
Pipa PPR-PN10 dim. 25mm
m'
50.0
52,960.00
2,648,000.00
4
Pipa PPR-PN20 dim. 20mm (Air Panas)
m'
119.0
48,435.00
5,763,765.00
5
Pipa PPR-PN10 dim. 15mm (air panas)
m'
20.0
27,500.00
550,000.00
6
Gate valve 25mm
bh
9.0
100,230.00
902,070.00
7
Gate valve 20mm
bh
9.0
100,230.00
902,070.00
8
Fitting &Aksesoris
lot
1.0
4,193,300.00
4,193,300.00
Sub Total Instalasi Pemipaan Air Bersih Lantai Atap
20,966,215.00
C.5 Instalasi Pipa Distribusi & Riser Pengadaan dan pemasangan pipa Galvanised Iron Pipe Medium A (SNI 0039-87), lengkap terpasang dengan accessories yang diperlukan sesuai dengan gambar perencanaan dan spesifikasi teknis. 1
Pipa GIP dim. 40mm
m'
151.0
116,380.00
17,573,380.00
1
Pipa GIP dim. 40mm (air panas)
m'
284.0
116,380.00
33,051,920.00
2
Pipa GIP dim. 32mm
m'
204.0
100,230.00
20,446,920.00
3
Pipa GIP dim. 32mm (air panas)
m'
212.0
100,230.00
21,248,760.00
4
Gate valve 40mm
bh
2.0
387,400.00
774,800.00
5
Gate valve 32mm
bh
27.0
265,500.00
7,168,500.00
6
Fitting &Aksesoris
lot
1.0
9,309,600.00
9,309,600.00
Sub Total Instalasi Pipa Distribusi & Riser
109,573,880.00
TOTAL PENYEDIAAN, SUPLAI & INSTALASI PIPA AIR BERSIH
762,785,570.00
NO
URAIAN PEKERJAAN
1
2
SAT 3
VOL 4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
I SISTEM SUPLAI & INSTALASI AIR PANAS A Main Equipment Boiler 01 1
Gas Hot Water Boiler -
Heat output
: 1.670.000 BTU/H
-
Fuel type
: Natural Gas, Propane
-
Water Content
: 44 Galon
-
Power
: 50 BHP
-
Fuel Type
: Natural Gas, Propane
-
Combustion System
: Proprietary Forced Draft
-
Ignition System
: Electric Spark Ignited,
-
Main water outlet
: 3 inchi
-
Main water Inlet
: 3 inchi
-
Power Supply
: 230, 480V, 3 phase, 50 Hz
-
Gas consumption
: 2.030 SCFH
-
Gas supply pressur
: 3-5 PSIG
unit
1.0
184,000,000.00
184,000,000.00
: Interrupted Gas Pilot
2
Expansion tank 200 liter
unit
1.0
11,500,000.00
11,500,000.00
3
Circulation pump( CP-1.1 & CP-1.2)
unit
2.0
3,966,000.00
7,932,000.00
unit
1.0
3,966,000.00
3,966,000.00
4
-
Vertical Multistage Pump
-
Kapasitas 1,4 m3/jam, head 20 meter
-
0,5 kW / 3phase / 380 V / 50 Hz
Booster pump( CP-1.3) -
Vertical Multistage Pump
-
Kapasitas 1,4 m3/jam, head 20 meter
-
0,5 kW / 3phase / 380 V / 50 Hz
5
Feed Water Tank 500 Liter
unit
1.0
850,000.00
850,000.00
6
Water Softener 45.000 Grain
unit
1.0
19,220,740.00
19,220,740.00
7
Feed water Pump
bh
1.0
1,435,000.00
1,435,000.00
8
9
-
Centrifugal Pump
-
Kapasitas 2,8 m3/jam, head 10 meter
-
0,5 kW / 1phase / 220 V / 50 Hz
Valve & aksesories -
Gate Valve
dia. 80mm
bh
2.0
2,020,000.00
4,040,000.00
-
Gate Valve
dia. 50mm
bh
4.0
1,226,000.00
4,904,000.00
-
Gate Valve
dia. 40mm
bh
4.0
470,000.00
1,880,000.00
-
Gate Valve
dia. 32mm
bh
3.0
384,000.00
1,152,000.00
-
Gate Valve
dia. 25mm
bh
6.0
276,000.00
1,656,000.00
-
Flexible Joint
dia. 25mm
bh
5.0
120,000.00
600,000.00
-
Strainer
dia. 40mm
bh
4.0
450,000.0
1,800,000.00
-
Check Valve
dia. 40mm
bh
4.0
487,200.00
1,948,800.00
-
Pressure Relief Valve
bh
1.0
3,540,000.00
3,540,000.00
-
Safety Valve
bh
1.0
3,260,000.00
3,260,000.00
-
Air Release Valve
bh
6.0
1,625,000.00
9,750,000.00
-
Pressure Gauge
bh
3.0
165,000.00
495,000.00
-
Pressure Switch
bh
3.0
745,000.00
2,235,000.00
-
Temperature Gauge
bh
3.0
165,000.00
495,000.00
bh
1.0
1,500,000.00
1,500,000.00
panel Level Control Feed water Tank
10
Pemipaan dia. 25mm
m
26.0
52,700.00
1,370,200.00
11
Fiting & aksesoris
lot
1.0
5,663,400.00
5,663,400.00
12
Pemasangan, instalasi dan alat bantu
ls
1.0
2,831,700.00
2,831,700.00
Sub Total Main Equipment Boiler 01 B Main Equipment Boiler 02 1
Gas Hot Water Boiler
unit
-
Heat output
: 1.670.000 BTU/H
-
Fuel type
: Natural Gas, Propane
-
Water Content
: 44 Galon
-
Power
: 50 BHP
-
Fuel Type
: Natural Gas, Propane
-
Combustion System
: Proprietary Forced Draft
-
Ignition System
: Electric Spark Ignited, : Interrupted Gas Pilot
1.0
184,000,000.00
184,000,000.00
278,024,840.00
-
Main water outlet
: 3 inchi
-
Main water Inlet
: 3 inchi
-
Power Supply
: 230, 480V, 3 phase, 50 Hz
-
Gas consumption
: 2.030 SCFH
-
Gas supply pressur
: 3-5 PSIG
2
Expansion tank 200 liter
unit
1.0
11,500,000.00
11,500,000.00
3
Circulation pump( CP-1.1 & CP-1.2)
buah
2.0
3,966,000.00
7,932,000.00
-
Vertical Multistage Pump
-
Kapasitas 1,4 m3/jam, head 20 meter
-
0,5 kW / 3phase / 380 V / 50 Hz
5
Feed Water Tank 500 Liter
buah
1.0
850,000.00
850,000.00
6
Water Softener 45.000 Grain
unit
1.0
19,220,740.00
19,220,740.00
7
Feed water Pump
bh
1.0
1,435,000.00
1,435,000.00
8
9
-
Centrifugal Pump
-
Kapasitas 2,8 m3/jam, head 10 meter
-
0,5 kW / 1phase / 220 V / 50 Hz
Valve & aksesories -
Gate Valve
dia. 80mm
bh
2.0
2,020,000.00
4,040,000.00
-
Gate Valve
dia. 50mm
bh
4.0
1,226,000.00
4,904,000.00
-
Gate Valve
dia. 40mm
bh
4.0
470,000.00
1,880,000.00
-
Gate Valve
dia. 32mm
bh
3.0
384,000.00
1,152,000.00
-
Gate Valve
dia. 25mm
bh
6.0
276,000.00
1,656,000.00
-
Flexible Joint
dia. 25mm
bh
5.0
120,000.00
600,000.00
-
Strainer
dia. 40mm
bh
4.0
450,000.0
1,800,000.00
-
Check Valve
dia. 40mm
bh
4.0
487,200.00
1,948,800.00
-
Pressure Relief Valve
bh
1.0
3,540,000.00
3,540,000.00
-
Safety Valve
bh
1.0
3,260,000.00
3,260,000.00
-
Air Release Valve
bh
6.0
1,625,000.00
9,750,000.00
-
Pressure Gauge
bh
3.0
165,000.00
495,000.00
-
Pressure Switch
bh
3.0
745,000.00
2,235,000.00
-
Temperature Gauge
bh
3.0
165,000.00
495,000.00
bh
1.0
1,500,000.00
1,500,000.00
panel Level Control Feed water Tank
10
Pemipaan dia. 25mm
m
46.0
52,700.00
2,424,200.00
11
Fiting & aksesoris
lot
1.0
5,663,400.00
5,663,400.00
12
Pemasangan, instalasi dan alat bantu
ls
1.0
2,831,700.00
2,831,700.00
Sub Total Main Equipment Boiler 02
275,112,840.00
TOTAL SISTEM SUPLAI & INSTALASI AIR PANAS
553,137,680.00
NO
URAIAN PEKERJAAN
1
2
II
SISTEM PEMIPAAN AIR BEKAS KOTOR & PENGOLAHAN LIMBAH
A
Pemipaan Utama & Pipa Tegak/Riser
SAT
VOL
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
Pipa Air Bekas Kotor Pengadaan dan pemasangan pipa PVC class AW, lengkap terpasang dengan accessories yang diperlukan sesuai dengan gambar perencanaan dan spesifikasi teknis. 1
Pipa PVC dim. 100mm
m'
260.0
113,590.00
29,533,400.00
2
Pipa PVC dim. 75mm (vent)
m'
130.0
79,330.00
10,312,900.00
3
Air Vent
bh
9.0
322,500.00
2,902,500.00
4
Fitting, Support & Aksesoris
lot
1.0
4,274,900.00
4,274,900.00
Sub Total Pemipaan Utama & Pipa Tegak/Riser B
47,023,700.00
Instalasi Pipa Air Bekas Kotor Lantai Basement Pengadaan dan pemasangan pipa PVC class AW, lengkap terpasang dengan accessories yang diperlukan sesuai dengan gambar perencanaan dan spesifikasi teknis.
3
1
Pipa PVC dim. 150mm
m'
171.0
193,110.00
33,021,810.00
2
Pipa PVC dim. 100mm
m'
145.0
113,590.00
16,470,550.00
3
Pipa PVC dim. 65mm
m'
13.0
60,570.00
787,410.00
4
Pipa PVC dim. 50mm
m'
7.0
49,880.00
349,160.00
5
Pipa PVC dim. 32mm
m'
3.0
34,800.00
104,400.00
6
Floor Drain Stainless Steel
bh
5.0
205,700.00
1,028,500.00
7
U-Trap 50mm
bh
5.0
27,500.00
137,500.00
8
P-Trap 75mm
bh
1.0
31,500.00
31,500.00
9
Fitting &Aksesoris
lot
1.0
5,073,400.00
5,073,400.00
Sub Total Instalasi Pipa Air Bekas Kotor Lantai Basement C
57,004,230.00
Instalasi Pipa Air Bekas Kotor Lantai 01 Pengadaan dan pemasangan pipa PVC class AW, lengkap terpasang dengan accessories yang diperlukan sesuai dengan gambar perencanaan dan spesifikasi teknis.
3
1
Pipa PVC dim. 100mm
m'
197.0
113,590.00
22,377,230.00
2
Pipa PVC dim. 50mm
m'
36.0
49,880.00
1,795,680.00
3
Pipa PVC dim. 32mm
m'
136.0
34,800.00
4,732,800.00
4
Floor Drain Stainless Steel
bh
32.0
205,700.00
6,582,400.00
5
U-Trap 50mm
bh
32.0
27,500.00
880,000.00
6
P-Trap 75mm
bh
32.0
31,500.00
1,008,000.00
7
Clean Out dim.100mm
bh
36.0
234,100.00
8,427,600.00
8
Fitting &Aksesoris
lot
1.0
2,890,600.00
2,890,600.00
Sub Total Instalasi Pipa Air Bekas Kotor Lantai 01 D
48,694,310.00
Instalasi Pipa Air Bekas Kotor Lantai 02 Pengadaan dan pemasangan pipa PVC class AW, lengkap terpasang dengan accessories yang diperlukan sesuai dengan gambar perencanaan dan spesifikasi teknis.
3
1
Pipa PVC dim. 100mm
m'
197.0
113,590.00
22,377,230.00
2
Pipa PVC dim. 50mm
m'
36.0
49,880.00
1,795,680.00
3
Pipa PVC dim. 32mm
m'
136.0
34,800.00
4,732,800.00
4
Floor Drain Stainless Steel
bh
32.0
205,700.00
6,582,400.00
5
U-Trap 50mm
bh
32.0
27,500.00
880,000.00
6
P-Trap 75mm
bh
32.0
31,500.00
1,008,000.00
7
Clean Out dim.100mm
bh
36.0
234,100.00
8,427,600.00
8
Fitting &Aksesoris
lot
1.0
2,890,600.00
2,890,600.00
Sub Total Instalasi Pipa Air Bekas Kotor Lantai 02 E
48,694,310.00
Instalasi Pipa Air Bekas Kotor Lantai 03 Pengadaan dan pemasangan pipa PVC class AW, lengkap terpasang dengan accessories yang diperlukan sesuai dengan gambar perencanaan dan spesifikasi teknis.
3
1
Pipa PVC dim. 100mm
m'
197.0
113,590.00
22,377,230.00
2
Pipa PVC dim. 50mm
m'
36.0
49,880.00
1,795,680.00
3
Pipa PVC dim. 32mm
m'
136.0
34,800.00
4,732,800.00
4
Floor Drain Stainless Steel
bh
32.0
205,700.00
6,582,400.00
5
U-Trap 50mm
bh
32.0
27,500.00
880,000.00
6
P-Trap 75mm
bh
32.0
31,500.00
1,008,000.00
7
Clean Out dim.100mm
bh
36.0
234,100.00
8,427,600.00
8
Fitting &Aksesoris
lot
1.0
2,890,600.00
2,890,600.00
Sub Total Instalasi Pipa Air Bekas Kotor Lantai 03
48,694,310.00
NO
URAIAN PEKERJAAN
1
2
G 1
SAT
VOL
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
Pemipaan Bak Penampung, Peresapan & Bak Kontrol STP Biofil kap. 15,0 m3 -
Bak kontrol 30x30cm
-
Manhole 40x40cm
unit
3.0
92,250,000.00
276,750,000.00
2
Sumur Peresapan, Kapasitas 4,5 m³
unit
3.0
4,115,000.00
12,345,000.00
3
Bak Perangkap Minyak (Grease Trap)
unit
3.0
950,000.00
2,850,000.00
4
Bak Kontrol uk. 40x40cm
unit
6.0
380,000.00
2,280,000.00
Sub Total Pemipaan Bak Penampung, Peresapan & Bak Kontrol
294,225,000.00
TOTAL SISTEM PEMIPAAN AIR BEKAS KOTOR & PENGOLAHAN LIMBAH
544,335,860.00
NO
URAIAN PEKERJAAN
1
2
SAT
VOL
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
III SISTEM DRAINASI BANGUNAN & INSTALASI AIR HUJAN A
Roofdrain & Instalasi Pipa Air Hujan Lantai Atap
1
Roofdrain dia. 100mm Cast Iron
bh
40.0
185,000.00
7,400,000.00
2
Pipa PVC tipe D dim. 100mm
m'
680.0
113,590.00
77,241,200.00
3
Aksesoris, fitting, elbow dan alat bantu
lot
1.0
4,359,100.00
4,359,100.00
Sub Total Roofdrain & Instalasi Pipa Air Hujan Lantai Atap B 3
89,000,300.00
Saluran drainase & Sumur Resapan Site
1
Saluran Drainasi tertutup uk.w=400, d=600cm dgn grill besi
m'
140.0
469,000.00
65,660,000.00
2
Bak Kontrol 600x600mm
m'
28.0
605,000.00
16,940,000.00
3
Galian dan urugan
m'
140.0
65,000.00
9,100,000.00
4
Sumur Peresapan, Kapasitas 2,3 m³
unit
12.0
3,271,000.00
39,252,000.00
Sub Total Saluran drainase & Sumur Resapan Site
130,952,000.00
TOTAL SISTEM DRAINASI BANGUNAN & INSTALASI AIR HUJAN
219,952,300.00
NO
URAIAN PEKERJAAN
1
2
IV
SISTEM TATA UDARA & VENTILASI
A
TATA UDARA TIPE SPLIT SYSTEM
SAT
VOL
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
A.1 Instalasi Tata Udara Lantai 1 1
AC Split Wall Mounted 0,8 PK, 1 ph, 7800 Btu/h
unit
32.0
3,600,000.00
115,200,000.00
2
Instalasi pipa refrigerant, dan pipa drain
titik
32.0
815,000.00
26,080,000.00
3
Instalasi power dan kontrol AC
titik
32.0
545,000.00
17,440,000.00
4
Ceiling Mount Exhaust Fan
unit
32.0
390,000.00
12,480,000.00
5
Instalasi power, kontrol exhaust fan & ducting PVC
titik
32.0
359,830.00
11,514,560.00
Sub Total Instalasi Tata Udara Lantai 1
182,714,560.00
A.2 Instalasi Tata Udara Lantai 2 1
AC Split Wall Mounted 0,8 PK, 1 ph, 7800 Btu/h
unit
32.0
3,600,000.00
115,200,000.00
2
Instalasi pipa refrigerant, dan pipa drain
titik
32.0
815,000.00
26,080,000.00
3
Instalasi power dan kontrol AC
titik
32.0
545,000.00
17,440,000.00
4
Ceiling Mount Exhaust Fan
unit
32.0
390,000.00
12,480,000.00
5
Instalasi power, kontrol exhaust fan & ducting PVC
titik
32.0
359,830.00
11,514,560.00
Sub Total Instalasi Tata Udara Lantai 2
182,714,560.00
A.3 Instalasi Tata Udara Lantai 3 1
AC Split Wall Mounted 0,8 PK, 1 ph, 7800 Btu/h
unit
32.0
3,600,000.00
115,200,000.00
2
Instalasi pipa refrigerant, dan pipa drain
titik
32.0
815,000.00
26,080,000.00
3
Instalasi power dan kontrol AC
titik
32.0
545,000.00
17,440,000.00
4
Ceiling Mount Exhaust Fan
unit
32.0
390,000.00
12,480,000.00
5
Instalasi power, kontrol exhaust fan & ducting PVC
titik
32.0
359,830.00
11,514,560.00
Sub Total Instalasi Tata Udara Lantai 3
182,714,560.00
TOTAL SISTEM TATA UDARA & VENTILASI
548,143,680.00
NO
URAIAN PEKERJAAN
1
2
V
SISTEM PENANGGULANGAN KEBAKARAN (HYDRANT)
A
INSTALASI PEMIPAAN HYDRANT
SAT
VOL
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
A.1 Instalasi Indoor Hydrant Lantai 01 1
2
Pengadaan dan Pemasangan Pipa BS sch 40 - dia. 65
mm
m
115.0
217,370.00
24,997,550.00
- dia. 80
mm
m
7.0
278,690.00
1,950,830.00
- dia. 100
mm
m
12.0
354,340.00
4,252,080.00
unit
3.0
4,750,000.00
14,250,000.00
bh
3.0
2,361,000.00
7,083,000.00
ls
1.0
3,838,000.00
3,838,000.00
Indoor Hydrant Box lengkap dengan nozzel dan Accessories sbb : - Landing valve dia 65 mm - Valve Vander Hyder
3
Gate Valve
4
Material Bantu
- dia 65
mm
Sub Total Instalasi Indoor Hydrant Lantai 01
56,371,460.00
A.2 Instalasi Indoor Hydrant Lantai 02 1
2
Pengadaan dan Pemasangan Pipa BS sch 40 - dia. 65
mm
m
115.0
217,370.00
24,997,550.00
- dia. 80
mm
m
7.0
278,690.00
1,950,830.00
- dia. 100
mm
m
12.0
354,340.00
4,252,080.00
unit
3.0
4,750,000.00
14,250,000.00
bh
3.0
2,361,000.00
7,083,000.00
ls
1.0
3,838,000.00
3,838,000.00
Indoor Hydrant Box lengkap dengan nozzel dan Accessories sbb : - Landing valve dia 65 mm - Valve Vander Hyder
3
Gate Valve
4
Material Bantu
- dia 65
mm
Sub Total Instalasi Indoor Hydrant Lantai 02
56,371,460.00
A.3 Instalasi Indoor Hydrant Lantai 03 1
2
Pengadaan dan Pemasangan Pipa BS sch 40 - dia. 65
mm
m
115.0
217,370.00
24,997,550.00
- dia. 80
mm
m
7.0
278,690.00
1,950,830.00
- dia. 100
mm
m
12.0
354,340.00
4,252,080.00
unit
3.0
4,750,000.00
14,250,000.00
bh
3.0
2,361,000.00
7,083,000.00
ls
1.0
3,838,000.00
3,838,000.00
Indoor Hydrant Box lengkap dengan nozzel dan Accessories sbb : - Landing valve dia 65 mm - Valve Vander Hyder
3
Gate Valve
4
Material Bantu
- dia 65
mm
Sub Total Instalasi Indoor Hydrant Lantai 03
56,371,460.00
A.4 Instalasi Indoor Hydrant Lantai Basement 1
2
Pengadaan dan Pemasangan Pipa BS sch 40 - dia. 65
mm
m
112.0
217,370.00
24,345,440.00
- dia. 80
mm
m
7.0
278,690.00
1,950,830.00
- dia. 100
mm
m
12.0
354,340.00
4,252,080.00
unit
3.0
4,750,000.00
14,250,000.00
bh
3.0
2,361,000.00
7,083,000.00
ls
1.0
3,838,000.00
3,838,000.00
Indoor Hydrant Box lengkap dengan nozzel dan Accessories sbb : - Landing valve dia 65 mm - Valve Vander Hyder
3
Gate Valve
4
Material Bantu
- dia 65
mm
Sub Total Instalasi Indoor Hydrant Lantai Basement
55,719,350.00
A.5 Instalasi Pipa Utama & Riser Hydrant 1
Pengadaan dan Pemasangan Pipa BS sch 40 -
dia. 100 mm
(riser)
2
Gate Valve
3
Fitting & Consumable material
4
Testing & comissioning
- dia 100
mm
bh
16.0
354,340.00
5,669,440.00
bh
1.0
4,489,000.00
4,489,000.00
ls
1.0
850,416.00
850,416.00
ls
1.0
1,500,000.00
1,500,000.00
Sub Total Instalasi Pipa Utama & Riser Hydrant
12,508,856.00
TOTAL SISTEM PENANGGULANGAN KEBAKARAN (HYDRANT)
237,342,586.00
NO
URAIAN PEKERJAAN
1
2
SAT
VOL
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
JUMLAH
( Rp. )
( Rp. )
( Rp. )
5
6
7
VI PASSANGER ELEVATOR A
Persiapan, Ijin-ijin, Shop Drawing
B
Peralatan Utama Lift 01
1
Room Less Elevator - Type
: Passanger Lift/Elevator
- Capacity (Kg)
: 750 Kg/ 11 Person
- Speed (m/s)
: 60 mpm
- Stop / Opening
: 3 Opening/ 3 Floor
- Machine
: Room Less
- Control
: AC-VVVF
- Doors
: 2 Panels Center Opening - Automatic Door
- Main Power
: 5,4 kW, 3 phase, 380V, 50Hz
- Lighting
: 1 phase, 220V, 50Hz
- Finishing
: Standard
- Operation
: Simplex Selective Collective
- Option
: Car Op Panel, DS, AG, ECL, MHB, HPI, FES, ELD
ls
1.0
7,500,000.00
7,500,000.00
unit
1.0
614,075,000.00
614,075,000.00
2
Automatic Release Device (ARD)
unit
1.0
52,635,000.00
52,635,000.00
3
Local Content
set
1.0
45,500,000.00
45,500,000.00
set
1.0
15,000,000.00
15,000,000.00
- Biaya Pemasangan - Testing Comissioning - Ijin Depnaker 4
Support Beam - WF 150x75 - WF 150x300 - Angkur D16 - hollow 50x50
Sub Total Peralatan Utama Lift 01
727,210,000.00
C Peralatan Utama Lift 02 1
Room Less Elevator - Type
: Passanger Lift/Elevator
- Capacity (Kg)
: 750 Kg/ 11 Person
- Speed (m/s)
: 60 mpm
- Stop / Opening
: 3 Opening/ 3 Floor
- Machine
: Room Less
- Control
: AC-VVVF
- Doors
: 2 Panels Center Opening - Automatic Door
- Main Power
: 5,4 kW, 3 phase, 380V, 50Hz
- Lighting
: 1 phase, 220V, 50Hz
- Finishing
: Standard
- Operation
: Simplex Selective Collective
- Option
: Car Op Panel, DS, AG, ECL, MHB, HPI, FES, ELD
unit
1.0
614,075,000.00
614,075,000.00
2
Automatic Release Device (ARD)
unit
1.0
52,635,000.00
52,635,000.00
3
Local Content
set
1.0
45,500,000.00
45,500,000.00
set
1.0
15,000,000.00
15,000,000.00
- Biaya Pemasangan - Testing Comissioning - Ijin Depnaker 4
Support Beam - WF 150x75 - WF 150x300 - Angkur D16 - hollow 50x50
Sub Total Peralatan Utama Lift 02
727,210,000.00
TOTAL PASSANGER ELEVATOR
1,461,920,000.00
NO
URAIAN PEKERJAAN
SAT
VOL
1
2
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
VII PENYEDIAAN JARINGAN & DISTRIBUSI LISTRIK A
SUPLAI JARINGAN LISTRIK TEGANGAN RENDAH
1
Sambung Daya & Perijinan PLN - Penyambungan baru & Ijin PLN
kVA
131.0
875,000.00
114,625,000.00
- Jaminan Instalasi (JIL)
kVA
131.0
200,000.00
26,200,000.00
- Uang Jaminan Langganan (UJL)
kVA
131.0
200,000.00
26,200,000.00
- Sertifikat Layak Operasi (SLO) Konsuil
ls
1.0
7,205,000.00
7,205,000.00
- Keur Gambar
ls
1.0
19,650,000.00
19,650,000.00
- Administrasi Perijinan & Hibah
ls
1.0
27,500,000.00
27,500,000.00
Sub Total Sambung Daya & Perijinan PLN
221,380,000.00
A.2 Pengadaan Jaringan Udara TM 20kV 1
Tiang Beton SUTM
btg
1.0
3,250,000.00
3,250,000.00
2
Konduktor TM 20kV
mtr
90.0
52,500.00
4,725,000.00
3
Trekskur (Guy Wire)
set
1.0
2,450,000.00
2,450,000.00
4
Isolator & Aksesoris
ls
1.0
4,270,000.00
4,270,000.00
1
Tiang Penyangga Trafo & Kool Brecket
set
1.0
9,450,000.00
9,450,000.00
2
Trafo 160 kVA, 3 phase, 20 kV/400V
bh
1.0
78,000,000.00
78,000,000.00
3
Arrester & Cut Out
set
1.0
5,600,000.00
5,600,000.00
4
Konduktor AAAC 150mm2, Isolator & Aksesoris
ls
1.0
1,340,000.00
1,340,000.00
Sub Total Pengadaan Jaringan Udara TM 20kV B
109,085,000.00
PANEL TEGANGAN RENDAH & KABEL TOEVOER
B.1 PANEL TEGANGAN RENDAH
Standing Floor cubicle, steel sheet metal ( 2 mm min), cat bakar . Komponen sesuai dengan diagram satu garis pada gbr rencana, lengkap dgn grounding panel (netral+body). 1
Panel LVMDP -
Panel Box Uk. 1600(H) x (800) x 400(D)MM
set
1.0
31,030,650.00
31,030,650.00
Type : Free Standing Material Plat : 2 MM Painting : Powder Coating Incoming -
MCCB 350 3P 25KA INCOMING PLN
-
CT 400/5A, 15VA Class 1
-
Frequency Meter 220V
-
Ampere Meter MI CT .../5A
-
Voltmeter 0-500 V
-
Surge Arrester 3P+N 40KA
-
Volt Selector Switch 7 Posisi
-
Push Button Switch 25mm
-
Power Factor Meter CT .../5A
-
Selector Switch M-O-A 2P
-
Relay + Timer
-
Pilot Lamp 220 VAC
-
Miniature Fuse Link 4A
Outgoing -
MCCB 100-200A 3P 10KA
3 bh
-
MCCB 30A 3P 10KA
1 bh
-
MCCB 25A 3P 10KA
2 bh
-
MCCB 15A 3P 7.5KA
1 bh
-
MCB 16A 3P 6KA
1 bh
-
CU Busbar
-
Sub Material
-
Cable Wiring & Accessories Sub Total Panel LVMDP
Box Panel - Wall mounted cubicle, steel sheet metal ( 1,6 mm min), cat bakar . Komponen sesuai dengan diagram satu garis pada gbr rencana, lengkap dgn grounding panel (netral+body). 2
Panel SDP -
Panel Box Uk.
bh
1.0
1,800,000.00
1,800,000.00
-
Pilot lamp & fuse
80 x
60 x
25cm
bh
3.0
75,000.00
225,000.00
-
CT 200/5A
bh
3.0
275,000.00
825,000.00
-
Ampere meter
bh
3.0
295,000.00
885,000.00
-
Voltmeter (0-500V)
bh
1.0
250,000.00
250,000.00
31,030,650.00
NO
URAIAN PEKERJAAN
SAT
VOL
1
2
3
4
-
Frequency Meter 220V
bh
1.0
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
325,000.00
325,000.00
NO
URAIAN PEKERJAAN
SAT
VOL
1
2
3
4
-
KWH Meter 3 Phase, Digital
-
Selector switch
-
MCCB
18kA
3P
225 A
-
MCCB
7,5kA
3P
-
MCCB
7,5kA
3P
-
MCB
6kA
-
MCB
6kA
-
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
bh
1.0
3,661,000.00
3,661,000.00
bh
1.0
85,000.00
85,000.00
bh
1.0
1,914,300.00
1,914,300.00
60 A
bh
3.0
831,800.00
2,495,400.00
25 A
bh
2.0
762,700.00
1,525,400.00
3P
20 A
bh
1.0
574,100.00
574,100.00
3P
16 A
bh
1.0
574,100.00
574,100.00
Grounding panel lokal
set
1.0
270,000.00
270,000.00
-
Busbar RSTN-GND
set
1.0
450,000.00
450,000.00
-
Kabel, Wiring & Pemasangan
set
1.0
1,406,000.00
1,406,000.00
-
Material Bantu
set
1.0
401,800.00
401,800.00 Sub Total Panel SDP
3
-
Panel Box Wall Mounted
-
Pilot lamp & fuse
-
MCCB
7,5kA
3P
-
MCB
4,5kA
-
MCB
4,5kA
-
Busbar RSTN-GND
-
100 x
80 x
20cm
bh
1.0
2,400,000.00
2,400,000.00
bh
3.0
80,000.00
240,000.00
100 A
bh
1.0
901,000.00
901,000.00
1P
10 A
bh
35.0
74,100.00
2,593,500.00
1P
6A
bh
1.0
74,100.00
74,100.00
ls
1.0
600,000.00
600,000.00
Kabel, Wiring & Pemasangan
ls
1.0
441,000.00
441,000.00
Material Bantu
ls
1.0
126,000.00
126,000.00
Sub Total Panel Lantai 1 (PL-1) 4
-
Panel Box Wall Mounted
-
Pilot lamp & fuse
-
MCCB
7,5kA
3P
-
MCB
4,5kA
-
MCB
4,5kA
-
Busbar RSTN-GND
-
100 x
80 x
20cm
bh
1.0
2,400,000.00
2,400,000.00
bh
3.0
80,000.00
240,000.00
100 A
bh
1.0
901,000.00
901,000.00
1P
10 A
bh
35.0
74,100.00
2,593,500.00
1P
6A
bh
1.0
74,100.00
74,100.00
ls
1.0
600,000.00
600,000.00
Kabel, Wiring & Pemasangan
ls
1.0
441,000.00
441,000.00
Material Bantu
ls
1.0
126,000.00
126,000.00
-
Panel Box Wall Mounted
-
Pilot lamp & fuse
-
MCCB
7,5kA
3P
-
MCB
4,5kA
-
MCB
4,5kA
-
Busbar RSTN-GND
-
100 x
80 x
20cm
bh
1.0
2,400,000.00
2,400,000.00
bh
3.0
80,000.00
240,000.00
100 A
bh
1.0
901,000.00
901,000.00
1P
10 A
bh
35.0
74,100.00
2,593,500.00
1P
6A
bh
1.0
74,100.00
74,100.00
ls
1.0
600,000.00
600,000.00
Kabel, Wiring & Pemasangan
ls
1.0
441,000.00
441,000.00
Material Bantu
ls
1.0
126,000.00
126,000.00 7,375,600.00
Panel Penerangan Lantai Basement (PL-B) -
Panel Box Wall Mounted
-
Pilot lamp & fuse
-
MCCB
7,5kA
3P
-
MCB
4,5kA
-
MCB
4,5kA
-
60 x
50 x
20cm
bh
1.0
900,000.00
900,000.00
bh
3.0
80,000.00
240,000.00
15 A
bh
1.0
831,800.00
831,800.00
1P
10 A
bh
1.0
74,100.00
74,100.00
1P
6A
bh
8.0
74,100.00
592,800.00
Busbar RSTN-GND
ls
1.0
225,000.00
225,000.00
Kabel, Wiring & Pemasangan
ls
1.0
197,000.00
197,000.00
Material Bantu
ls
1.0
56,300.00
56,300.00
Sub Total Panel Penerangan Lantai Basement (PL-B) 7
7,375,600.00
Panel Lantai 3 (PL-3)
Sub Total Panel Lantai 3 (PL-3) 6
7,375,600.00
Panel Lantai 2 (PL-2)
Sub Total Panel Lantai 2 (PL-2) 5
17,667,100.00
Panel Lantai 1 (PL-1)
3,117,000.00
Panel Kamar-kamar (typical), total jumlah 39 set Tiap unit terdiri dari:
set
-
MCB Box with cover
20 x
-
MCB
4,5kA
1P
20 A
-
MCB
4,5kA
1P
10 A
-
MCB
4,5kA
1P
6A
-
Magnetik kontaktor 20 Amper, 1 phase
-
Busbar RSTN-GND
-
Kabel, Wiring & Pemasangan
-
Material Bantu
15 x
96.0
896,500.00
86,064,000.00
10cm
Sub Total Panel Kamar-kamar (typical), total jumlah 39 set
86,064,000.00
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
NO
URAIAN PEKERJAAN
SAT
VOL
1
2
3
4
20cm
bh
1.0
900,000.00
900,000.00
bh
3.0
80,000.00
240,000.00
8
Panel Booster Pump (P-BP) -
Panel Box Wall Mounted
-
Pilot lamp & fuse
60 x
50 x
-
MCB
10kA
3P
25 A
bh
1.0
962,400.00
962,400.00
-
MCB
4,5kA
3P
10 A
bh
2.0
542,700.00
1,085,400.00
-
MCB
4,5kA
1P
10 A
bh
1.0
74,100.00
74,100.00
-
Busbar RSTN-GND
ls
1.0
225,000.00
225,000.00
-
Kabel, Wiring & Pemasangan
ls
1.0
259,000.00
259,000.00
-
Material Bantu
ls
1.0
74,000.00
74,000.00
Sub Total Panel Booster Pump (P-BP) 9
-
Panel Box Wall Mounted
-
Pilot lamp & fuse
-
MCCB
7,5kA
3P
-
MCB
6kA
-
MCB
-
MCB
-
Busbar RSTN-GND
-
60 x
50 x
20cm
bh
1.0
900,000.00
900,000.00
bh
3.0
80,000.00
240,000.00
30 A
bh
1.0
762,700.00
762,700.00
3P
25 A
bh
1.0
962,400.00
962,400.00
6kA
3P
16 A
bh
2.0
542,700.00
1,085,400.00
4,5kA
1P
16 A
bh
1.0
74,100.00
74,100.00
ls
1.0
225,000.00
225,000.00
Kabel, Wiring & Pemasangan
ls
1.0
335,000.00
335,000.00
Material Bantu
ls
1.0
95,800.00
95,800.00
Sub Total Panel Pompa (P-P) 11
4,680,400.00
Panel Lift/Elevator -
Panel Box Wall Mounted
-
Pilot lamp & fuse
-
MCCB
10kA
3P
-
MCCB
7,5kA
-
MCB
4,5kA
-
Busbar RSTN-GND
-
70 x
50 x
20cm
bh
1.0
1,400,000.00
1,400,000.00
bh
3.0
80,000.00
240,000.00
40 A
bh
1.0
814,400.00
814,400.00
3P
20 A
bh
2.0
762,700.00
1,525,400.00
1P
10 A
bh
1.0
74,100.00
74,100.00
ls
1.0
350,000.00
350,000.00
Kabel, Wiring & Pemasangan
ls
1.0
301,000.00
301,000.00
Material Bantu
ls
1.0
86,000.00
86,000.00
Sub Total Panel Lift/Elevator 12
3,819,900.00
Panel Pompa (P-P)
4,790,900.00
Panel Water Heater -
Panel Box Wall Mounted
-
Pilot lamp & fuse
-
MCCB
10kA
3P
-
MCCB
7,5kA
-
MCB
4,5kA
-
Busbar RSTN-GND
-
70 x
50 x
20cm
bh
1.0
1,400,000.00
1,400,000.00
bh
3.0
80,000.00
240,000.00
40 A
bh
1.0
814,400.00
814,400.00
3P
20 A
bh
2.0
762,700.00
1,525,400.00
1P
10 A
bh
1.0
74,100.00
74,100.00
ls
1.0
350,000.00
350,000.00
Kabel, Wiring & Pemasangan
ls
1.0
301,000.00
301,000.00
Material Bantu
ls
1.0
86,000.00
86,000.00
Sub Total Panel Water Heater
4,790,900.00
B.2 INSTALASI KABEL FEEDER
Instalasi kabel dibawah tanah dengan menggunakan pelindung tekanan mekanis berupa pipa besi atau buis beton dengan diameter menyesuaikan ukuran kabel toevoer 1
Kabel dari APP PLN ke M.D.P
NYFGbY (4x185) mm2 + BC 70mm2
m'
98.0
1,642,500.00
160,965,000.00
Sub Total INSTALASI KABEL FEEDER
160,965,000.00
B.3 INSTALASI KABEL TOEVOER DALAM BANGUNAN
Instalasi kabel di dalam atau dibawah plat dengan menggunakan high impact conduit dengan diameter pipa menyesuaikan ukuran kabel toevoer Instalasi Kabel Toevoer 1
Kabel dari M.D.P ke Panel Pompa Air
NYY 4x4 mm² + BC 1x2,5mm
m'
16.0
50,600.00
809,600.00
2
Kabel dari S.D.P ke Panel Penerangan Lantai 1
NYY 4x25 mm² + BC 1x10mm
m'
6.0
234,600.00
1,407,600.00
3
Kabel dari S.D.P ke Panel Penerangan Lantai 2
NYY 4x25 mm² + BC 1x10mm
m'
15.0
234,600.00
3,519,000.00
4
Kabel dari S.D.P ke Panel Penerangan Lantai 3
NYY 4x25 mm² + BC 1x10mm
m'
26.0
234,600.00
6,099,600.00
5
Kabel dari S.D.P ke Panel Penerangan Lantai Baseme NYY 4x4 mm² + BC 1x2,5mm
m'
14.0
50,600.00
708,400.00
6
Kabel dari S.D.P ke P. Pompa Booster
NYY 4x4 mm² + BC 1x2,5mm
m'
62.0
50,600.00
3,137,200.00
7
Kabel dari S.D.P ke Panel Lift/Elevator
FRC 4x6 mm² + BC 1x4mm2
m'
27.0
106,600.00
2,878,200.00
8
Kabel dari S.D.P ke Panel Water Heater
NYY 4x6 mm² + BC 1x2,5mm
m'
66.0
106,600.00
7,035,600.00
Sub Total INSTALASI KABEL TOEVOER DALAM BANGUNAN
25,595,200.00
NO
URAIAN PEKERJAAN
SAT
VOL
1
2
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
B.4 INSTALASI KABEL PERALATAN
Instalasi kabel di dalam atau dibawah plat dengan menggunakan high impact conduit dengan diameter pipa menyesuaikan ukuran kabel toevoer 1
Kabel power dari Panel Lantai 1 ke MCB Box Kamar-kamar
ttk
32.0
578,360.00
18,507,520.00
2
Kabel power dari Panel Lantai 2 ke MCB Box Kamar-kamar
ttk
32.0
578,360.00
18,507,520.00
3
Kabel power dari Panel Lantai 3 ke MCB Box Kamar-kamar
ttk
32.0
578,360.00
18,507,520.00
4
Kabel power dari Panel Pompa ke Unit Pompa Air
ttk
2.0
1,244,400.00
2,488,800.00
5
Kabel power dari Panel Pompa ke Unit Pompa Booster
ttk
2.0
1,244,400.00
2,488,800.00
6
Kabel power dari Panel Pompa ke Unit Pompa Deepwell
ttk
1.0
1,151,300.00
1,151,300.00
7
Kabel power dari Panel Lift ke Unit Lift/Elevator
ttk
2.0
1,381,500.00
2,763,000.00
Sub Total INSTALASI KABEL PERALATAN
64,414,460.00
TOTAL PENYEDIAAN JARINGAN & DISTRIBUSI LISTRIK
759,527,310.00
NO
URAIAN PEKERJAAN
1
2
SAT
VOL
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
2,150,850.00
VIII INSTALASI PENERANGAN & KOTAK KONTAK A
Instalasi Penerangan Lantai Basement
1
Lampu Roset E27 1x11 Watt
bh
13.0
165,450.00
2
Lampu Roset E27 1x18 Watt
bh
4.0
182,270.00
729,080.00
3
Lampu TL T5 2x36 Watt Inbouw
bh
33.0
492,690.00
16,258,770.00
4
Lampu Baret Square TL 22 Watt Outbouw
bh
3.0
379,810.00
1,139,430.00
5
Lampu Exit Slimline 8 Watt c/w Nicad Battery
bh
2.0
1,294,700.00
2,589,400.00
6
Saklar Tunggal
bh
2.0
34,500.00
69,000.00
7
Saklar Ganda
bh
7.0
39,500.00
276,500.00
8
Saklar Tukar
bh
2.0
57,000.00
114,000.00
9
Instalasi penerangan
ttk
55.0
241,040.00
13,257,200.00
10
Outlet stopkontak, tunggal, 1ph, 10A/250VA
bh
2.0
43,550.00
87,100.00
11
Instalasi stopkontak
ttk
2.0
289,180.00
578,360.00
Sub Total Instalasi Penerangan Lantai Basement B 1
Lampu Downlight CFL 1x11 Watt E27 Inbouw
bh
91.0
215,800.00
19,637,800.00
2
Lampu Downlight CFL 1x18 Watt E27 Inbouw
bh
71.0
233,070.00
16,547,970.00
3
Lampu TL Balk 2x18 Watt Outbouw
bh
2.0
345,620.00
691,240.00
4
Lampu Baret Mentos TL 22 Watt Outbouw
bh
2.0
424,410.00
848,820.00
5
Lampu Baret Square TL 22 Watt Outbouw
bh
5.0
379,810.00
1,899,050.00
6
Lampu Exit Slimline 8 Watt c/w Nicad Battery
bh
3.0
1,294,700.00
3,884,100.00
7
Saklar Tunggal
bh
100.0
39,600.00
3,960,000.00
8
Saklar Ganda
bh
66.0
54,850.00
3,620,100.00
9
Saklar Tukar
bh
13.0
137,350.00
1,785,550.00
10
Instalasi penerangan
ttk
174.0
241,040.00
41,940,960.00
11
Outlet stopkontak, tunggal, 1ph, 10A/250VA
bh
103.0
43,550.00
4,485,650.00
12
Instalasi stopkontak
ttk
103.0
289,180.00
29,785,540.00
13
Panel Box kamar-kamar (6gang)
bh
32.0
800,000.00
25,600,000.00
Sub Total Instalasi Penerangan Lantai 1 C
154,686,780.00
Instalasi Penerangan Lantai 2
1
Lampu Downlight CFL 1x11 Watt E27 Inbouw
bh
91.0
215,800.00
19,637,800.00
2
Lampu Downlight CFL 1x18 Watt E27 Inbouw
bh
71.0
233,070.00
16,547,970.00
3
Lampu TL Balk 2x18 Watt Outbouw
bh
2.0
345,620.00
691,240.00
4
Lampu Baret Mentos TL 22 Watt Outbouw
bh
2.0
424,410.00
848,820.00
5
Lampu Baret Square TL 22 Watt Outbouw
bh
5.0
379,810.00
1,899,050.00
6
Lampu Exit Slimline 8 Watt c/w Nicad Battery
bh
3.0
1,294,700.00
3,884,100.00
7
Saklar Tunggal
bh
100.0
39,600.00
3,960,000.00
8
Saklar Ganda
bh
66.0
54,850.00
3,620,100.00
9
Saklar Tukar
bh
13.0
137,350.00
1,785,550.00
10
Instalasi penerangan
ttk
174.0
241,040.00
41,940,960.00
11
Outlet stopkontak, tunggal, 1ph, 10A/250VA
bh
103.0
43,550.00
4,485,650.00
12
Instalasi stopkontak
ttk
103.0
289,180.00
29,785,540.00
13
Panel Box kamar-kamar (6gang)
bh
32.0
800,000.00
25,600,000.00
Sub Total Instalasi Penerangan Lantai 2 D
37,249,690.00
Instalasi Penerangan Lantai 1
154,686,780.00
Instalasi Penerangan Lantai 3
1
Lampu Downlight CFL 1x11 Watt E27 Inbouw
bh
91.0
215,800.00
19,637,800.00
2
Lampu Downlight CFL 1x18 Watt E27 Inbouw
bh
71.0
233,070.00
16,547,970.00
3
Lampu TL Balk 2x18 Watt Outbouw
bh
2.0
345,620.00
691,240.00
4
Lampu Baret Mentos TL 22 Watt Outbouw
bh
2.0
424,410.00
848,820.00
5
Lampu Baret Square TL 22 Watt Outbouw
bh
5.0
379,810.00
1,899,050.00
6
Lampu Exit Slimline 8 Watt c/w Nicad Battery
bh
3.0
1,294,700.00
3,884,100.00
7
Saklar Tunggal
bh
100.0
39,600.00
3,960,000.00
8
Saklar Ganda
bh
66.0
54,850.00
3,620,100.00
9
Saklar Tukar
bh
13.0
137,350.00
1,785,550.00
10
Instalasi penerangan
ttk
174.0
241,040.00
41,940,960.00
11
Outlet stopkontak, tunggal, 1ph, 10A/250VA
bh
103.0
43,550.00
4,485,650.00
12
Instalasi stopkontak
ttk
103.0
289,180.00
29,785,540.00
13
Panel Box kamar-kamar (6gang)
bh
32.0
800,000.00
25,600,000.00
Sub Total Instalasi Penerangan Lantai 3
154,686,780.00
TOTAL INSTALASI PENERANGAN & KOTAK KONTAK
501,310,030.00
NO
URAIAN PEKERJAAN
1
2
SAT
VOL
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
IX SISTEM TELEPON / VOICE COMMUNICATION A 1
Main Equipment PBX 8 CO/PTT 128 Extension (KX-TD Series):
unit
1.0
107,387,200.00
107,387,200.00
Central Unit terdiri dari komponen sbb: - Main unit 10slot + 1 Optional slot - Expansion Card - DHLC Card - ECLC 16 Port Card (8 Unit) - L-Type Power Supply - Standard Key Telephone 2
MDF 150 Line
bh
1.0
5,075,000.00
5,075,000.00
3
Battery Backup 2 hour c/w Box & Accesories
bh
1.0
2,179,600.00
2,179,600.00
Sub Total Main Equipment B 1
Kabel Feeder dari MDF ke TBT Lantai 01 (ITC 50 pair)
m
18.0
140,000.00
2,520,000.00
2
Kabel Feeder dari MDF ke TBT Lantai 02 (ITC 50 pair)
m
24.0
140,000.00
3,360,000.00
3
Kabel Feeder dari MDF ke TBT Lantai 03 (ITC 50 pair)
m
30.0
140,000.00
4,200,000.00
Sub Total Instalasi Kabel Feeder C
114,641,800.00
Instalasi Kabel Feeder
10,080,000.00
Instalasi Telepon Lantai 1
Instalasi Kabel ITC 2x0.6mm dalam High Impact conduit dia. 20mm 1
Outlet single line telephone
bh
32.0
75,500.00
2,416,000.00
2
Baseline Standard
unit
32.0
165,000.00
5,280,000.00
3
Instalasi pengkabelan ekstensi telephone
ttk
32.0
236,030.00
7,552,960.00
4
Terminal Box Telepon (TBT-1) kap. 50 pair
bh
1.0
750,000.00
750,000.00
Sub Total Instalasi Telepon Lantai 1 D
15,998,960.00
Instalasi Telepon Lantai 2
Instalasi Kabel ITC 2x0.6mm dalam High Impact conduit dia. 20mm 1
Outlet single line telephone
bh
32.0
75,500.00
2,416,000.00
2
Baseline Standard
unit
32.0
165,000.00
5,280,000.00
3
Instalasi pengkabelan ekstensi telephone
ttk
32.0
236,030.00
7,552,960.00
4
Terminal Box Telepon (TBT-2) kap. 50 pair
bh
1.0
150,000.00
150,000.00
Sub Total Instalasi Telepon Lantai 2 E
15,398,960.00
Instalasi Telepon Lantai 3
Instalasi Kabel ITC 2x0.6mm dalam High Impact conduit dia. 20mm 1
Outlet single line telephone
bh
32.0
75,500.00
2,416,000.00
2
Baseline Standard
unit
32.0
165,000.00
5,280,000.00
3
Instalasi pengkabelan ekstensi telephone
ttk
32.0
236,030.00
7,552,960.00
4
Terminal Box Telepon (TBT-3) kap. 50 pair
bh
1.0
300,000.00
300,000.00
Sub Total Instalasi Telepon Lantai 3
15,548,960.00
TOTAL SISTEM TELEPON / VOICE COMMUNICATION
171,668,680.00
NO
URAIAN PEKERJAAN
SAT
VOL
2
3
4
1
X
SISTEM KOMUNIKASI DATA / LOCAL AREA NETWORK (LAN)
A
Peralatan Utama Sistem Komunikasi Data / LAN
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
A.1 Ruang Server 1
Komputer Server
set
1.0
9,382,800.00
9,382,800.00
unit
1.0
7,192,700.00
7,192,700.00
ls
1.0
803,000.00
803,000.00
set
1.0
2,550,000.00
2,550,000.00
lot
1.0
2,444,000.00
2,444,000.00
- Desktop PC Intel Core I3 - 4GB (1x4GB) DDR3 PC-12800 - SATA 500 GB 7200 rpm - Optical DVD RW - WiFi & Bluetoofh - Monitor 18,5 Inch - Keyboard Mouse - Integrated Audio Speaker 2
Access Switch Hub Managed - 24 Port Ethernet 10/100/1000Base, Gigabit
3
Reuter Bandwidth management
4
Racking System - 19" Wallmounted Rack 4U, depth 381mm, include, - 1ea power outlet 2 socket, 1ea Roof Fan, Cage Nut - including wiring management, support rack & accessories
5
Professional Service -
Cable Installation
-
Cable Termination
-
Testing and Commissioning Sub Total Peralatan Utama Sistem Komunikasi Data / LAN
B
22,372,500.00
INSTALASI KABEL & OUTLET LAN/JARINGAN DATA
B.1 Instalasi LAN/Jaringan Data Lantai 1 1
Outlet data RJ45 Wallmount, inbouw flush type Dual-Band Wireless N Access Point, 802.11b/g/n, 270Mbps
2 3
Instalasi kabel data UTP Cat 6, termasuk
ttk
1.0
95,700.00
95,700.00
bh
3.0
1,197,500.00
3,592,500.00
ttk
4.0
429,060.00
1,716,240.00
- kabel UTP CAT 6, include port connector - kabel duct, ties, dan klem Sub Total Instalasi LAN/Jaringan Data Lantai 1 B.2 Instalasi LAN/Jaringan Data Lantai 2 Dual-Band Wireless N Access Point, 802.11b/g/n, 270Mbps 1 2
Instalasi kabel data UTP Cat 6, termasuk
bh
3.0
1,197,500.00
3,592,500.00
ttk
3.0
429,060.00
1,287,180.00
5,404,440.00
- kabel UTP CAT 6, include port connector - kabel duct, ties, dan klem Sub Total Instalasi LAN/Jaringan Data Lantai 2 B.3 Instalasi LAN/Jaringan Data Lantai 3 Dual-Band Wireless N Access Point, 802.11b/g/n, 270Mbps 1 2
Instalasi kabel data UTP Cat 6, termasuk
bh
3.0
1,197,500.00
3,592,500.00
ttk
3.0
429,060.00
1,287,180.00
4,879,680.00
- kabel UTP CAT 6, include port connector - kabel duct, ties, dan klem Sub Total Instalasi LAN/Jaringan Data Lantai 3
4,879,680.00
TOTAL SISTEM KOMUNIKASI DATA / LOCAL AREA NETWORK (LAN)
37,536,300.00
NO
URAIAN PEKERJAAN
1
2
SAT
VOL
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
XI SISTEM DETEKSI KEBAKARAN (FIRE ALARM) A 1
Main Equipment Fire Alarm Master control fire alarm (MCFA), -
Fire Alarm Konvensional System, 20 Zone Protection
-
c/w LCD Display back up battery & charger
-
Control relay module for Lift & Automatic Dial
unit
1.0
26,594,900.00
26,594,900.00
2
Control relay module for Lift / Elevator, Sound, Hydrant & Automatic Dial
set
4.0
530,000.00
2,120,000.00
3
Surge Arrester
unit
1.0
1,245,000.00
1,245,000.00
4
MTB 20 Zone
unit
1.0
2,582,800.00
2,582,800.00
5
Rackmount UPS 1000VA
unit
1.0
1,790,000.00
1,790,000.00
6
Testing & Comissioning
ls
1.0
2,750,000.00
2,750,000.00
Sub Total Main Equipment Fire Alarm B 1
Instalasi interkoneksi dari MCPFA ke Panel PABX
NYMHY 3x1,5 mm
ls
1.0
860,000.00
2
Instalasi interkoneksi dari MCPFA ke Panel Lift
NYMHY 3x1,5 mm
ls
1.0
860,000.00
860,000.00
3
Instalasi interkoneksi dari MCPFA ke Panel Hydrant
NYMHY 3x1,5 mm
ls
1.0
3,440,000.00
3,440,000.00
4
Instalasi interkoneksi dari MCPFA ke Panel Sound
NYMHY 3x1,5 mm
ls
1.0
860,000.00
860,000.00
5
Feeder cable Twisted Shelded 20x18 AWG, from MCFA to MTB
m
5.0
340,000.00
1,700,000.00
6
Feeder cable Twisted Shelded 3x(18 AWG+NYA 2x1,5mm), from MTB to TBT Lantai1
m
8.0
73,000.00
584,000.00
7
Feeder cable Twisted Shelded 3x(18 AWG+NYA 2x1,5mm), from MTB to TBT Lantai2
m
22.0
73,000.00
1,606,000.00
8
Feeder cable Twisted Shelded 3x(18 AWG+NYA 2x1,5mm), from MTB to TBT Lantai3
m
28.0
73,000.00
2,044,000.00
9
Feeder cable Twisted Shelded 3x(18 AWG+NYA 2x1,5mm), from MTB to TBT Lantai basement
m
22.0
73,000.00
860,000.00
1,606,000.00
Sub Total Instalasi Kabel Feeder dari MTB ke TBFA C
37,082,700.00
Instalasi Kabel Feeder dari MTB ke TBFA
13,560,000.00
Instalasi Fire Alarm Lantai Basement
1
Photoelectric Smoke Detector
bh
22.0
504,000.00
11,088,000.00
2
Heat Detector (Rate Of Rise)
bh
2.0
173,300.00
346,600.00
3
Alarm Lamp
bh
3.0
250,000.00
750,000.00
4
Alarm Bell
bh
3.0
270,000.00
810,000.00
5
Manual Push Button
bh
3.0
210,000.00
630,000.00
6
Installasi detector, STP 18 AWG, dalam PVC Conduit dia.3 / 4"
ttk
24.0
272,440.00
6,538,560.00
7
Instalasi Manual push button, alarm bell, indicator lamp
ttk
3.0
544,880.00
1,634,640.00
- NYA 2(1 x 1,5 mm2) dalam PVC Conduit dia.3 / 4" 8
End Of Line (Resistant 10 KW)
bh
3.0
15,500.00
46,500.00
9
Fire Extinguisher type ABC kap. 4 kg
bh
3.0
1,830,000.00
5,490,000.00
10
Terminal Box
bh
1.0
450,000.00
450,000.00
Sub Total Instalasi Fire Alarm Lantai Basement D
27,784,300.00
Instalasi Fire Alarm Lantai 1
1
Photoelectric Smoke Detector
bh
14.0
504,000.00
7,056,000.00
2
Heat Detector (Rate Of Rise)
bh
33.0
173,300.00
5,718,900.00
3
Alarm Lamp
bh
3.0
250,000.00
750,000.00
4
Alarm Bell
bh
3.0
270,000.00
810,000.00
5
Manual Push Button
bh
3.0
210,000.00
630,000.00
6
Installasi detector, STP 18 AWG, dalam PVC Conduit dia.3 / 4"
ttk
47.0
272,440.00
12,804,680.00
7
Instalasi Manual push button, alarm bell, indicator lamp
ttk
3.0
544,880.00
1,634,640.00
- NYA 2(1 x 1,5 mm2) dalam PVC Conduit dia.3 / 4" 8
End Of Line (Resistant 10 KW)
bh
3.0
15,500.00
46,500.00
9
Fire Extinguisher type ABC kap. 4 kg
bh
3.0
1,830,000.00
5,490,000.00
10
Terminal Box
bh
1.0
450,000.00
450,000.00
Sub Total Instalasi Fire Alarm Lantai 1 E
Instalasi Fire Alarm Lantai 2
1
Photoelectric Smoke Detector
bh
14.0
504,000.00
7,056,000.00
2
Heat Detector (Rate Of Rise)
bh
33.0
173,300.00
5,718,900.00
3
Alarm Lamp
bh
3.0
250,000.00
750,000.00
4
Alarm Bell
bh
3.0
270,000.00
810,000.00
5
Manual Push Button
bh
3.0
210,000.00
630,000.00
6
Installasi detector, STP 18 AWG, dalam PVC Conduit dia.3 / 4"
ttk
47.0
272,440.00
12,804,680.00
7
Instalasi Manual push button, alarm bell, indicator lamp
ttk
3.0
544,880.00
1,634,640.00
- NYA 2(1 x 1,5 mm2) dalam PVC Conduit dia.3 / 4" 8
End Of Line (Resistant 10 KW)
bh
3.0
15,500.00
46,500.00
9
Fire Extinguisher type ABC kap. 4 kg
bh
3.0
1,830,000.00
5,490,000.00
10
Terminal Box
bh
1.0
450,000.00
450,000.00
35,390,720.00
NO 1
URAIAN PEKERJAAN 2
SAT
VOL
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
Sub Total Instalasi Fire Alarm Lantai 2
35,390,720.00
NO
URAIAN PEKERJAAN
1
2 F
SAT
VOL
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
Instalasi Fire Alarm Lantai 3
1
Photoelectric Smoke Detector
bh
14.0
504,000.00
7,056,000.00
2
Heat Detector (Rate Of Rise)
bh
33.0
173,300.00
5,718,900.00
3
Alarm Lamp
bh
3.0
250,000.00
750,000.00
4
Alarm Bell
bh
3.0
270,000.00
810,000.00
5
Manual Push Button
bh
3.0
210,000.00
630,000.00
6
Installasi detector, STP 18 AWG, dalam PVC Conduit dia.3 / 4"
ttk
47.0
272,440.00
12,804,680.00
7
Instalasi Manual push button, alarm bell, indicator lamp
ttk
3.0
544,880.00
1,634,640.00
- NYA 2(1 x 1,5 mm2) dalam PVC Conduit dia.3 / 4" 8
End Of Line (Resistant 10 KW)
bh
3.0
15,500.00
46,500.00
9
Fire Extinguisher type ABC kap. 4 kg
bh
3.0
1,830,000.00
5,490,000.00
10
Terminal Box
bh
1.0
450,000.00
450,000.00
Sub Total Instalasi Fire Alarm Lantai 3
35,390,720.00
TOTAL SISTEM DETEKSI KEBAKARAN (FIRE ALARM)
184,599,160.00
NO
URAIAN PEKERJAAN
1
2
XII
INSTALASI KABEL TRAY
A
Instalasi Kabel Tray Lantai Basement
SAT
VOL
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
1
Kabel Tray Listrik uk.20x5cm
m
87.0
159,600.00
13,885,200.00
2
Kabel Tray Listrik uk.30x5cm
m
80.0
201,600.00
16,128,000.00
3
Kabel Ladder di Shaft Listrik uk. 30x5cm
m
8.0
188,500.00
1,508,000.00
4
Tee
30cm
bh
2.0
242,100.00
484,200.00
5
Elbow
30cm
bh
2.0
218,200.00
436,400.00
6
Reducer
30 >20cm
bh
4.0
180,500.00
722,000.00
7
Aksesoris (Hanger & Support)
ls
1.0
2,503,900.00
2,503,900.00
B
Instalasi Kabel Tray Lantai 01
1
Kabel Tray Listrik uk.20x5cm
m
87.0
159,600.00
13,885,200.00
2
Kabel Tray Listrik uk.30x5cm
m
80.0
201,600.00
16,128,000.00
3
Kabel Ladder di Shaft Listrik uk. 30x5cm
m
8.0
188,500.00
1,508,000.00
4
Tee
30cm
bh
2.0
242,100.00
484,200.00
5
Elbow
30cm
bh
2.0
218,200.00
436,400.00
6
Reducer
30 >20cm
bh
4.0
180,500.00
722,000.00
7
Aksesoris (Hanger & Support)
ls
1.0
2,503,900.00
2,503,900.00
C
Instalasi Kabel Tray Lantai 02
1
Kabel Tray Listrik uk.20x5cm
m
87.0
159,600.00
13,885,200.00
2
Kabel Tray Listrik uk.30x5cm
m
80.0
201,600.00
16,128,000.00
3
Kabel Ladder di Shaft Listrik uk. 30x5cm
m
8.0
188,500.00
1,508,000.00
4
Tee
30cm
bh
2.0
242,100.00
484,200.00
5
Elbow
30cm
bh
2.0
218,200.00
436,400.00
6
Reducer
30 >20cm
bh
4.0
180,500.00
722,000.00
7
Aksesoris (Hanger & Support)
ls
1.0
2,503,900.00
2,503,900.00
D
Instalasi Kabel Tray Lantai 03
1
Kabel Tray Listrik uk.20x5cm
m
87.0
159,600.00
13,885,200.00
2
Kabel Tray Listrik uk.30x5cm
m
80.0
201,600.00
16,128,000.00
3
Kabel Ladder di Shaft Listrik uk. 30x5cm
m
8.0
188,500.00
1,508,000.00
4
Tee
30cm
bh
2.0
242,100.00
484,200.00
5
Elbow
30cm
bh
2.0
218,200.00
436,400.00
6
Reducer
30 >20cm
bh
4.0
180,500.00
722,000.00
7
Aksesoris (Hanger & Support)
ls
1.0
2,503,900.00
2,503,900.00
Sub Total Instalasi Kabel Tray Lantai Basement
Sub Total Instalasi Kabel Tray Lantai 01
Sub Total Instalasi Kabel Tray Lantai 02
35,667,700.00
35,667,700.00
35,667,700.00
Sub Total Instalasi Kabel Tray Lantai 03
35,667,700.00
TOTAL INSTALASI KABEL TRAY
142,670,800.00
NO
URAIAN PEKERJAAN
1
2
SAT
VOL
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
HARGA
( Rp )
( Rp )
( Rp )
5
6
7
XIII SISTEM PENYALUR PETIR Instalasi Penyalur Petir 1
Early Streamer system, 1 spit unit terminal.
unit
1.0
31,486,000.00
31,486,000.00
- Radius proteksi minimal 50 meter - Dilengkapi tiang penyangga pipa GIP, tinggi tiang 200cm 2
Down Conductor NYY cable 1x50mm
m
64.0
93,000.00
5,952,000.00
3
Connecting sleeve
unit
2.0
250,000.00
500,000.00
4
Klem & Aksesoris
bh
32.0
15,000.00
480,000.00
5
Grounding dg tahanan pentanahan minimal 5 Ohm - Dengan galian sumuran mencapai air tanah
ttk
2.0
2,827,000.00
5,654,000.00
- Kawat BC 1x50mm2 dan Pipa GIP 1" pjg=2m, + Ground rood
bh
2.0
1,530,000.00
3,060,000.00
panjang kawat dan pipa menyesuaikan sumuran 6
Bak kontrol
bh
2.0
545,000.00
1,090,000.00
7
Peralatan bantu
set
2.0
2,092,000.00
4,184,000.00
8
Pek. Perijinan & Testing Comissioning
ls
1.0
1,450,000.00
1,450,000.00
Sub Total Instalasi Penyalur Petir
53,856,000.00
TOTAL SISTEM PENYALUR PETIR
53,856,000.00
NO
URAIAN PEKERJAAN
1
2
SAT 3
VOL 4
HARGA
JUMLAH
SATUAN
HARGA
( Rp )
( Rp )
5
6
XIV SISTEM CCTV (CLOSED CIRCUIT TELEVISION) A
Peralatan Utama Pengadaan dan pemasangan peralatan utama CCTV, lengkap terpasang dengan alat bantu dan accessories
1
Network Video Recorder (NDVR) System, 16 Channel, H-264 Compression
unit
1.00
31,875,000.00
31,875,000.00
- Input 16 Channel Camera - Real time live display, 400 fps recording - Data storage Hard drive 2 TB SATA HDD - Gigabit Ethernet, DVD RW 2
Ethernet Switch 24 port, Gigabit
unit
1.00
4,550,000.00
4,550,000.00
3
Colour monitor LED 32 "
unit
1.00
3,850,000.00
3,850,000.00
4
UPS 2 KVA, 60 menit
unit
1.00
3,765,000.00
3,765,000.00
5
Rak Peralatan CCTV, 19", 32U
unit
1.00
7,355,850.00
7,355,850.00
- Front glass door - Key & lock - 3x5 power outlet 6
Meja Console CCTV
unit
1.00
2,875,850.00
2,875,850.00
7
Grounding + Surge Aresster
ls
1.00
3,855,000.00
3,855,000.00
8
Test & Comissioning
ls
1.00
1,500,000.00
1,500,000.00
Sub Total Peralatan Utama B
Instalasi Kabel Utama & CTB
1
NYM 3 x 2,5 mm² dalam PVC Conduit ø 3/4 " dari Main equipment ke CTS
m
36.00
16,200.00
583,200.00
2
Kabel UTP Cat-6 dalam PVC Conduit ø 3/4 " dari Main equipment ke Switch ke Unit
m
189.00
5,500.00
1,039,500.00
3
Camera Terminal Switch (CTB) 8 Port, 10/100 Mbps
850,000.00
3,400,000.00
unit
4.00
Sub Total Instalasi Kabel Utama & CTB C
Camera dan Instalasi Pengkabelan CCTV Pengadaan dan pemasangan instalasi CCTV, lengkap terpasang
1
2
3
4
Instalasi Lantai Basement - Colour Outdoor Fixed Bullet Camera, Day/Night, c/w housing & support
unit
2.00
4,256,300.00
8,512,600.00
- Colour Indoor Dome Camera, Day/Night (NTSC, PAL)
unit
1.00
2,150,000.00
2,150,000.00
- Instalasi camera, kabel NYM 2 x 1,5 mm² & Kabel UTP Cat-6 dalam PVC Conduit ø 3/4 "
ttk
3.00
806,260.00
2,418,780.00
- Colour Indoor Dome Camera, Day/Night (NTSC, PAL)
unit
4.00
2,150,000.00
8,600,000.00
- Instalasi camera, kabel NYM 2 x 1,5 mm² & Kabel UTP Cat-6 dalam PVC Conduit ø 3/4 "
ttk
4.00
806,260.00
3,225,040.00
- Colour Indoor Dome Camera, Day/Night (NTSC, PAL)
unit
4.00
2,150,000.00
8,600,000.00
- Instalasi camera, kabel NYM 2 x 1,5 mm² & Kabel UTP Cat-6 dalam PVC Conduit ø 3/4 "
ttk
4.00
806,260.00
3,225,040.00
- Colour Indoor Dome Camera, Day/Night (NTSC, PAL)
unit
4.00
2,150,000.00
8,600,000.00
- Instalasi camera, kabel NYM 2 x 1,5 mm² & Kabel UTP Cat-6 dalam PVC Conduit ø 3/4 "
ttk
4.00
806,260.00
3,225,040.00
Instalasi Lantai 1
Instalasi Lantai 2
Instalasi Lantai 3
Sub Total Camera dan Instalasi Pengkabelan CCTV
TOTAL SISTEM CCTV (CLOSED CIRCUIT TELEVISION)
TOTAL HARGA ( Rp ) 7
59,626,700.00
5,022,700.00
48,556,500.00
113,205,900.00
NO
URAIAN PEKERJAAN
1
2
SAT 3
VOL 4
HARGA
JUMLAH
SATUAN
HARGA
( Rp )
( Rp )
5
6
140,000.00
XV SISTEM MATV (MASTER ANTENNA TELEVISION) A A.1
Instalasi & Outlet TV Lantai 1
1
Indoor Tap 1-Way
bh
1.0
140,000.00
2
Indoor Tap 2-Way
bh
2.0
185,000.00
370,000.00
3
Indoor Tap 4-Way
bh
8.0
324,500.00
2,596,000.00
4
Two Way Splitter 1>2 Signal
bh
1.0
185,000.00
185,000.00
5
Outlet MATV
unit
33.0
65,700.00
2,168,100.00
6
Instalasi Outlet MATV Coaxial RG-7c
ttk
33.0
315,000.00
10,395,000.00
Sub Total Instalasi & Outlet TV Lantai 1 A.2
Lantai 2
1
Indoor Tap 1-Way
bh
1.0
140,000.00
2
Indoor Tap 2-Way
bh
2.0
185,000.00
140,000.00 370,000.00
3
Indoor Tap 4-Way
bh
8.0
324,500.00
2,596,000.00
4
Two Way Splitter 1>2 Signal
bh
1.0
185,000.00
185,000.00
5
Outlet MATV
unit
33.0
65,700.00
2,168,100.00
6
Instalasi Outlet MATV Coaxial RG-7c
ttk
33.0
315,000.00
10,395,000.00
Sub Total Instalasi & Outlet TV Lantai 2 A.3
Lantai 3
1
Indoor Tap 1-Way
bh
1.0
140,000.00
2
Indoor Tap 2-Way
bh
2.0
185,000.00
140,000.00 370,000.00
3
Indoor Tap 4-Way
bh
8.0
324,500.00
2,596,000.00
4
Two Way Splitter 1>2 Signal
bh
1.0
185,000.00
185,000.00
5
Outlet MATV
unit
33.0
65,700.00
2,168,100.00
6
Instalasi Outlet MATV Coaxial RG-7c
ttk
33.0
315,000.00
10,395,000.00
Sub Total Instalasi & Outlet TV Lantai 3
TOTAL SISTEM MATV (MASTER ANTENNA TELEVISION)
TOTAL HARGA ( Rp ) 7
15,854,100.00
15,854,100.00
15,854,100.00
47,562,300.00
NO
URAIAN PEKERJAAN
1
2
SAT
VOL
3
4
HARGA
JUMLAH
TOTAL
SATUAN
HARGA
JUMLAH
( Rp. )
( Rp. )
( Rp. )
5
6
7
XVI SISTEM TATA SUARA A
Main Equipment
1
Mixer Pre Amplifier
unit
1.0
7,500,000.00
7,500,000.00
2
Zone Selector 10 Zone
unit
1.0
1,185,000.00
1,185,000.00
4
Paging Remote Microphone
bh
1.0
3,500,000.00
3,500,000.00
5
Power Amplifier 240 watt
unit
4.0
12,600,000.00
50,400,000.00
7
DVD/CD/MP3 player
unit
1.0
1,300,000.00
1,300,000.00
8
Battery backup 2x1000 VA
unit
1.0
3,271,100.00
3,271,100.00
9
Power Surge Arrester
unit
1.0
1,500,000.00
1,500,000.00
10
MDF c/w Speaker Selector 10 zone
unit
1.0
2,500,000.00
2,500,000.00
11
Cabinet rack c/w blower unit ( Lokal )
unit
1.0
8,125,000.00
8,125,000.00
12
Kabel Feeder NYMHY 3 x 2,5 mm ke terminal-terminal box
set
4.0
1,000,000.00
4,000,000.00
13
Wiring, Instalasi & Alat Bantu
set
1.0
2,082,100.00
2,082,100.00
14
Testing Comissioning
ls
1.0
1,500,000.00
1,500,000.00
Sub Total Main Equipment B
86,863,200.00
Instalasi Tata Suara Lantai Basement
Kabel NYMHY 3x1,5mm dlm PVC Conduit 20mm 1
Ceiling Speaker 6 Watt
bh
3.0
250,000.00
750,000.00
2
Paging Box Speaker, 6 Watt
bh
7.0
435,000.00
3,045,000.00
3
Instalasi Ceiling Speaker
ttk
3.0
209,540.00
628,620.00
4
Instalasi Box Speaker
ttk
7.0
458,920.00
3,212,440.00
5
Terminal Box SS
bh
1.0
425,000.00
425,000.00
Sub Total Instalasi Tata Suara Lantai 1
8,061,060.00
C Instalasi Tata Suara Lantai 1
Kabel NYMHY 3x1,5mm dlm PVC Conduit 20mm 1
Ceiling Speaker 6 Watt
bh
44.0
250,000.00
2
Paging Box Speaker, 6 Watt
bh
3.0
435,000.00
11,000,000.00 1,305,000.00
3
Volume Control
bh
33.0
314,000.00
10,362,000.00
4
Instalasi Ceiling Speaker
ttk
44.0
209,540.00
9,219,760.00
5
Instalasi Box Speaker
ttk
3.0
458,920.00
1,376,760.00
6
Instalasi Volume Control
ttk
33.0
65,000.00
2,145,000.00
7
Terminal Box SS
bh
1.0
825,000.00
825,000.00
Sub Total Instalasi Tata Suara Lantai 2
36,233,520.00
D Instalasi Tata Suara Lantai 2
Kabel NYMHY 3x1,5mm dlm PVC Conduit 20mm 1
Ceiling Speaker 6 Watt
bh
44.0
250,000.00
2
Paging Box Speaker, 6 Watt
bh
3.0
435,000.00
11,000,000.00 1,305,000.00
3
Volume Control
bh
33.0
314,000.00
10,362,000.00
4
Instalasi Ceiling Speaker
ttk
44.0
209,540.00
9,219,760.00
5
Instalasi Box Speaker
ttk
3.0
458,920.00
1,376,760.00
6
Instalasi Volume Control
ttk
33.0
65,000.00
2,145,000.00
7
Terminal Box SS
bh
1.0
825,000.00
825,000.00
Sub Total Instalasi Tata Suara Lantai 3 E
36,233,520.00
Instalasi Tata Suara Lantai 3
Kabel NYMHY 3x1,5mm dlm PVC Conduit 20mm 1
Ceiling Speaker 6 Watt
bh
44.0
250,000.00
2
Paging Box Speaker, 6 Watt
3
Volume Control
4 5
11,000,000.00
bh
3.0
435,000.00
1,305,000.00
bh
33.0
314,000.00
10,362,000.00
Instalasi Ceiling Speaker
ttk
44.0
209,540.00
9,219,760.00
Instalasi Box Speaker
ttk
3.0
458,920.00
1,376,760.00
6
Instalasi Volume Control
ttk
33.0
65,000.00
2,145,000.00
7
Terminal Box SS
bh
1.0
825,000.00
825,000.00
Sub Total Instalasi Tata Suara Lantai 4
36,233,520.00
TOTAL SISTEM TATA SUARA
203,624,820.00