Rab Dan BQ Rsud Jampang Kulon

RENCANA ANGGARAN BIAYA (RAB)
REKAPITULASI BILL OF QUANTITY

PEKERJAAN PEMBANGUNAN GEDUNG PERAWATAN
RUMAH SAKIT DAERAH JAMPANG KULON
JALAN CIBARUSAH No.01//(0266) 490009 / (0266) 490987 KABUPATEN SUKABUMI
TAHUN ANGGARAN 2018
NO Uraian Pekerjaan Volume Satuan Harga Satuan Jumlah Harga
(Rp.) (Rp.)
A. PEKERJAAN PERSIAPAN
1 Administrasi , Dokumentasi dan Pengurusan Perijinan 1 Ls 35,000,000.00 35,000,000.00
2 Bongkaran Pondasi Existing 1 Ls 7,500,000.00 7,500,000.00
3 Pengukuran dan Bowplank 138 M' 46,664.20 6,439,659.60
Jumlah A 48,939,659.60
B. PEKERJAAN STRUKTUR
I. PEKERJAAN TANAH
1 Galian Tanah Pondasi Sumuran Beton Cyclope Ø 90cm ~6.00M' 137.46 M3 200,000.00 27,492,000.00
2 Galian Tanah Pondasi Poer 58.32 M3 69,575.00 4,057,614.00
3 Galian Tanah Sloof 51.7 M3 69,575.00 3,597,027.50
4 Galian Tanah Pondasi Batu Kali (Area Bangunan &Shaft Luar) 115.048 M3 69,575.00 8,004,464.60
5 Galian Tanah Pondasi Ruang Lift 33.7 M3 85,635.00 2,885,899.50
6 Urugan Kembali 104 M3 51,150.00 5,319,600.00
7 Urugan Tanah Peninggian Bangunan T.45cm +Pemadatan 333.9 M3 168,477.60 56,254,668.97
8 Urugan Tanah Peninggian Bangunan T.45cm +Pemadatan (Area Sh 29.16 M3 168,477.60 4,912,806.67
9 Urugan Pasir bawah Pelat Lantai Dasar T.10cm (Area Bangunan+S 80.68 M3 336,270.00 27,130,263.60
10 Urugan Pasir bawah Pondasi Poer T.7cm 3.34 M3 336,270.00 1,123,141.80
11 Urugan Pasir bawah Pondasi Sloof T.7cm 4.04 M3 336,270.00 1,358,530.80
12 Urugan Pasir bawah Pondasi Batukali T.5cm 7.4 M3 336,270.00 2,488,398.00
13 Urugan Pasir bawah Lantai R.Lift T.10cm 1.94 M3 336,270.00 652,363.80
14 Lantai Kerja bawah Pondasi Poer 1 : 3 : 5 T.5cm 2.38 M3 986,217.89 2,347,198.57
15 Lantai Kerja bawah Pondasi Sloof 1 : 3 : 5 T.5cm 2.88 M3 986,217.89 2,840,307.51
16 Lantai Kerja bawah Lantai R.Lift 1 : 3 : 5 T.5cm 0.97 M3 986,217.89 956,631.35
Jumlah 151,420,916.67
II. PEKERJAAN PONDASI SUMURAN BETON CYCLOPE ; BORED PILE & BATU KALI
1 Pekerjaan Beton Pondasi Sumuran Ø 90 cm (Beton K-225) Tul. 1 45.8 M3 3,255,142.63 149,085,532.39
2 Pekerjaan Beton Cyclope Pondasi Sumuran Ø 90 cm (Beton K-225 64.152 M3 1,478,668.84 94,859,563.42
3 Pekerjaan Pengeboran Pondasi Bored Pile Ø 30 cm ~3.00 m' 33 M' 100,000.00 3,300,000.00
4 Pekerjaan Beton Pondasi Bored Pile Ø 30 cm (Beton K-225 ) 1.554 M3 2,963,202.63 4,605,705.85
5 Pondasi Poer - P1 (1,30x1,30x0,60 m3) Tul. 142 kg/m3 36.504 M3 3,710,053.55 135,431,794.85
6 Pondasi Poer - P1A (0,60x0,60x0,40 m3)/ RTul. 165 kg/m3 1.584 M3 4,542,454.30 7,195,247.60
7 Pek.Sloof Beton 25/50 (SL.1) Tul. 168 kg/m3 19.17 M3 4,770,722.63 91,454,752.79
8 Pek.Sloof Beton 25/50 (SL.1A) Tul. 141 kg/m3 1.92 M3 4,376,603.63 8,403,078.97
9 Pek.Sloof Beton 20/40 (SL.2) Tul. 159 kg/m3 7.728 M3 4,916,065.63 37,991,355.18
10 Pek.Sloof Beton 20/25 (SL.3) /Lift Linen Tul. 197 kg/m3 0.425 M3 5,470,751.63 2,325,069.44
11 Pek.Sloof Beton 15/20 (Atas Batu Kali) Tul. 127 kg/m3 4.608 M3 4,910,154.96 22,625,994.06
12 Pek.Sloof Beton 15/20 (Atas Batu Kali) (AreTul. 127 kg/m3 1.518 M3 4,910,154.96 7,453,615.23
13 Pek.Aanstamping Batu Kali T.10 cm 14.8 M3 510,028.20 7,548,417.36
14 Pek.Pondasi Batu Kali 1PC : 5PSR 39.168 M3 876,293.00 34,322,644.22
15 Pek.Pondasi Batu Kali 1PC : 5PSR (Area Shaft Luar) 16.825 M3 876,293.00 14,743,191.58
16 Pek.Tangga Batu Kali 1PC : 5PSR 1.68 M3 876,293.00 1,472,172.24
17 Overlap Tulangan Sloof pada Poer 688 KG 14,597.00 10,042,736.00
Jumlah 632,860,871.19
III. PEKERJAAN STRUKTUR LANTAI DASAR LVL.+0.00
1 Kolom Struktur K.1 50/50 Tul. 220 kg/m3 19.2 M3 6,404,838.63 122,972,901.67
6 Kolom Praktis 15/25 (Shaft Luar) Tul. 199 kg/m3 5.04 M3 7,419,592.30 37,394,745.17
7 Pek.Pelat Lantai Pit Lift T.25 cm Tul. 140 kg/m3 3.12 M3 3,393,500.63 10,587,721.96
8 Pek.Dinding Pit Lift T.20 cm Tul. 115 kg/m3 4.02 M3 5,941,287.63 23,883,976.27
9 Pek.Pelat Lantai Pit Lift T.20 cm (Lift Linen) Tul. 115 kg/m3 2.18 M3 3,195,324.63 6,965,807.69
10 Pek.Dinding Pit Lift T.20 cm (Lift Linen) Tul. 115 kg/m3 1.38 M3 5,941,287.63 8,198,976.93
11 Beton Sirip Kusen Luar 12/25 Tul. 105 kg/m3 4.032 M3 7,038,442.30 28,378,999.33
12 Pelat Lantai Beton Rabat t, 10 CM Tul.Wire Mesh M.5(1L 74.2 M3 1,900,684.92 141,030,821.33
13 Pelat Lantai Beton Rabat t, 10 CM (Area ShaTul.Wire Mesh M.5(1L 6.48 M3 1,900,684.92 12,316,438.30
14 Tangga Beton+Balok Bordes + Pondasi (TypTul. 160 kg/m3 6.893 M3 5,112,162.63 35,238,137.00
15 Tangga Beton+Balok Bordes + Pondasi (TypTul. 160 kg/m3 5.05 M3 5,112,162.63 25,816,421.27
Jumlah 646,369,794.98
IV PEKERJAAN STRUKTUR LANTAI 2 LVL.+4.20
7 Balok Struktur Beton B.2-1 30/60 Tul. 151 kg/m3 3.618 M3 5,181,088.63 18,745,178.66
8 Balok Struktur Beton B.2-1A 30/60 Tul. 169 kg/m3 1.206 M3 5,443,834.63 6,565,264.56
11 Balok Struktur Beton B.2-2B 25/60 Tul. 145 kg/m3 2.07 M3 5,362,516.76 11,100,409.70
16 Ring Balok Praktis 12/20 (Shaf Luar) Tul. 127 kg/m3 0.708 M3 7,896,335.96 5,590,605.86
17 Balok Praktis 15/25 (Canopy) Tul. 154 kg/m3 2.705 M3 6,822,127.30 18,453,854.33
18 Pelat Lantai Beton t, 12 CM Tul.Wire Mesh M.7(2L 71.88 M3 4,986,555.17 358,433,585.52
19 Pelat Lantai Beton t, 10 CM (Canopy) Tul.Wire Mesh M.7(2L 4.02 M3 5,741,553.68 23,081,045.78
21 Tangga Beton+Balok Bordes (Type A) Tul. 160 kg/m3 6.485 M3 5,112,162.63 33,152,374.65
22 Tangga Beton+Balok Bordes (Type B) Tul. 160 kg/m3 4.185 M3 5,112,162.63 21,394,400.60
23 Overlap Tulangan Pelat Lantai pada Balok&Kolom 1,545.00 KG 14,597.00 22,552,365.00
24 Overlap Tulangan Balok Anak pada Balok Induk /Kolom 200 KG 14,597.00 2,919,400.00
25 Overlap Tulangan Balok Induk pada Balok Kolom 480 KG 14,597.00 7,006,560.00
Jumlah 1,170,848,097.72
V PEKERJAAN STRUKTUR LANTAI 3 LVL.+8.40
22 Tangga Beton+Balok Bordes (Type B) Tul. 160 kg/m3 4.185 M3 5,112,162.63 21,394,400.60
Jumlah 1,143,382,382.52
VI PEKERJAAN STRUKTUR LANTAI 4 LVL.+12.60
Jumlah 1,060,811,357.49
VIII PEKERJAAN STRUKTUR PELAT ATAP LVL.+16.80

1 Balok Struktur Beton BA-1 25/60 Tul. 156 kg/m3 6.03 M3 5,186,821.10 31,276,531.20
7 Balok Struktur Beton Bk-1 25/50 (Konsol) Tul. 155 kg/m3 1.875 M3 5,160,374.90 9,675,702.93
8 Pelat Atap Beton t, 10 CM Tul.Wire Mesh M.7(2L 16.9 M3 5,741,553.68 97,032,257.13
9 Pelat Talang Beton t, 10 CM Tul.Wire Mesh M.7(2L 15.12 M3 5,741,553.68 86,812,291.59
10 Pelat Lantai Beton t, 15 CM (Ruang Mesin LiTul.Wire Mesh M.7(2L 1.47 M3 4,504,948.74 6,622,274.65
11 Tanggul beton 10/15 Tul. 60 kg/m3 2.016 M3 2,364,098.63 4,766,022.84
12 Balok Konsol Canopy Talang Beton 20/25 Tul. 130 kg/m3 0.4 M3 5,160,374.90 2,064,149.96
13 Kolom Pedestal 25/35 Tul. 164 kg/m3 0.475 M3 7,003,075.20 3,326,460.72
14 Overlap Tulangan Pelat Atap pada Balok&Kolom 457 KG 14,597.00 6,670,829.00
15 Overlap Tulangan Balok Anak pada Balok Induk /Kolom 55 KG 14,597.00 802,835.00
17 Screed t = 4 cm (Atap LVL.+16.80) +TangguTul. Wire Mesh M.5 ( 9.36 M3 2,451,449.22 22,945,564.69
18 Waterprofing sek Duo Composite Membrane (Atap LVL.+16.80) 234 M2 406,279.50 95,069,403.00
19 Screed t = 4 cm (Talang Beton LVL.+18.00) +Tanggul 6.28 M3 2,451,449.22 15,395,101.09
20 Waterprofing sek Duo Composite Membrane (Talang Beton LVL. 157 M2 406,279.50 63,785,881.50
21 Kolom Praktis 12/12 (Railing Bata ) Tul. 159 kg/m3 1.541 M3 5,677,885.30 8,748,485.66
22 Ring Balok Praktis 12/12 (Atas Railing Bata)Tul. 159 kg/m3 0.697 M3 5,677,885.30 3,957,258.94
ATAP TANGGA & RUANG LIFT
23 Pelat Atap Beton t, 10 CM (Atap Tangga) Tul.Wire Mesh M.7(2L 5.184 M3 5,741,553.68 29,764,214.26
24 Kolom Struktur 20/25 & 25/25(Atap R.TangTul. 174 kg/m3 1.24 M3 7,715,312.63 9,566,987.66
25 Balok Struktur BA-7 20/30 Tul. 149 kg/m3 3.3 M3 5,740,354.30 18,943,169.17
26 Tanggul beton 10/15 (Atap Tangga) Tul. 60 kg/m3 0.432 M3 2,364,098.63 1,021,290.61
27 Screed t = 4 cm (Atap LVL.+19.55) +TangguTul. Wire Mesh M.5 ( 2.2 M3 2,451,449.22 5,393,188.28
26 Waterprofing sek Duo Composite Membrane Screed (Atap LVL.+ 55 M2 406,279.50 22,345,372.50
Jumlah 691,511,335.93
VII PEKERJAAN STRUKTUR KUDA KUDA BAJA
1 Pek.Kuda Kuda Baja (K.1) WF.250.125.5.8 ( 3 Unit) 1,603.00 KG 30,861.60 49,471,144.80
2 Pek.Kuda Kuda Baja (K.2) WF.250.125.5.8 ( 2 Unit) 1025 KG 30,861.60 31,633,140.00
3 Pek.Kuda Kuda Baja (K.3) WF.200.100.4,5.7 ( 4 Unit) 542 KG 30,861.60 16,726,987.20
4 Pek.Kuda Kuda Baja (K.4) WF.200.100.4,5.7 ( 2 Unit) 200 KG 30,861.60 6,172,320.00
5 Pek.Kuda Kuda Baja (J.1) WF.200.100.4,5.7 ( 4 Unit) 1013 KG 30,861.60 31,262,800.80
6 Pek.Voute WF.250.125.5.8 230 KG 30,861.60 7,098,168.00
7 Pek.Voute WF.200.100.4,5.7 76 KG 30,861.60 2,345,481.60
8 Pek.Base T.16 mm 75 KG 30,861.60 2,314,620.00
9 Pek.Base T.12 mm 45 KG 30,861.60 1,388,772.00
10 Pek.Besi Plat Sambungan Kuda Kuda T.10 mm 45 KG 30,861.60 1,388,772.00
11 Pek.Boud Angker O 19 mm (HTB) 60 BH 100,000.00 6,000,000.00
12 Pek.Boud Angker O 16 mm (HTB) 32 BH 75,000.00 2,400,000.00
13 Pek.Gordeng Baja C 150.65.20.2,3 2160 KG 30,861.60 66,661,056.00
14 Pek.Besi Siku L.70.70.7 Dudukan Gordeng 1145 KG 30,861.60 35,336,532.00
15 Pek.Trekstang O 12 mm 176 BH 100,000.00 17,600,000.00
16 Pek.Besi Ikatan Angin O 16 mm (Lengkap) 10 SET 50,000.00 500,000.00
17 Pek.Stifneer T.8 mm 146 KG 30,861.60 4,505,793.60
18 Pek.Boud Montage O 19 mm (HTB) 18 BH 30,000.00 540,000.00
19 Insulasi Panas Primary Smaft Foam 6,5 WF 729.134 M2 139,007.00 101,354,729.94
20 Rangka Atap (Kaso dan reng) 729.134 M2 150,000.00 109,370,100.00
21 Penutup Genteng Atap Sirap Metal Berpasir Maha Plat 729.134 M2 242,715.00 176,971,758.81
22 Nok Atap Metal Berpasir Maha Plat 52.148 M' 161,040.00 8,397,913.92
23 Starter 81.9 M' 98,313.60 8,051,883.84
24 Flasing 6.85 M' 85,000.00 582,250.00
25 Papan Lisplank Kalsiplang t = 20 cm 81.9 M' 71,643.00 5,867,561.70
Jumlah 693,941,786.21
Jumlah B 6,191,146,542.70
C. PEKERJAAN ARSITEKTUR
I PEKERJAAN DINDING BATA
PEKERJAAN DINDING BATA LANTAI I
1 Pemasangan dinding bata merah (5x11x22) cm t = 1 batu 1SP : 5 28.308 M2 310,090.00 8,778,027.72
2 Pemasangan dinding bata merah (5x11x22) cm t = 1/2 batu 1SP : 151.989 M2 156,454.10 23,779,302.20
3 Pemasangan dinding bata merah (5x11x22) cm t = 1/2 batu 1SP : 1,808.55 M2 151,232.40 273,510,978.94
4 Pemasangan plesteran 1SP : 3PP tebal 15 mm 303.978 M2 64,975.68 19,751,177.26
5 Pemasangan plesteran 1SP : 5PP tebal 15 mm 3,617.10 M2 62,160.12 224,839,059.25
6 Pemasangan Acian Dinding 3,921.07 M2 35,997.50 141,148,825.32
7 Acian t = 1,5 mm Beton Kolom Struktur 316.8 M2 35,997.50 11,404,008.00
8 Acian t = 1,5 mm Openingan Kusen 81.396 M2 35,997.50 2,930,052.51
9 Pas. Kolom praktis 12/12 14.054 M3 5,677,885.30 79,799,271.09
10 Pas. Stek besi dia. 8mm pada kolom untuk pas. Bata 60.672 Kg 14,597.00 885,629.18
11 Pas. Hand Railling Stainles Steel dia 2,5" (Pegangan di Toilet) 46.92 M1 270,000.00 12,668,400.00
12 Pas. Meja Beton t, 10 CM 0.597 M3 3,412,574.63 2,037,307.05
13 Pas. Railling Tangga Stainles Steel dia 3" + Hollow 4/6 + Kaca 32.164 M1 1,200,000.00 38,596,800.00
14 Pas. Hand Railling Tangga Stainles Steel dia 3" 22.264 M1 270,000.00 6,011,280.00
15 Pas. Balok Lintel 12/20 2.497 M3 6,845,645.30 17,096,588.39
16 Pas. Balok Latey 12/12 0.689 M3 5,677,885.30 3,911,472.47
17 Pas. Frame Beton t, 10 CM (Bingkai BV1) 0.51 M3 6,024,810.63 3,072,653.42
18 Pas. Frame Beton 15/30 (Bingkai J4 & J5) 7.304 M3 5,091,229.63 37,185,322.96
19 Pas. Frame Beton 15/30 (Bingkai J1) 6.516 M3 5,091,229.63 33,174,452.26
Jumlah 940,580,608.02
PEKERJAAN DINDING BATA LANTAI II
16 Pas. Balok Latey 12/12 0.71 M3 5,677,885.30 4,030,026.71
Jumlah 827,547,160.25
PEKERJAAN DINDING BATA LANTAI III
16 Pas. Balok Latey 12/12 0.674 M3 5,677,885.30 3,829,710.92
Jumlah 879,184,664.43
PEKERJAAN DINDING BATA LANTAI IV
16 Pas. Balok Latey 12/12 0.674 M3 5,677,885.30 3,829,710.92
Jumlah 801,475,120.52
PEKERJAAN DINDING BATA LANTAI DAK
5 Pemasangan Acian Dinding 554.083 M2 35,997.50 19,945,609.99
7 Pas. Ringbalk Beton 15/15 4.179 M3 6,618,003.96 27,654,653.16
8 Pas. Balok Lintel 12/20 0.037 M3 6,845,645.30 256,300.96
Jumlah 131,630,998.87
Jumlah 3,580,418,552.10
II PEKERJAAN PLAFOND + RANGKA
PEKERJAAN PLAFOND + RANGKA LANTAI I
1 Pas. Rangka Plafond Besi Hollow Galvanis t = 0,5 + Gantungan 637.144 M2 90,519.00 57,673,628.68
2 Pas. Penutup Plafond Gypsum t = 9mm 535.402 M2 61,531.80 32,944,233.40
3 Pas. Penutup Plafond GRC Board t = 4mm 101.742 M2 48,830.32 4,968,101.74
4 Pas. List Profil Gypsum 508.217 M' 23,700.60 12,045,045.46
5 Pas. List Profil Kayu 195.405 M' 23,700.60 4,631,213.37
PEKERJAAN PLAFOND + RANGKA LANTAI II

PEKERJAAN PLAFOND + RANGKA LANTAI III

PEKERJAAN PLAFOND + RANGKA LANTAI IV

PEKERJAAN PLAFOND + RANGKA LANTAI DAK

1 Aferking Plafond Beton Expose 46.538 M2 35,997.50 1,675,251.66
Jumlah 450,474,913.05
III PEKERJAAN LANTAI
Forbo Sarlon 15 db: Sheet 2 x 25 M x 2,6MM
Klasifikasi standard UPEC U4P3E2/3 C2 (Commercial very heavy duty); wear layer 0.7mm, total thickness 2,6mm;
static indentation 0.05mm; abrasive resistance group T
(paling tinggi); antistatic; anti bakteri dengan Ag+, anti jamur,
chemical resistance (anti betadine & anti eosin); reaction to fire (EN-13501-1) class Bfl-S1;
slip resistance R10; wax free (very low maintenance); recyclable
Hospital Plint
a. Vinyl naik 10cm
b. Capping sea
c. Cove former
PEKERJAAN LANTAI LANTAI I

1 Pek. Pasir urug t= 7cm 50.562 M3 336,270.00 17,002,477.01
2 Pek. Screed Plat Lantai Beton 1 Pc : 5 Pasir = 3 cm 686.264 M2 100,807.74 69,180,692.64
3 Pas. Lantai Vinil Forbo Sarlon 16 db ; Sheet 2 x 25 M x 2.6 mm 623.463 M2 887,700.00 553,447,661.25
4 Pas. Lantai Granite 60 x 60 Unpolish 5.194 M2 358,471.64 1,861,901.70
5 Pas. Lantai Keramik 40 x 40 (KM/WC) 93.658 M2 191,707.74 17,954,867.28
6 Pas. Plint Hospital Vinil t = 10 cm Lengkap Assesoris 457.926 M1 96,800.00 44,327,236.80
7 Pas. Nat Tali Air 1 CM 457.926 M1 50,000.00 22,896,300.00
8 Pas. Keramik Dinding 20 x 40 Glossy, border beda warna (KM/W 337.035 M2 346,889.40 116,913,938.31
9 Pas. Lantai Granite Tile 30 x 60 (Polish) Tangga 57.607 M2 371,719.12 21,413,697.82
10 Pas. Stair Nozing 10 x 60 Tangga Teras 85.4 M1 109,727.20 9,370,702.88
11 Pas. Dinding Granite Imfort t, 2 CM Nero Asuluto Muka Pintu Lift 10.56 M2 3,015,177.00 31,840,269.12
12 Pas. Stainless Steel t, 2 CM Finish Mirror 9.9 M1 50,000.00 495,000.00
13 Pas. Rabat Beton Selasar t, 8 CM 24.702 M3 986,217.89 24,361,254.40
14 Pas. Lantai Batu sikat di atas rabat beton 308.771 M2 202,455.00 62,512,273.30
15 Pas. Saluran Gravel 1/2 dia 20 + Galian Tanah + Pas. Dinding Bata 133.8 M1 246,599.33 32,994,990.49
16 Pas. Grill L. 40.40.4 8 M1 650,000.00 5,200,000.00
PEKERJAAN LANTAI LANTAI II

11 Pas. Stainless Steel t, 2 CM Finish Mirror 9.9 M1 50,000.00 495,000.00
12 Pas. Waterprofing Membrane Polygum (KM/WC) 103.023 M2 169,757.50 17,488,926.92
PEKERJAAN LANTAI LANTAI III

11 Pas. Stainless Steel t, 2 CM Finish Mirror 9.9 M1 109,727.20 1,086,299.28
PEKERJAAN LANTAI LANTAI IV

11 Pas. Stainless Steel t, 2 CM Finish Mirror 9.9 M1 109,727.20 1,086,299.28
PEKERJAAN LANTAI LANTAI DAK

1 Pek. Pasir urug t= 5cm 0.471 M3 336,270.00 158,467.24
2 Pas. Lantai Granite 60 x 60 Unpolish 9.425 M2 371,719.12 3,503,452.73
3 Pas. Plint Granite 10 x 60 10.625 M1 353,267.20 3,753,464.00
4 Pas. Nat Tali Air 1 CM 10.625 M1 50,000.00 531,250.00
Jumlah 3,637,499,413.41
IV PEKERJAAN KUSEN, PINTU, JENDELA & BV
PEKERJAAN KUSEN, PINTU, JENDELA & BV LANTAI I
TYPE PJ1 (4 BH)
1 Kusen Aluminium ukuran 4" YKK YBIC t = 1,35 mm Lengkap Asse 67.12 M1 221,582.46 14,872,614.72
2 Frame Daun Pintu Kaca, Aluminum uk. 0.90 x 2.15 ( double ) 15.48 M2 891,663.52 13,802,951.29
3 Kaca Polos 6 mm 16.646 M2 178,334.20 2,968,622.43
4 Pull Handle 8 Ps 965,569.00 7,724,552.00
5 Lock Case + Cylinder 4 Set 471,669.00 1,886,676.00
6 Engsel Pintu 4" 12 Ps 112,314.40 1,347,772.80
7 Flush Bolt 4 Ps 124,414.40 497,657.60
8 Door Closer 4 Bh 170,929.00 683,716.00
TYPE P1 (1 BH)
3 Kaca Polos 6 mm 0.9 M2 178,334.20 160,500.78
4 Pull Handle 2 Ps 965,569.00 1,931,138.00
5 Lock Case + Cylinder 1 Set 471,669.00 471,669.00
6 Engsel Pintu 4" 3 Ps 112,314.40 336,943.20
7 Flush Bolt 1 Ps 124,414.40 124,414.40
8 Door Closer 1 Bh 170,929.00 170,929.00
TYPE P2 (11 BH)

2 Daun Pintu Rangka Kayu Meranti / Nyato panel Bloackboard Full 11 Unit 2,080,000.00 22,880,000.00
Uk. 0,86 x 2,15 (Fabrikasi)
Daun Pintu Rangka Kayu Meranti / Nyato panel Bloackboard Full 11 Unit 1,690,000.00 18,590,000.00
3 Kaca Polos 6 mm 9.298 M2 178,334.20 1,658,204.89
4 Pull Handle 22 Ps 965,569.00 21,242,518.00
6 Engsel Pintu 4" 33 Ps 112,314.40 3,706,375.20
7 Flush Bolt 11 Ps 124,414.40 1,368,558.40
8 Door Closer 11 Bh 170,929.00 1,880,219.00
TYPE P3 (8 BH)
3 Kaca Polos 6 mm 3.2 M2 178,334.20 570,669.44
4 Lever Handle 8 Ps 293,814.40 2,350,515.20
6 Engsel Pintu 4" 12 Ps 112,314.40 1,347,772.80
7 Door Closer 8 Bh 170,929.00 1,367,432.00
TYPE P4 (17 BH)

2 Daun Pintu Panel Wood Plastic Composite Uk. 0,70 x 2,15 17 Unit 1,724,320.00 29,313,440.00
3 Kaca Polos 6 mm 5.95 M2 178,334.20 1,061,088.49
4 Lever Handle 17 Ps 293,814.40 4,994,844.80
6 Engsel Pintu 4" 25.5 Ps 112,314.40 2,864,017.20
7 Door Closer 17 Bh 170,929.00 2,905,793.00
8 Finishing Melamik Daun Pintu 51.17 M2 206,393.00 10,561,129.81
TYPE P5 (3 BH)
3 Lever Handle 3 Ps 293,814.40 881,443.20
5 Engsel Pintu 4" 4.5 Ps 112,314.40 505,414.80
6 Door Closer 3 Bh 170,929.00 512,787.00
TYPE PS (10 BH)

1 Alumunium Komposite Panel + Rangka Hollow Galvanis 4.2 M2 750,000.00 3,150,000.00
2 Daun Pintu Alumunium Composite Panel + Rangka Hollow Galvan 3.25 M2 750,000.00 2,437,500.00
3 Pull Plate 10 Ps 238,771.50 2,387,715.00
4 Window Bolt 10 Set 164,615.00 1,646,150.00
5 Engsel Pintu 4" 10 Ps 112,314.40 1,123,144.00
TYPE PS1 (2 BH)

2 Daun Pintu Alumunium Composite Panel + Rangka Hollow Galvan 1.154 M2 750,000.00 865,800.00
3 Pull Plate 2 Ps 238,771.50 477,543.00
4 Window Bolt 2 Set 164,615.00 329,230.00
5 Engsel Pintu 4" 2 Ps 112,314.40 224,628.80
Type J1 ( 9 Unit )
2 Daun Jendela Kaca Aluminium Uk. 1,11 x 1,25 12.375 M2 839,391.52 10,387,470.06
3 Kaca Polos 5 mm 29.79 M2 139,130.20 4,144,688.66
4 Engsel Casment 9 Ps 245,371.50 2,208,343.50
5 Rambuncis 9 Bh. 46,915.00 422,235.00
Type J2 ( 4 Unit )
3 Kaca Polos 5 mm 6.81 M2 139,130.20 947,476.66
4 Engsel Casment 4 Ps 245,371.50 981,486.00
5 Rambuncis 4 Bh. 46,915.00 187,660.00
Type J3 ( 1 Unit )
1 Kusen Aluminium ukuran 4" YKK YBIC t = 1,35 mm Lengkap Asse 4.2 M1 221,582.46 930,646.33
2 Kaca Polos 5 mm 0.255 M2 139,130.20 35,478.20
Type Curtain Wall J4 ( 2 Unit )

1 Pekerjaan Dinding Curtain Wall 328.304 M2 1,608,948.00 528,224,064.19
Kaca refliective stopsol hijau t = 8 mm
Ambang transome sek. Alexindo
Back mullion CA 50x100 sek. Alexindo
Sealent neutral
Type Curtain Wall J5 ( 1 Unit )

Sealent neutral
Type J6 ( 1 Unit )
2 Kaca Polos 5 mm 1.305 M2 139,130.20 181,564.91
Type BV1 ( 6 Unit )

2 Kaca Polos 5 mm 1.56 M2 139,130.20 217,043.11
Type BV2 ( 12 Unit )

2 Kaca Polos 5 mm 2.448 M2 139,130.20 340,590.73
PEKERJAAN KUSEN, PINTU, JENDELA & BV LANTAI II

TYPE PJ1 (3 BH)
3 Kaca Polos 6 mm 12.485 M2 178,334.20 2,226,466.82
4 Pull Handle 6 Ps 965,569.00 5,793,414.00
6 Engsel Pintu 4" 9 Ps 112,314.40 1,010,829.60
7 Flush Bolt 3 Ps 124,414.40 373,243.20
8 Door Closer 3 Bh 170,929.00 512,787.00
TYPE P2 (12 BH)

3 Kaca Polos 6 mm 10.144 M2 178,334.20 1,808,950.79
4 Pull Handle 24 Ps 965,569.00 23,173,656.00
6 Engsel Pintu 4" 36 Ps 112,314.40 4,043,318.40
7 Flush Bolt 12 Ps 124,414.40 1,492,972.80
8 Door Closer 12 Bh 170,929.00 2,051,148.00
TYPE P3 (8 BH)
3 Kaca Polos 6 mm 3.2 M2 178,334.20 570,669.44
4 Lever Handle 8 Ps 293,814.40 2,350,515.20
6 Engsel Pintu 4" 12 Ps 112,314.40 1,347,772.80
7 Door Closer 8 Bh 170,929.00 1,367,432.00
TYPE P4 (17 BH)

3 Kaca Polos 6 mm 5.95 M2 178,334.20 1,061,088.49
4 Lever Handle 17 Ps 293,814.40 4,994,844.80
6 Engsel Pintu 4" 25.5 Ps 112,314.40 2,864,017.20
7 Door Closer 17 Bh 170,929.00 2,905,793.00
TYPE P5 (3 BH)
3 Lever Handle 3 Ps 293,814.40 881,443.20
5 Engsel Pintu 4" 4.5 Ps 112,314.40 505,414.80
6 Door Closer 3 Bh 170,929.00 512,787.00
TYPE PS (10 BH)

3 Pull Plate 10 Ps 238,771.50 2,387,715.00
4 Window Bolt 10 Set 164,615.00 1,646,150.00
5 Engsel Pintu 4" 10 Ps 112,314.40 1,123,144.00
TYPE PS1 (2 BH)

3 Pull Plate 2 Ps 238,771.50 477,543.00
4 Window Bolt 2 Set 164,615.00 329,230.00
5 Engsel Pintu 4" 2 Ps 112,314.40 224,628.80
Type J1 ( 9 Unit )
3 Kaca Polos 5 mm 29.79 M2 139,130.20 4,144,688.66
5 Rambuncis 9 Bh. 46,915.00 422,235.00
Type J2 ( 4 Unit )
3 Kaca Polos 5 mm 6.81 M2 139,130.20 947,476.66
5 Rambuncis 4 Bh. 46,915.00 187,660.00
Type J3 ( 1 Unit )
2 Kaca Polos 5 mm 0.255 M2 139,130.20 35,478.20
Type J7 ( 1 Unit )
Sealent neutral
Type BV1 ( 9 Unit )

2 Kaca Polos 5 mm 2.34 M2 139,130.20 325,564.67

2 Kaca Polos 5 mm 2.448 M2 139,130.20 340,590.73
PEKERJAAN KUSEN, PINTU, JENDELA & BV LANTAI III

TYPE PJ1 (3 BH)
3 Kaca Polos 6 mm 12.485 M2 178,334.20 2,226,466.82
4 Pull Handle 6 Ps 965,569.00 5,793,414.00
6 Engsel Pintu 4" 9 Ps 112,314.40 1,010,829.60
7 Flush Bolt 3 Ps 124,414.40 373,243.20
8 Door Closer 3 Bh 170,929.00 512,787.00
TYPE P2 (12 BH)

3 Kaca Polos 6 mm 10.144 M2 178,334.20 1,808,950.79
4 Pull Handle 24 Ps 965,569.00 23,173,656.00
6 Engsel Pintu 4" 36 Ps 112,314.40 4,043,318.40
7 Flush Bolt 12 Ps 124,414.40 1,492,972.80
8 Door Closer 12 Bh 170,929.00 2,051,148.00
TYPE P3 (8 BH)
3 Kaca Polos 6 mm 3.2 M2 178,334.20 570,669.44
4 Lever Handle 8 Ps 293,814.40 2,350,515.20
6 Engsel Pintu 4" 12 Ps 112,314.40 1,347,772.80
7 Door Closer 8 Bh 170,929.00 1,367,432.00
TYPE P4 (17 BH)

3 Kaca Polos 6 mm 5.95 M2 178,334.20 1,061,088.49
4 Lever Handle 17 Ps 293,814.40 4,994,844.80
6 Engsel Pintu 4" 25.5 Ps 112,314.40 2,864,017.20
7 Door Closer 17 Bh 170,929.00 2,905,793.00
TYPE P5 (3 BH)
3 Lever Handle 3 Ps 293,814.40 881,443.20
5 Engsel Pintu 4" 4.5 Ps 112,314.40 505,414.80
6 Door Closer 3 Bh 170,929.00 512,787.00
TYPE PS (10 BH)

3 Pull Plate 10 Ps 238,771.50 2,387,715.00
4 Window Bolt 10 Set 164,615.00 1,646,150.00
5 Engsel Pintu 4" 10 Ps 112,314.40 1,123,144.00
TYPE PS1 (2 BH)

3 Pull Plate 2 Ps 238,771.50 477,543.00
4 Window Bolt 2 Set 164,615.00 329,230.00
5 Engsel Pintu 4" 2 Ps 112,314.40 224,628.80
Type J1 ( 9 Unit )
3 Kaca Polos 5 mm 29.79 M2 139,130.20 4,144,688.66
5 Rambuncis 9 Bh. 46,915.00 422,235.00
Type J2 ( 4 Unit )
3 Kaca Polos 5 mm 6.81 M2 139,130.20 947,476.66
5 Rambuncis 4 Bh. 46,915.00 187,660.00
Type J3 ( 1 Unit )
2 Kaca Polos 5 mm 0.255 M2 139,130.20 35,478.20
Type BV1 ( 9 Unit )

2 Kaca Polos 5 mm 2.34 M2 139,130.20 325,564.67

2 Kaca Polos 5 mm 2.448 M2 139,130.20 340,590.73
PEKERJAAN KUSEN, PINTU, JENDELA & BV LANTAI IV

TYPE PJ1 (3 BH)
3 Kaca Polos 6 mm 12.485 M2 178,334.20 2,226,466.82
4 Pull Handle 6 Ps 965,569.00 5,793,414.00
6 Engsel Pintu 4" 9 Ps 112,314.40 1,010,829.60
7 Flush Bolt 3 Ps 124,414.40 373,243.20
8 Door Closer 3 Bh 170,929.00 512,787.00
TYPE P2 (12 BH)
3 Kaca Polos 6 mm 10.144 M2 178,334.20 1,808,950.79
4 Pull Handle 24 Ps 965,569.00 23,173,656.00
6 Engsel Pintu 4" 36 Ps 112,314.40 4,043,318.40
7 Flush Bolt 12 Ps 124,414.40 1,492,972.80
8 Door Closer 12 Bh 170,929.00 2,051,148.00
TYPE P3 (8 BH)
3 Kaca Polos 6 mm 3.2 M2 178,334.20 570,669.44
4 Lever Handle 8 Ps 293,814.40 2,350,515.20
6 Engsel Pintu 4" 12 Ps 112,314.40 1,347,772.80
7 Door Closer 8 Bh 170,929.00 1,367,432.00
TYPE P4 (17 BH)

3 Kaca Polos 6 mm 5.95 M2 178,334.20 1,061,088.49
4 Lever Handle 17 Ps 293,814.40 4,994,844.80
6 Engsel Pintu 4" 25.5 Ps 112,314.40 2,864,017.20
7 Door Closer 17 Bh 170,929.00 2,905,793.00
TYPE P5 (3 BH)
3 Lever Handle 3 Ps 293,814.40 881,443.20
5 Engsel Pintu 4" 4.5 Ps 112,314.40 505,414.80
6 Door Closer 3 Bh 170,929.00 512,787.00
TYPE PS (10 BH)

3 Pull Plate 10 Ps 238,771.50 2,387,715.00
4 Window Bolt 10 Set 164,615.00 1,646,150.00
5 Engsel Pintu 4" 10 Ps 112,314.40 1,123,144.00
TYPE PS1 (2 BH)

3 Pull Plate 2 Ps 238,771.50 477,543.00
4 Window Bolt 2 Set 164,615.00 329,230.00
5 Engsel Pintu 4" 2 Ps 112,314.40 224,628.80
Type J1 ( 9 Unit )
3 Kaca Polos 5 mm 29.79 M2 139,130.20 4,144,688.66
5 Rambuncis 9 Bh. 46,915.00 422,235.00
Type J2 ( 4 Unit )
3 Kaca Polos 5 mm 6.81 M2 139,130.20 947,476.66
5 Rambuncis 4 Bh. 46,915.00 187,660.00
Type J3 ( 1 Unit )
2 Kaca Polos 5 mm 0.255 M2 139,130.20 35,478.20
Type BV1 ( 9 Unit )

2 Kaca Polos 5 mm 2.34 M2 139,130.20 325,564.67

2 Kaca Polos 5 mm 2.448 M2 139,130.20 340,590.73
PEKERJAAN KUSEN, PINTU, JENDELA & BV LANTAI DAK

TYPE P5 (2 BH)
3 Lever Handle 2 Ps 293,814.40 587,628.80
4 Lock Case + Cylinder 2 Set 466,169.00 932,338.00
5 Engsel Pintu 4" 3 Ps 112,314.40 336,943.20
6 Door Closer 2 Bh 170,929.00 341,858.00
Type BV1 ( 3 Unit )

2 Kaca Polos 5 mm 0.78 M2 139,130.20 108,521.56
Jumlah 2,405,218,906.24
V PEKERJAAN PENGECATAN
PEKERJAAN PENGECATAN LANTAI I
1 Pengecatan Dinding Interior 3470.123 M2 24,919.40 86,473,372.79
2 Pengecatan Dinding Exterior 450.95 M2 40,601.00 18,309,037.73
3 Pengecatan Plafond 637.144 M2 24,919.40 15,877,243.70
PEKERJAAN PENGECATAN LANTAI II

PEKERJAAN PENGECATAN LANTAI III

PEKERJAAN PENGECATAN LANTAI IV

PEKERJAAN PENGECATAN LANTAI DAK

2 Pengecatan Plafond Dak Expose 46.538 M2 24,919.40 1,159,699.04
Jumlah 465,659,437.31
VI PEKERJAAN SANITASI
PEKERJAAN SANITASI LANTAI 1
1 Closet Duduk 13 Bh 3,020,622.00 39,268,086.00
2 Closet Jongkok 3 Bh 693,330.00 2,079,990.00
3 Urinoir 1 Bh 2,576,530.00 2,576,530.00
4 Jet Washer 13 Bh 265,430.00 3,450,590.00
5 Kran Shower Dingin/Panas 12 Bh 660,330.00 7,923,960.00
7 Kran Air 5 Bh 321,530.00 1,607,650.00
8 Floor Drain 29 Bh 400,015.00 11,600,435.00
9 Wastapel Gantung Lengkap Assesoris 14 Bh 1,849,958.00 25,899,412.00
10 Kaca cermin t=6mm, dibevel 3cm keliling uk. 105x120 cm 14 Bh 850,000.00 11,900,000.00
11 Servis Zink 2 Bh 4,158,000.00 8,316,000.00
12 Handrail KM/WC
Nylon Grab bars - HGB - 1 (500/800/1000) 13 Bh 1,078,000.00 14,014,000.00
Nylon Grab bars KFS - 5A (600/500/400) 13 Bh 616,000.00 8,008,000.00

1 Closet Duduk 13 Bh 3,020,622.00 39,268,086.00
3 Urinoir 1 Bh 2,576,530.00 2,576,530.00
4 Jet Washer 13 Bh 265,430.00 3,450,590.00
7 Kran Air 3 Bh 321,530.00 964,590.00
8 Floor Drain 28 Bh 400,015.00 11,200,420.00
11 Servis Zink 2 Bh 4,158,000.00 8,316,000.00
12 Handrail KM/WC

1 Closet Duduk 13 Bh 3,020,622.00 39,268,086.00
3 Urinoir 1 Bh 2,576,530.00 2,576,530.00
4 Jet Washer 13 Bh 265,430.00 3,450,590.00
7 Kran Air 5 Bh 321,530.00 1,607,650.00
8 Floor Drain 29 Bh 400,015.00 11,600,435.00
11 Servis Zink 2 Bh 4,158,000.00 8,316,000.00
12 Handrail KM/WC

1 Closet Duduk 13 Bh 3,020,622.00 39,268,086.00
3 Urinoir 1 Bh 2,576,530.00 2,576,530.00
4 Jet Washer 13 Bh 265,430.00 3,450,590.00
7 Kran Air 3 Bh 321,530.00 964,590.00
8 Floor Drain 28 Bh 400,015.00 11,200,420.00
11 Servis Zink 2 Bh 4,158,000.00 8,316,000.00
12 Handrail KM/WC
Jumlah 544,492,462.00
VII PEKERJAAN HANDRAIL BR - 500 PAWLING USA 151.6 M1 820,000.00 124,312,000.00

1-1/2" Dx 5-1/2" H / Med Heavy
Pelindung dinding dengan aluminium retainer Dan vinil cover
Aluminium retainer tebal 2 mm struktur mampu menyerap
benturan / shock absorbance (ASTM D-256-93A : IZOD impact test) Cover terbuat dari
rigid vinil yang tahan gores hygienis, lolos uji G21/G22 untuk kriteria penyebaran
bakteri, ASTM E84 class 5 untuk penyebaran api dan 185
untuk penyebaran asap. Life time warranty
Dimensi : Lebar 140MM, tebal 38MM, Bracket tebal 38MM
Assesoris (Bracket, Endcapp. Inside & Outside) 151.6 M1 275,000.00 41,690,000.00
Upah Pemasangan 151.6 M1 65,000.00 9,854,000.00

Jumlah 175,856,000.00
VIII PEKERJAAN COUNTER PANJANG 0,60x4,25 M

- Rangka kamper, plywood, mega teak finish melamic
- Top counter granit import T=2cm nero absoluto,
- Stainless steel, hardware
1 Pekerjaan Counter Lantai 1 1 Unit 8,925,000.00 8,925,000.00
Jumlah 35,700,000.00
D. PEKERJAAN ELEKTRIKAL DAN MEKANIKAL

PEKERJAAN STANDAR
I PEKERJAAN PLUMBING
1.1. PEKERJAAN AIR BERSIH
1. LANTAI SATU
1. Pemipaan Polypropelyne PN.10 :
* Diameter 50 mm 202 M1 218,000.00 44,036,000.00
* Diameter 25 mm 64 M1 62,000.00 3,968,000.00
* Diameter 20 mm 42 M1 42,000.00 1,764,000.00
* Diameter 15 mm 156 M1 31,000.00 4,836,000.00
2. Gate Valve
* Diameter 25 mm 14 Bh 190,000.00 2,660,000.00
* Diameter 20 mm 1 Bh 152,000.00 152,000.00
* Diameter 15 mm 1 Bh 189,000.00 189,000.00
3. Fiiting & Material Bantu 35% Dar 1 Lot 10,920,800.00 10,920,800.00
4. Reservoir
Tanki Reservoir domestik. kapasi 1 unit 244,200,000.00 244,200,000.00
Floating valve dia. 50 mm 2 bh 1,742,000.00 3,484,000.00
Water Level Control ( WLC ) 1 set 3,222,000.00 3,222,000.00
Strainer / Saringan 2 bh 250,000.00 500,000.00
Foot Valve dia. 65 mm 2 bh 2,591,000.00 5,182,000.00
Gate valve dia. 50 mm 4 bh 995,000.00 3,980,000.00
5. Pompa Transfer Lengkap Panel Co 2 Unit 35,959,000.00 71,918,000.00
6 Sumur Dalam Lengkap Instalasi & 1 Unit 287,609,000.00 287,609,000.00
7 Water Filter
* Sand Filter & Accesoriesnya 1 unit 29,265,000.00 29,265,000.00
* Carbon Filter & Accesoriesnya 1 unit 33,708,000.00 33,708,000.00
* Gate valve diameter 65 mm 4 bh 1,130,000.00 4,520,000.00
2. LANTAI DUA
* Diameter 50 mm 52 M1 218,000.00 11,336,000.00
* Diameter 25 mm 64 M1 62,000.00 3,968,000.00
* Diameter 20 mm 42 M1 42,000.00 1,764,000.00
* Diameter 15 mm 156 M1 31,000.00 4,836,000.00
2. Gate Valve
* Diameter 25 mm 14 Bh 190,000.00 2,660,000.00
* Diameter 20 mm 1 Bh 152,000.00 152,000.00
* Diameter 15 mm 1 Bh 189,000.00 189,000.00
3. LANTAI TIGA
* Diameter 50 mm 52 M1 218,000.00 11,336,000.00
* Diameter 25 mm 64 M1 62,000.00 3,968,000.00
* Diameter 20 mm 42 M1 42,000.00 1,764,000.00
* Diameter 15 mm 156 M1 31,000.00 4,836,000.00
2. Gate Valve
* Diameter 25 mm 14 Bh 190,000.00 2,660,000.00
* Diameter 20 mm 1 Bh 152,000.00 152,000.00
* Diameter 15 mm 1 Bh 189,000.00 189,000.00
4. LANTAI EMPAT
* Diameter 50 mm 52 M1 218,000.00 11,336,000.00
* Diameter 25 mm 64 M1 62,000.00 3,968,000.00
* Diameter 20 mm 42 M1 42,000.00 1,764,000.00
* Diameter 15 mm 156 M1 31,000.00 4,836,000.00
2. Gate Valve
* Diameter 25 mm 14 Bh 190,000.00 2,660,000.00
* Diameter 20 mm 1 Bh 152,000.00 152,000.00
* Diameter 15 mm 1 Bh 189,000.00 189,000.00
5. LANTAI DAK ATAP

a. Tangki Air
- Roof Tank lengkap dudukan 1 Unit 46,220,000.00 46,220,000.00
* Kapasitas :16 M3
* Material : Fibre
* Type : Panell
- Gate valve dia. 65 mm 7 Bh 2,591,000.00 18,137,000.00
- Check valve diameter 65 mm 2 Bh 1,218,000.00 2,436,000.00
- Floating valve dia. 50 mm 2 Set 1,742,000.00 3,484,000.00
- Water Level Control ( WLC ) 1 Set 3,222,000.00 3,222,000.00
- Header diameter 150 mm 1 Bh 1,381,000.00 1,381,000.00
b. Pompa Tekan
- Packaged Booster Pump (1 set 1 Set 59,010,000.00 59,010,000.00
* Kapasitas : 120 Liter/Menit
* Head : 15 meter
* Putaran : 1450 Rpm
* Type : Package Booster Pump
- Gate valve diameter 100 mm 1 Bh 1,985,000.00 1,985,000.00
- Check valve diameter 65 mm 4 Bh 1,641,000.00 6,564,000.00
c. Pemipaam Polypropelyne PN-10
- Pipa GIP pengisi Roof Tank PP 56 M1 344,000.00 19,264,000.00
d. Fitting dan alat bantu 1 Ls 3,000,000.00 3,000,000.00
6. RISER DI SHAFT
1. Pemipaam Polypropelyne PN-10
- Diameter 100 mm 24 M1 748,381.27 17,961,150.53
- Diameter 80 mm 24 M1 488,000.00 11,712,000.00
- Diameter 50 mm 36 M1 218,000.00 7,848,000.00
- Fitting dan alat bantu 1 Ls 3,000,000.00 3,000,000.00
Jumlah 1,052,894,350.53
1.2. PEKERJAAN AIR KOTOR, AIR BEKAS & VENT

1. LANTAI SATU
a. Pemipaan Air kotor Padat PVC Kelas 10 kg/cm2 :
- Diameter 100 mm 120 M1 129,024.50 15,482,940.00
- Diameter 150 mm (ke IPAL ) 108 M1 268,911.50 29,042,442.00
- FCO diameter 100 mm 2 Bh 327,000.00 654,000.00
- Bak kontrol 18 Bh 545,000.00 9,810,000.00
b. Pemipaan Air kotor bekas PVC Kelas 10 kg/cm2 :
- Diameter 100 mm 4 M1 129,024.50 516,098.00
- Diameter 80 mm 144 M1 73,601.00 10,598,544.00
- Diameter 65 mm 156 M1 61,061.00 9,525,516.00
- FCO diameter 80 mm 2 Bh 271,000.00 542,000.00
c. Pemipaan Vent PVC Kelas 10 kg/cm2 :
- Diameter 150 mm 110.21 M1 268,911.50 29,636,736.42
e. Septic Tank 1 Unit 159,742,000.00 159,742,000.00
2. LANTAI DUA
- Diameter 100 mm 68 M1 129,024.50 8,773,666.00
- Diameter 80 mm 68 M1 73,601.00 5,004,868.00
- Diameter 65 mm 88 M1 61,061.00 5,373,368.00
- Diameter 50 mm 40 M1 42,108.00 1,684,320.00
3. LANTAI TIGA
- Diameter 100 mm 68 M1 129,024.50 8,773,666.00
- Diameter 80 mm 68 M1 73,601.00 5,004,868.00
- Diameter 65 mm 88 M1 61,061.00 5,373,368.00
- Diameter 50 mm 40 M1 42,108.00 1,684,320.00
4. LANTAI EMPAT
- Diameter 100 mm 68 M1 129,024.50 8,773,666.00
- Diameter 80 mm 68 M1 73,601.00 5,004,868.00
- Diameter 65 mm 88 M1 61,061.00 5,373,368.00
- Diameter 50 mm 40 M1 42,108.00 1,684,320.00
5. RISER DI SHAFT
- Diameter 100 mm 156 M1 129,024.50 20,127,822.00
b. Pemipaan Air kotor cair PVC Kelas 10 kg/cm2 :
- Diameter 80 mm 156 M1 73,601.00 11,481,756.00
Jumlah 370,668,520.42
1.3. PEKERJAAN AIR HUJAN

1. Roof Drain diameter 100 mm 18 Bh 405,000.00 7,290,000.00
2. Pemipaan Air hujan PVC Kelas 10 kg/cm2 :
- Diameter 100 mm 360 M1 129,024.50 46,448,820.00
3. Peralatan Bantu ( Fitting-Fitting ) 1 Ls 3,000,000.00 3,000,000.00
4. Pembuatan bak kontrol 18 Bh 545,000.00 9,810,000.00
Jumlah 66,548,820.00
II PEKERJAAN ELEKTRIKAL ARUS KUAT

2.1. PEKERJAAN PANEL DAN KABEL FEEDER
1. LANTAI SATU
a. Panel Listrik
- SDP 1 Unit 19,650,000.00 19,650,000.00
- LP/PP 1 Unit 8,020,000.00 8,020,000.00
- Grounding panel+lkp Kawat BC 2 Unit 3,500,000.00 7,000,000.00
b. Kabel Feeder
- Dari LVMDP keSDP NYFGbY 4 198 M1 1,240,000.00 245,520,000.00
- Dari SDP ke LP/PP,NYY 4 x 1 6 M1 108,000.00 648,000.00
- Dari SDP ke PP-AC.Indoor NY 6 M1 45,000.00 270,000.00
- Dari SDP ke PP-AC.Outdoor, 30 M1 419,000.00 12,570,000.00
- Dari SDP ke PP-Booster Pump 28 M1 86,000.00 2,408,000.00
- Dari SDP ke PP-DW, NYY 4 x 30 M1 86,000.00 2,580,000.00
- Dari SDP ke PP-LF, NYY 4 x 1 30 M1 86,000.00 2,580,000.00
- Dari SDP ke PP- Pump AB, NY 50 M1 86,000.00 4,300,000.00
2. LANTAI DUA
a. Panel Listrik
- SDP 1 Unit 19,650,000.00 19,650,000.00
- LP/PP 1 Unit 8,020,000.00 8,020,000.00
b. Kabel Feeder
3. LANTAI TIGA
a. Panel Listrik
- SDP 1 Unit 19,650,000.00 19,650,000.00
- LP/PP 1 Unit 8,020,000.00 8,020,000.00
b. Kabel Feeder
4. LANTAI EMPAT
a. Panel Listrik
- SDP 1 Unit 19,650,000.00 19,650,000.00
- LP/PP 1 Unit 8,020,000.00 8,020,000.00
b. Kabel Feeder
5. LANTAI DAK ATAP

a. Panel Listrik
- PP -DW 1 Unit 7,416,000.00 7,416,000.00
- PP - LF 1 Unit 5,422,000.00 5,422,000.00
- PP - OU.AC 1 Unit 8,631,000.00 8,631,000.00
Jumlah 413,697,000.00
2.2. PEKERJAAN LAMPU PENERANGAN, STOP KONTAK DAN INSTALASI
1. LANTAI SATU
a. Fixtures lampu lengkap dengan armature
- Lampu TL LED 2 x 16 W / Lou 19 Bh 898,000.00 17,062,000.00
- Lampu TL LED 1 x 16 W / TKI 5 Bh 338,000.00 1,690,000.00
- Lampu Down Light LED 10 W 57 Bh 427,000.00 24,339,000.00
- Lampu Down Light LED 10 W+ f 18 Bh 320,000.00 5,760,000.00
- Exit Lamp 4 Bh 1,493,000.00 5,972,000.00
- Emergency Lamp 3 Bh 1,582,000.00 4,746,000.00
b. Saklar dan Stop kontak
- Saklar tunggal 12 Bh 48,000.00 576,000.00
- Saklar ganda 18 Bh 63,000.00 1,134,000.00
- Saklar Tukar 2 Bh 63,000.00 126,000.00
- Stop Kontak 200 W / 16 A 64 Bh 85,000.00 5,440,000.00
c. Titik instalasi
- Instalasi penerangan, NYM 3 129 Ttk 333,000.00 42,957,000.00
- Instalasi stop kontak, NYM 3 64 Ttk 333,000.00 21,312,000.00
2. LANTAI DUA
- Exit Lamp 4 Bh 1,493,000.00 5,972,000.00
- Saklar ganda 18 Bh 63,000.00 1,134,000.00
- Saklar Tukar 2 Bh 63,000.00 126,000.00
- Stop Kontak 200 W / 16 A 64 Bh 85,000.00 5,440,000.00
c. Titik instalasi
3. LANTAI TIGA
- Exit Lamp 4 Bh 1,493,000.00 5,972,000.00
- Saklar ganda 18 Bh 63,000.00 1,134,000.00
- Saklar Tukar 2 Bh 63,000.00 126,000.00
- Stop Kontak 200 W / 16 A 64 Bh 85,000.00 5,440,000.00
c. Titik instalasi
4. LANTAI EMPAT
- Exit Lamp 4 Bh 1,493,000.00 5,972,000.00
- Saklar ganda 18 Bh 63,000.00 1,134,000.00
- Saklar Tukar 2 Bh 63,000.00 126,000.00
- Stop Kontak 200 W / 16 A 64 Bh 85,000.00 5,440,000.00
c. Titik instalasi
Jumlah 557,392,000.00
PEKERJAAN NON STANDAR

III PEKERJAAN MEKANIKAL
3.1. PEKERJAAN HYDRANT DAN SPRINKLER
1. LANTAI SATU
a. Instalasi Hydrant
- Fire Hose Cabinet ( FHC ) 2 Set 4,442,000.00 8,884,000.00
- Fire Extinguisher @ 6 kg ( Dry 4 Bh 1,200,000.00 4,800,000.00
- Gate Vale dia 150 mm K.20 1 Bh 15,161,000.00 15,161,000.00
- Pemipaan BSP Schedule 40 :
* BSP Sch.40 diameter 150 m 12 M1 817,000.00 9,804,000.00
* BSP Sch.40 diameter 100 48 M1 405,000.00 19,440,000.00
- Peralatan Bantu ( Fitting-Fitting 1 Ls 2,000,000.00 2,000,000.00
b. Instalasi Sprinkler
* BSP Sch.40 diameter 32 8 M1 107,000.00 856,000.00
- Head Sprinkler 44 Bh 58,000.00 2,552,000.00
- Indicating Valve diameter 10 1 Bh 979,000.00 979,000.00
- Test Valve diameter 50 mm 1 Bh 4,520,000.00 4,520,000.00
- Drain Valve diameter 50 mm 1 Bh 4,520,000.00 4,520,000.00
- Flashing valve diameter 50 m 1 Bh 4,520,000.00 4,520,000.00
- Water Flow Switch 1 Bh 3,676,000.00 3,676,000.00
- Plat Orifice diameter 50 mm 1 Bh 311,000.00 311,000.00
- Sight glass 1 Bh 3,025,000.00 3,025,000.00
2. LANTAI DUA
- Peralatan Bantu ( Fitting-Fitting 1 Ls 200,000.00 200,000.00
- Sight glass 1 Bh 3,025,000.00 3,025,000.00
3. LANTAI TIGA
- Sight glass 1 Bh 3,025,000.00 3,025,000.00
4. LANTAI EMPAT
- Sight glass 1 Bh 3,025,000.00 3,025,000.00
5. LANTAI DAK ATAP

6. SHAFT/RISER
a. Pemipaan BSP Schedule 40 :
- Diameter 100 mm ( Pipa Sprin 24 M1 405,000.00 9,720,000.00
- Diameter 50 mm ( Pipa Flashin 24 M1 166,000.00 3,984,000.00
b. Gate Valve diameter 100 mm 2 Bh 9,982,000.00 19,964,000.00
c. Gate Valve diameter 50 mm 1 Bh 4,520,000.00 4,520,000.00
d. Automatic Air valve ( AAV ) 3 Bh 1,350,000.00 4,050,000.00
Jumlah 539,433,000.00
PEKERJAAN RUANG POMPA DAN GWT

1 Pengadaan dan pemasangan
pompa pemadam standart NFPA-20 (sesuai spesifikasi)
a. Pompa Hydrant Electric 1 unit 314,501,000.00 314,501,000.00

lengkap dengan pondasi, panel control (manual &
automatic), power cable dan instalasi listrik
Kapasitas : 750 USGPM
Total Head : 112 m -
c. Pompa Jockey Electric 1 unit 37,387,000.00 37,387,000.00
lengkap dengan pondasi, panel control (manual &
automatic), power cable dan instalasi listrik
Kapasitas : 25 USGPM
Total Head : 130 m
2 Pengadaan dan pemasangan 1 unit 15,000,000.00 15,000,000.00
pressure tank, lengkap dengan
pondasi, safety valve, pressure
gauge, gate valve, drain dan
assesoris lainnya
Kapasitas : 500 liter
Bahan : mild steel
3 Pengadaan dan pemasangan 1 unit 10,000,000.00 10,000,000.00
fuel tank, lengkap dengan pondasi,
sight glass, gate valve, drain dan
assesoris lainnya
Kapasitas : 250 liter
4 Pengadaan dan pemasangan 1 ls (by elektrikal) (by elektrikal)
sub panel ruang pompa, lengkap
dengan instalasi listrik, peralatan
kontrol, kabel-kabel distribusi dan
assesorisnya
instalasi pipa pemadam di ruang
pompa, lengkap dengan fitting,
klem, support, hanger, assesoris,
bobokan dan perapihannya kembali
BS. Sch. 40,
Ø 200, header pipe 1 unit 1,096,000.00 1,096,000.00
Ø 150 18 m' 817,000.00 14,706,000.00
Ø 150 (dari header s/d ring pipe hydrant luar) 310 m' 817,000.00 253,270,000.00
Ø 150 (dari header s/d shaft gedung) 76 m' 817,000.00 62,092,000.00
Ø 100 (penghubung GWT) 4 m' 405,000.00 1,620,000.00
Ø 65 76 m' 201,000.00 15,276,000.00
Ø 50 8 m' 166,000.00 1,328,000.00
Ø 15 12 m' 80,000.00 960,000.00
valve-valve (klas 16K) :
- Strainer, Ø 150 2,00 unit 4,965,400.00 9,930,800.00
- Strainer, Ø 80 3,00 unit 2,557,000.00 7,671,000.00
- Strainer, Ø 50 1,00 unit 1,126,000.00 1,126,000.00
- Flexible Pipe, Ø 80 3,00 unit 494,000.00 1,482,000.00
- Check Valve, Ø 150 2,00 unit 2,212,100.00 4,424,200.00
- Foot Valve, Ø 150 2,00 unit 5,349,500.00 10,699,000.00
- Foot Valve, Ø 80 3,00 unit 3,000,000.00 9,000,000.00
- Foot Valve, Ø 50 1,00 unit 2,591,000.00 2,591,000.00
- Gate Valve, Ø 150 7,00 unit 5,017,000.00 35,119,000.00
- Gate Valve, Ø 100 2,00 unit 1,985,000.00 3,970,000.00
- Gate Valve, Ø 80 3,00 unit 1,439,000.00 4,317,000.00
- Gate Valve, Ø 65 3,00 unit 1,130,000.00 3,390,000.00
- Gate Valve, Ø 50 4,00 unit 995,000.00 3,980,000.00
- Gate Valve, Ø 15 2,00 unit 189,000.00 378,000.00
7 Safety Valve, Ø 100 1 set 16,000,000.00 16,000,000.00
8 Main Alarm Control Valve (MCV), Ø 100 1 set 20,000,000.00 20,000,000.00
9 Pressure Reducing Valve (PRV) set 1 unit 45,000,000.00 45,000,000.00
- Gate Valve, Ø 100 (3 units)
- PRV, Ø 100 (1 unit)
- Pressure Gauge + Valve (2 units)
10 Automatic Air Vent + Valve Ø 25 1 unit 2,350,000.00 2,350,000.00
11 Pressure Switch + instalasi 3 unit 2,941,000.00 8,823,000.00
12 Pressure Gauge + Valve + Siphon 4 unit 313,000.00 1,252,000.00
13 Flow Meter, Ø 150 1 unit 3,064,600.00 3,064,600.00
14 Water Level Control (WLC) + instalasi listrik 1 unit 3,222,000.00 3,222,000.00
Jumlah 932,981,600.00
3.2. PEKERJAAN AIR CONDITIONING

1. LANTAI SATU
a. Outdoor Unit VRF
- OU.1A kapasitas : 251000 BT 1 Unit 195,777,000.00 195,777,000.00
b. Indoor Unit VRF
- IU Kapasitas : 7 500 BTU/h - 2 Unit 4,276,000.00 8,552,000.00
- IU Kapasitas : 9600 BTU/h - W 1 Unit 5,840,000.00 5,840,000.00
- IU Kapasitas : 12300 BTU/h - 1 Unit 6,360,000.00 6,360,000.00
c. Pemipaan ( Refrigerant - Drain ) 88 M1 228,228.00 20,084,064.00
d. Y- Branch
- Pipe Indoor Connetion 17 Bh 1,750,000.00 29,750,000.00
e. Standard Wired controller 14 Bh 1,250,000.00 17,500,000.00
f. Titik Instalasi Outdoor Unit 1 Ttk 1,101,000.00 1,101,000.00
g. Titik Instalasi Indoor Unit 14 Ttk 232,000.00 3,248,000.00
h. Ducting 1 Ls 20,000,000.00 20,000,000.00
2. LANTAI DUA
a. Outdoor Unit VRF
b. Indoor Unit VRF
d. Y- Branch
h. Ducting 1 Ls 20,000,000.00 20,000,000.00
3. LANTAI TIGA
a. Outdoor Unit VRF
b. Indoor Unit VRF
d. Y- Branch
h. Ducting 1 Ls 20,000,000.00 20,000,000.00
4. LANTAI EMPAT
a. Outdoor Unit VRF
b. Indoor Unit VRF
d. Y- Branch
h. Ducting 1 Ls 20,000,000.00 20,000,000.00
Jumlah 1,595,464,256.00
3.3. PEKERJAAN VENTILASI UDARA DAN DUCTING

1. LANTAI SATU
a. Ventilasi Udara / Fan
- Ceiling Exhaust Air Fan , Kap 22 Unit 554,000.00 12,188,000.00
b. Titik Instalasi daya ExhaustAir Fa 22 Ttk 232,000.00 5,104,000.00
c. Pemipaan Ventilasi Udara ( Exhaust Fan ) dan Ducting
- 3" x 3" 8 M2 400,000.00 3,200,000.00
- 4" x 4" 3 M2 600,000.00 1,800,000.00
- 5" x 5" 6.5 M2 650,000.00 4,225,000.00
- 6" x 5" 7 M2 750,000.00 5,250,000.00
- 14" x 14" 4 M2 800,000.00 3,200,000.00
- Dia 75 4 M2 250,000.00 1,000,000.00
- Exhaust Air Grill ( EAG 4" x 4" 12 Bh 500,000.00 6,000,000.00
2. LANTAI DUA
- 3" x 3" 8 M2 400,000.00 3,200,000.00
- 4" x 4" 3 M2 600,000.00 1,800,000.00
- 5" x 5" 6.5 M2 650,000.00 4,225,000.00
- 6" x 5" 7 M2 750,000.00 5,250,000.00
- 14" x 14" 4 M2 800,000.00 3,200,000.00
- Dia 75 4 M2 250,000.00 1,000,000.00
3. LANTAI TIGA
- 3" x 3" 8 M2 400,000.00 3,200,000.00
- 4" x 4" 3 M2 600,000.00 1,800,000.00
- 5" x 5" 6.5 M2 650,000.00 4,225,000.00
- 6" x 5" 7 M2 750,000.00 5,250,000.00
- 14" x 14" 4 M2 800,000.00 3,200,000.00
- Dia 75 4 M2 250,000.00 1,000,000.00
4. LANTAI EMPAT
- 3" x 3" 8 M2 400,000.00 3,200,000.00
- 4" x 4" 3 M2 600,000.00 1,800,000.00
- 5" x 5" 6.5 M2 650,000.00 4,225,000.00
- 6" x 5" 7 M2 750,000.00 5,250,000.00
- 14" x 14" 4 M2 800,000.00 3,200,000.00
- Dia 75 4 M2 250,000.00 1,000,000.00
Jumlah 167,868,000.00
3.4. PEKERJAAN TRANSPORTASI DALAM GEDUNG
1. Elevator sek.Hyundai,Pillar,Sig 1 Unit 685,000,000.00 685,000,000.00
- Jenis : Hospital Bed Elevator
- Kapasita : 1600 Kg
- Kecepat : 60 (MPM)
- Layanan : 4 Lantai
- Kelengkapan / Aksesoris :
* Automatic rescue Device (ARD)
* Separator Beam
* Sparator beam WF. 200.100.5,5.8
* Beam melintang WF. 200.100.5,5.8
* Base plat tebal 10 cm
* Zincromate
* Dynabolt dia. 12 mm, Heavy duty
* Hode dia. 22 mm
* Earth Quake controller
* Safety Device Controller (Emergency Break Hoist)
* Over load Protection
* Over limit velocity Protection
* Emergency Lighting
* Emergency Call
* Hand rail
- Biaya Pemasangan Lift & Perijinan
2. Dumb Waiter 2 Unit 325,000,000.00 650,000,000.00
Jumlah 1,335,000,000.00
3.5. PEKERJAAN INSTALASI GAS MEDIS

1. PEKERJAAN SENTRAL GAS MEDIS (LANTAI 1)
a. Sentral Oxigen ( O2 ) 1 Set 110,000,000.00 110,000,000.00
Tabung lengkap selang, Regulator, Oxigen manifold,
header, valve pada pemipaan utama, dan accesories lainnya.
2. LANTAI SATU
a. OXIGEN ( O2 )
Instalasi Pemipaan tembaga standart ASTM B.88 Type L
- Diameter 3/8 " 54 M1 145,530.00 7,858,620.00
- Diameter 1/2 " 130 M1 121,275.00 15,765,750.00
- Diameter 3/4 " 13 M1 190,575.00 2,477,475.00
- Diameter 1 " 12 M1 155,925.00 1,871,100.00
Out Let Gas Oxygen (O2), 18 Bh 1,386,000.00 24,948,000.00
b. Alarm Medis Gas 1 Unit 16,940,000.00 16,940,000.00
c. Zone Valve with pressure gauge 1 Unit 6,375,600.00 6,375,600.00
d. Head Bed Pabriaksi ukuran 1200 18 Unit 4,550,000.00 81,900,000.00
3. LANTAI DUA
a. OXIGEN ( O2 )
- Diameter 3/8 " 54 M1 145,530.00 7,858,620.00
- Diameter 1/2 " 130 M1 121,275.00 15,765,750.00
- Diameter 3/4 " 13 M1 190,575.00 2,477,475.00
- Diameter 1 " 12 M1 155,925.00 1,871,100.00
4. LANTAI TIGA
a. OXIGEN ( O2 )
- Diameter 3/8 " 54 M1 145,530.00 7,858,620.00
- Diameter 1/2 " 130 M1 121,275.00 15,765,750.00
- Diameter 3/4 " 13 M1 190,575.00 2,477,475.00
- Diameter 1 " 12 M1 155,925.00 1,871,100.00
5. LANTAI EMPAT
a. OXIGEN ( O2 )
- Diameter 3/8 " 54 M1 145,530.00 7,858,620.00
- Diameter 1/2 " 130 M1 121,275.00 15,765,750.00
- Diameter 3/4 " 13 M1 190,575.00 2,477,475.00
- Diameter 1 " 12 M1 155,925.00 1,871,100.00
Jumlah 742,546,180.00
IV PEKERJAAN ELEKTRIKAL ARUS KUAT

4.1. PEKERJAAN PENANGKAL PETIR ( Electro Statis )
1. Air Terminal Radius 120m 1 Unit 63,140,000.00 63,140,000.00
2. Kabel NYY 70 mm2 32 M1 215,000.00 6,880,000.00
3. Obstuction Lamp & instalasi 1 Bh 5,524,860.00 5,524,860.00
4. Connecting Sleeve lengkap surge 1 Bh 5,979,820.00 5,979,820.00
5. Lightening Flash Counter 1 Bh 10,450,000.00 10,450,000.00
6. Tiang Menara 1 Lot 4,745,620.00 4,745,620.00
7. Grounding sistem 1 Ttk 6,025,800.00 6,025,800.00
- Copper road
- Pentanahan max.2 Ohm bahan GSP dia.50mm² + BC.70mm²
- Bak kontrol ( 40x40) cm lengkap tutup
- Testing/pengukuran pentanahan
- Material bantu dan accessories
- Proses pengesahan gambar ke DepNaker RI
Jumlah 102,746,100.00
4.2. PEKERJAAN RAK KABEL

1. LANTAI SATU
a. Rak Kabel arus kuat
- Ukuran 40 cm, termasuk sam 48 M1 739,000.00 35,472,000.00
b. Rak Kabel arus lemah
c. Sambungan ( Tee, Elbow, Croos, d 1 Ls 11,980,800.00 11,980,800.00
2. LANTAI DUA
3. LANTAI TIGA
4. LANTAI EMPAT
Jumlah 287,539,200.00
V PEKERJAAN ELEKTRONIC
5.1. PEKERJAAN TATA SUARA
1. SENTRAL TATA SUARA
a. Mixer Pree Amplifier 1 Unit 12,620,000.00 12,620,000.00
b. CD, MP3 Player + FM Tuner 1 Unit 5,526,000.00 5,526,000.00
c. MDF-S 1 Unit 3,915,000.00 3,915,000.00
d. Equalizer 1 Unit 2,887,000.00 2,887,000.00
e. 3 x Power Amplifier 1 x 240 w 1 Set 10,408,000.00 10,408,000.00
f. Power Amplifier 1 x 120 w 1 Unit 7,729,000.00 7,729,000.00
g. Pagging Microphone 2 Unit 4,027,000.00 8,054,000.00
g. Emergency Microphone 1 Unit 7,500,000.00 7,500,000.00
h. C.O.S (Change Over Switch) 2 Bh 500,000.00 1,000,000.00
i. Speaker Selector 1 x 10 Zone 1 Set 8,721,000.00 8,721,000.00
j. Kabel NYMH 3 x 2,5 mm2 4 M1 68,640.00 274,560.00
k. Cabinet Rack 1 Set 4,505,000.00 4,505,000.00
l. Equalizer 1 Bh 2,887,000.00 2,887,000.00
2. LANTAI SATU
a. TBS-1 1 Bh 2,556,000.00 2,556,000.00
b. Kabel dari MDF-S ke TBS, NYMHY 58 M1 68,640.00 3,981,120.00
c. Ceiling Speaker 3 Watt (For Pagg 6 Bh 138,000.00 828,000.00
d. Ceiling Speaker 3 Watt 12 Bh 138,000.00 1,656,000.00
e. Attenuator 11 Bh 200,000.00 2,200,000.00
f. Titik instalasi Speaker, NYMHY 29 Ttk 352,000.00 10,208,000.00
3. LANTAI DUA
a. TBS-2 1 Bh 2,556,000.00 2,556,000.00
e. Attenuator 11 Bh 200,000.00 2,200,000.00
4. LANTAI TIGA
a. TBS-3 1 Bh 2,556,000.00 2,556,000.00
e. Attenuator 11 Bh 200,000.00 2,200,000.00
5. LANTAI EMPAT
a. TBS-3 1 Bh 2,556,000.00 2,556,000.00
e. Attenuator 11 Bh 200,000.00 2,200,000.00
Jumlah 161,743,040.00
5.2. PEKERJAAN FIRE ALARM

1. RUANG PANEL
a. FACP 4 Zone 1 Unit 16,321,800.00 16,321,800.00
Jenis :Konvensional
2. LANTAI SATU
a. TBF 1 Unit 2,556,000.00 2,556,000.00
b. Kabel dari FACP ke TBF-B1, NYA 24 M1 26,000.00 624,000.00
c. Rate Of Rise (ROR) 3 Bh 524,000.00 1,572,000.00
d. Fixed Temperature Detector 1 Bh 524,000.00 524,000.00
e. Smoke Detector 21 Bh 907,000.00 19,047,000.00
f. Manual Break Glass 2 Bh 284,000.00 568,000.00
g. Bell Alarm 2 Bh 249,000.00 498,000.00
h. Indicator Lamp 2 Bh 249,000.00 498,000.00
i. Instalasi Flow Switch 1 Bh 3,064,600.00 3,064,600.00
j. Instalasi Detector dalam konduit 27 Ttk 394,000.00 10,638,000.00
k. Instalasi Bell & Indicator dalam 4 Ttk 394,000.00 1,576,000.00
l. Peralatan bantu 1 Ls 2,000,000.00 2,000,000.00
3. LANTAI DUA
a. TBF 1 Unit 2,556,000.00 2,556,000.00
g. Bell Alarm 2 Bh 249,000.00 498,000.00
4. LANTAI TIGA
a. TBF 1 Unit 2,556,000.00 2,556,000.00
g. Bell Alarm 2 Bh 249,000.00 498,000.00
5. LANTAI EMPAT
a. TBF 1 Unit 2,556,000.00 2,556,000.00
g. Bell Alarm 2 Bh 249,000.00 498,000.00
Jumlah 188,984,200.00
5.3. PEKERJAAN DATA LAN, ACCESS POINT & CCTV

1. LANTAI SATU
a. UTP Patch Panel 24 Ports lkp Pat 1 Set 4,250,000.00 4,250,000.00
b. Hub Switch 24 Ports 1 Set 8,418,000.00 8,418,000.00
c. Hub Switch + POE 24 Ports 1 Set 8,418,000.00 8,418,000.00
d. NVR 8 Channel 1 Unit 25,680,000.00 25,680,000.00
e. Rack Standing 42U lkp Power So 1 Unit 4,505,000.00 4,505,000.00
f. CCTV
- IP Dome Camera 2 Bh 3,295,000.00 6,590,000.00
- Instalasi Camera, UTP Cat-6 2 Ttk 649,000.00 1,298,000.00
g. Data Computer
- Socket Outlet Data LAN 3 Bh 196,000.00 588,000.00
- Titik Instalasi Socket Data, UT 3 Ttk 649,000.00 1,947,000.00
h. Acces Point
- Wi- Fi 1 Bh 550,000.00 550,000.00
- Titik Instalasi Wi-Fi, UTP - Cat 1 Ttk 649,000.00 649,000.00
2. LANTAI DUA
a. UTP Patch Panel 16 Ports 1 Set 4,250,000.00 4,250,000.00
b. Hub Switch + POE 16 Ports 1 Set 8,418,000.00 8,418,000.00
c. Kabel UTP- Cat 6 dalam Gedung 12 M1 148,500.00 1,782,000.00
d. CCTV
- IP Dome Camera 2 Bh 3,295,000.00 6,590,000.00
e. Data Computer
f. Acces Point
- Wi- Fi 1 Bh 550,000.00 550,000.00
3. LANTAI TIGA
d. CCTV
- IP Dome Camera 2 Bh 3,295,000.00 6,590,000.00
e. Data Computer
f. Acces Point
- Wi- Fi 1 Bh 550,000.00 550,000.00
4. LANTAI EMPAT
d. CCTV
- IP Dome Camera 2 Bh 3,295,000.00 6,590,000.00
e. Data Computer
f. Acces Point
- Wi- Fi 1 Bh 550,000.00 550,000.00
Jumlah 143,644,000.00
5.4. PEKERJAAN TELEPON
1. RUANG PANEL LT.1
a. MDF-TELP 20 Pairs 1 Unit 1,950,000.00 1,950,000.00
b. PBX 16 Analog Extension lkp tl 1 Unit 15,000,000.00 15,000,000.00
c. Kabel ITC 2 x 2 x 0,6 mm2 (80 Pai 4 M1 326,000.00 1,304,000.00
d. Pesawat Telephone Operator Co 1 Bh 221,000.00 221,000.00
2. LANTAI SATU
a. TBT-1 (10 Pairs) 1 Unit 969,000.00 969,000.00
b. Outlet Telepon (extension Line) 4 Bh 221,000.00 884,000.00
c. Kabel Dari MDF-TELP ke TBT-1, I 6 M1 326,000.00 1,956,000.00
d. Titik Instalasi Socket Telepon, 4 4 Ttk 302,000.00 1,208,000.00
3. LANTAI DUA
a. TBT-2 (10 Pairs) 1 Unit 969,000.00 969,000.00
4. LANTAI TIGA
a. TBT-3 (10 Pairs) 1 Unit 969,000.00 969,000.00
5. LANTAI EMPAT
a. TBT-4 (10 Pairs) 1 Unit 969,000.00 969,000.00
Jumlah 50,279,000.00
5.5. PEKERJAAN SISTEM NURSE CALL

1. LANTAI SATU
a. Analog Master Unit kapasitas 24 1 Set 28,000,000.00 28,000,000.00
b. Sub Station 18 Unit 440,000.00 7,920,000.00
c. Call Button 18 Unit 200,000.00 3,600,000.00
d. Bath Room Emergency Push But 10 Unit 1,232,000.00 12,320,000.00
e. Corridor Light 10 Unit 360,000.00 3,600,000.00
f. Instalasi Titik Nurse Call 56 Ttk 302,000.00 16,912,000.00
g. Terminal Box Nurse Call 1 Unit 969,000.00 969,000.00
2. LANTAI DUA
3. LANTAI TIGA
4. LANTAI EMPAT
Jumlah 293,284,000.00
VI PEKERJAAN ELEKTRIKAL GARDU PELANGGAN
1 Transformer Distribusi :
Kapasitas : 630 KVA 1 UNIT 207,000,000.00 207,000,000.00
Type : Indoor , oil Immersed, Total
Filled Hermatically, Sialed: IEC Std SPLN
Primer Voltage : 20KV
Secunder Voltage : 400V
Vector Group : Dyn5
Frekuensi : 50 HZ
Perlengkapan Standar : Wheel, Earth terminal,
Lifting eye, Oilfilling R OLE, Drainfug, rating
plate and copy test certificate factory.
Perlengkapan tambahan : Elastimold MV
Bushing 50mm + RIS
Merk : Trafindo
2 Incoming Load Break Switch Cubicle type I 1 UNIT 39,486,870.00 39,486,870.00

Manual and Fixed type, c/w :
- SF6 Load Break Switch 630A and Earthing Switch
- LBS Operating Mechanism CIT
- 3 Phase Busbars 630A
- Voltage Indicators
- 1 Heater 50 watt 220VAC
3 Outgoing Load Break Switch Cubicle type 1 UNIT 48,599,190.00 48,599,190.00

Manual and fixed type, C/W :
- SF6 Load Break Switch 200A and Earthing Switch
- Without Fusarc
- LBS Operating Mechanism CI1
- 3 Phase Busbar 630A
- Shunt Trip Coil 220 VAC + Aux Contact
- Downstream Earthing Switch
- Voltage Indicators
-. 1 Heater 50Watt 220VAC
4 Panel LVMDP 1 unit 419,749,000.00 419,749,000.00

5 Kabel Tegangan Menengah Dari PLN ke M 1 ls 50,000,000.00 50,000,000.00
6 Kabel Tegangan Menengah Dari MVMDP ke 1 ls 50,000,000.00 50,000,000.00
Jumlah 814,835,060.00
VII PEKERJAAN BANGUNAN POWER HOUSE

Pekerjaan Persiapan
1 Pengukuran dan Bouwplank 24 m 46,664.20 1,119,940.80
Pekerjaan Tanah
1 Galian Tanah Pondasi Pelat 13.5 m3 69,575.00 939,262.50
2 Galian Tanah Pondasi Batu Kali 39.16 m3 69,575.00 2,724,557.00
3 Galian Tanah Sampit + Grevel 12.558 m3 69,575.00 873,688.06
4 Urugan Tanah Kembali 13.044 m3 51,150.00 667,175.03
5 Urugan Tanah Peninggian Lantai 8.4 m3 51,150.00 429,660.00
6 Urugan Pasir Bawah Pondasi Pelat t=5cm 0.619 m3 336,270.00 208,067.06
7 Urugan Pasir Bawah Pondasi Batu Kali t=5cm 2.448 m3 336,270.00 823,020.83
8 Urugan Pasir Bawah Lantai Beton t=5cm 3.99 m3 336,270.00 1,341,717.30
9 Urugan Pasir Bawah Rabat t=5cm 2.68 m3 336,270.00 901,203.60
10 Lantai kerja beton mutu f'c = 7,4 Mpa (K100), slump (3-6) cm, w/ 0.619 m3 986,217.89 610,222.32
Pondasi Pelat t=5cm
11 Lantai kerja beton mutu f'c = 7,4 Mpa (K100), slump (3-6) cm, w/ 3.939 m3 986,217.89 3,884,465.70
Bawah Lantai Beton t=5cm
Pekerjaan Pondasi dan Struktur Atas

1 Pondasi P1 Uk. 1 x 1 x 0,25 142.8 kg/m3 0.5 m3 3,849,446.23 1,924,723.11
2 Pondasi P2 Uk. 1,25 x 1,25 x 0,30 118.32 kg/m3 1.875 m3 3,381,425.27 6,340,172.38
3 Kolom Stump K1A 30/30 235.68 kg/m3 0.279 m3 4,870,946.72 1,358,994.13
4 Kolom Stump K1B 30/30 232.32 kg/m3 0.558 m3 4,821,900.80 2,690,620.64
5 Pondasi Anstamping 4.14 m3 510,028.20 2,111,516.75
6 Pondasi Batu Kali 1 : 5 10.557 m3 876,293.00 9,251,025.20
7 Sloof S1 Uk. 20/40 164.12 kg/m3 0.912 m3 4,990,802.27 4,551,611.67
8 Sloof S2 Uk. 25/50 164.47 kg/m3 1.925 m3 4,719,195.22 9,084,450.80
9 Sloof S3 Uk. 20/30 147.33 kg/m3 1.026 m3 4,469,002.64 4,585,196.71
10 Lantai beton mutu f'c = 7,4 Mpa (K100), slump (3-6) cm, w/c = 0, 5.95 m3 3,475,243.83 20,677,700.78
T= 10 cm + Sal. Sampit
11 Lantai Beton T= 50 cm 112.42 kg/m3 5.43 m3 2,990,915.37 16,240,670.45
12 Kolom Struktur K1A 30/30 196.4 kg/m3 1.053 m3 4,297,576.56 4,525,348.11
13 Kolom Struktur K1B 30/30 193.6 kg/m3 2.106 m3 4,256,704.96 8,964,620.64
14 Kolom Praktis 12/12 187.3 kg/m3 0.871 m3 6,251,547.40 5,446,348.09
15 Balok Struktur B1 Uk. 25/60 114.62 kg/m3 2.4 m3 4,582,797.24 10,998,713.36
19 Pelat Dak Beton t = 10 cm 135.23 kg/m3 11.9 m3 6,375,734.94 75,871,245.77
20 Lisplank Beton 10/60 113.32 kg/m3 3 m3 5,623,048.54 16,869,145.61
Pekerjaan Ram
1 Dinding pondasi batu belah campuran 1SP:5PP 1.26 m3 876,293.00 1,104,129.18
2 Pemasangan plesteran 1SP : 5PP tebal 15 mm 6.3 m2 151,232.40 952,764.12
3 Acian plesteran 6.3 m2 35,997.50 226,784.25
4 Lantai kerja beton mutu f'c = 7,4 Mpa (K100), slump (3-6) cm, w/ 0.914 m3 986,217.89 900,910.04
5 Urugan Pasir t= 5cm 0.914 m3 336,270.00 307,182.65
6 Lantai beton mutu f'c = 7,4 Mpa (K100), slump (3-6) cm, w/c = 1.827 m3 986,217.89 1,801,820.08
Pekerjaan Dinding
1 Pemasangan dinding bata merah (5x11x22) cm t = 1/2 batu 1SP : 12.36 m2 156,454.10 1,933,772.68
2 Pemasangan dinding bata merah (5x11x22) cm t = 1/2 batu 1SP : 192.07 m2 151,232.40 29,047,207.07
3 Pemasangan plesteran 1SP : 3PP tebal 15 mm 24.72 m2 64,975.68 1,606,198.81
4 Pemasangan plesteran 1SP : 5PP tebal 15 mm 384.14 m2 62,160.12 23,878,188.50
5 Acian pemasangan plesteran dinding 408.86 m2 35,997.50 14,717,937.85
6 Pemasangan plesteran 1SP : 3PP tebal 15 mm Beton 106.708 m2 64,975.68 6,933,424.86
7 Acian Plesteran Beton 106.708 m2 35,997.50 3,841,221.23
8 Acian Beton Plafon Expose 136.68 m2 35,997.50 4,920,138.30
9 Acian Opening Kusen 7.82 m2 35,997.50 281,500.45
Pekerjaan Kusen
1 Type PU ( 2 Unit)
- Kusen Besi Canal C 125,50,20,3.2 92.5 kg 30,861.60 2,854,698.00
- Rangka Pembagi Daun Pintu Canal C 125,50,20,3.2 256.287 kg 30,861.60 7,909,416.59
- Penutup Daun Pintu Pelat 1.2 mm 180.571 kg 30,861.60 5,572,704.24
- Ankur dia.10mm 7.2 kg 14,597.00 105,098.40
2 Type BV (8 Unit)
- Kusen Besi Canal C 125,50,20,3.2 310.8 kg 30,861.60 9,591,785.28
- Krepyak Besi Pelat 1.2 mm 134.3 kg 30,861.60 4,144,698.78
- Ankur dia.10mm 19.2 kg 25,000.00 480,000.00
- Kunci, Engsel, Slot dan dudukan Kunci dll 1 ls 500,000.00 500,000.00
Pekerjaan Pengecatan
1 Pengecatan Dinding 523.388 m2 24,919.40 13,042,514.93
2 Pengecatan Besi 18.224 m2 48,466.00 883,244.38
3 Waterprofing sek Duo Composite Membrane 152.9 m2 406,279.50 62,120,135.55
Pekerjaan Instalasi Listrik

1 Pek. Instalasi Penerangan 6 Ttk 281,000.00 1,686,000.00
2 Pek. Instalasi Stop Kontak 2 Ttk 360,000.00 720,000.00
3 Pas. Lampu TL 2 x 36 w, Type TKO 4 Bh 225,000.00 900,000.00
4 Pas. Sakelar Tunggal 3 Bh 29,000.00 87,000.00
5 Stop Kointak 2 Bh 35,000.00 70,000.00
6 PL 13 Watt + fiiting plafond 2 bh 45,000.00 90,000.00
7 Penyambungan Power dari MDP ke panel TR gardu 10 Mtr 25,000.00 250,000.00
NYM 3x2,5 mm2
Pekerjaan Talang Tegak

1 Roof Drain 4 bh 150,000.00 600,000.00
2 Pipa PVC dia 3" 24 mtr 73,601.00 1,766,424.00
Jumlah 457,236,403.38
E. PEKERJAAN INFRA STRUKTUR

PEKERJAAN SELASAR PENGHUBUNG
1 Galian Tanah Pondasi Bt. Kali Setempat 62 M3 69,575.00 4,313,650.00
2 Urugan Tanah Kembali 24.8 M3 51,150.00 1,268,520.00
3 Urugan Pasir Bawah Pondasi t, 5 CM 3.1 M3 336,270.00 1,042,437.00
4 Pas. Pondasi Aanstamping t, 15 CM 9.3 M3 510,028.20 4,743,262.26
5 Pas. Pondasi Batu Kali 1 : 5 27.28 M3 876,293.00 23,905,273.04
6 Pas. Sloof Beton 15/20 (Tul, 192,533 KG/M3) 4.983 M3 5,858,959.96 29,195,197.49
7 Pas. Kolom Beton 20/20 (Tul, 151,313 KG/M3) 8.68 M3 8,370,549.63 72,656,370.78
8 Pas. Balok Beton 15/25 (Tul, 161,400 KG/M3) 10.166 M3 7,872,567.02 80,034,484.42
9 Pas. Balok Beton County Lever 15/30 (Tul, 140, 644 KG/M3) 3.15 M3 7,397,898.68 23,303,380.85
10 Pas. Plat Dak Beton t, 10 CM (Tul, 110,600 KG/M3) 27.728 M3 6,007,452.63 166,574,646.49
12 Urugan Tanah Peninggian Lantai 43.672 M3 51,150.00 2,233,802.34
13 Urugan Pasir Bawah Lantai t, 10 CM 27.295 M3 336,270.00 9,178,405.58
14 Pas. Lantai Granite Tile 60 x 60 Un Polish 272.948 M2 358,471.64 97,843,938.04
15 Pas. Rabat Beton t, 8 CM 8.792 M3 986,217.89 8,670,827.65
16 Pas. Saluran Gravel 1/2 dia 20 + Galian Tanah + Pas. Dinding Bata 157 M1 246,599.33 38,716,094.97
17 Acian Kolom Beton 426.08 M2 35,997.50 15,337,814.80
18 Pengecatan Dinding exterior 426.08 M2 40,601.00 17,299,274.08
Jumlah 600,336,532.04
PEKERJAAN SELASAR PENGHUBUNG CONNECT 4 LANTAI

1 Galian Tanah Pondasi Sumuran Beton Cyclope Ø 90cm ~3.00M' 22.911 M3 200,000.00 4,582,285.71
2 Galian Tanah Pondasi Poer 0.864 M3 69,575.00 60,112.80
3 Urugan Kembali 9.51 M3 51,150.00 486,445.27
4 Urugan Pasir bawah Pondasi Poer T.7cm 0.151 M3 336,270.00 50,844.02
5 Lantai Kerja bawah Pondasi Poer 1 : 3 : 5 T.5cm 0.108 M3 986,217.89 106,511.53
6 Pekerjaan Beton Pondasi Sumuran Ø 90 cm 13.747 M3 3,255,142.63 44,747,980.69
7 Pekerjaan Beton Cyclope Pondasi Sumuran Ø 90 cm (Beton K-250 9.165 M3 1,478,668.84 13,551,366.20
8 Pekerjaan Pengeboran Pondasi Bored Pile Ø 90 cm 36 M1 100,000.00 3,600,000.00
9 Pondasi Poer Uk. 0,60x0,60x0,40 (Tul, Tul. 165 kg/m3) 0.864 M3 4,542,454.30 3,924,680.51
10 Pas. Sloof Beton 20/40 (Tul, 154,310 KG/M3) 1.78 M3 4,916,065.63 8,750,596.82
11 Kolom Struktur 30/30 (Tul, 156,383 KG/M3) 2.592 M3 9,135,815.96 23,680,034.97
12 Pas. Balok Beton 25/40 (Tul, 154,310 KG/M3) 1.78 M3 6,030,609.83 10,734,485.49
13 Pelat Lantai Beton t, 12 CM (Tul.Wire Mesh M.7(2Lapis) 3.312 M3 4,986,555.17 16,515,470.72
14 Pas. Balok Listplank 15/100 (Tul, 68,00 KG/M3) 3.18 M3 4,500,000.00 14,310,000.00
16 Pas. Rangka Plafond + Penutup Calci Board 27.6 M2 139,349.32 3,846,041.23
18 Pengecatan Plafond 27.6 M2 24,919.40 687,775.44
19 Stek Besi dia 16 & dia 13 62.88 KG 14,597.00 917,859.36
20 Pas. Rangka Atap Kayu + Seng Connect Selasar Existing 27.6 M2 150,000.00 4,140,000.00
Jumlah 157,339,734.94
PEKERJAAN RAM SELASAR PENGHUBUNG

1 Galian Tanah Pondasi Bt. Kali Kirmir 37.26 M3 69,575.00 2,592,364.50
2 Urugan Tanah Kembali 14.904 M3 51,150.00 762,339.60
3 Urugan Tanah Peninggian Lantai (Tanah setempat dipadatkan) 117.038 M3 51,150.00 5,986,483.47
4 Urugan Pasir Bawah Pondasi t, 5 CM 1.863 M3 336,270.00 626,471.01
5 Pas. Pondasi Batu Kali 1 : 5 (Kirmir) 97.663 M3 876,293.00 85,581,052.74
6 Pas. Sloof Beton 15/20 (Tul, 192 KG/M3) 1.242 M3 5,858,959.96 7,276,828.27
7 Pas. Kolom Beton 20/20 (Tul, 151 KG/M3) 2.24 M3 8,370,549.63 18,750,031.17
8 Pas. Balok Beton 15/25 (Tul, 161 KG/M3) 2.34 M3 7,872,567.02 18,421,806.82
9 Pas. Balok Beton County Lever 15/30 (Tul, 140 KG/M3) 0.63 M3 7,397,898.68 4,660,676.17
10 Pas. Plat Dak Beton t, 10 CM (Tul, 110 KG/M3) 9.06 M3 6,007,452.63 54,427,520.81
11 Urugan Pasir Bawah Lantai t, 10 CM 7.503 M3 336,270.00 2,523,033.81
12 Pas. Lantai Granite Tile 60 x 60 Un Polish 75.03 M2 371,719.12 27,890,085.75
14 Pas. Railling Besi Hollow 4/4 + 2/4 Finishing Cat Duco 49.28 M1 1,000,000.00 49,280,000.00
15 Pengecatan Dinding 135.4 M2 40,601.00 5,497,375.40
Jumlah 289,150,131.02
PEKERJAAN SALURAN
1 Galian Tanah 84.38 M2 69,575.00 5,870,738.50
2 Saluran U DITCH uk. 400 x 600 49.8 M' 965,470.00 48,080,406.00
3 Buis Beton dia 60 cm 66.95 M' 1,612,278.80 107,942,065.66
Jumlah 161,893,210.16
PEKERJAAN JALAN DAN PARKIR
1 Lapisan Base Course A t = 20 cm CBR Min 80 % 98.803 M3 558,132.80 55,145,027.65
2 Urugan Sirtu t = 5 cm 24.701 M2 368,061.60 9,091,369.84
3 Pemasangan Lapis Aspal Resap Perekat ( Prime Coat ) 494.014 M2 12,757.69 6,302,471.09
4 Penghamparan Lapis Permukaan Aspal Beton / Hotmix Tebal 5 494.014 M2 178,694.56 88,277,525.02
5 Pemasangan Kansteen uk. 600x150x300 sek. Cisangkan 146 M' 134,021.20 19,567,094.47
6 Test CBR Lapangan Minium 40 % 2 Ttk 1,500,000.00 3,000,000.00
Jumlah 187,383,488.06
REKAPITULASI BILL OF QUANTITY
PEKERJAAN PEMBANGUNAN GEDUNG PERAWATAN
RUMAH SAKIT DAERAH JAMPANG KULON
JALAN CIBARUSAH No.01//(0266) 490009 / (0266) 490987 KABUPATEN SUKABUMI
TAHUN ANGGARAN 2018
No Uraian Pekerjaan Jumlah Harga
A. PEKERJAAN PERSIAPAN 48,939,659.60
B. PEKERJAAN STRUKTUR
I PEKERJAAN TANAH 151,420,916.67
II PEKERJAAN PONDASI SUMURAN BETON CYCLOPE ; BORED PILE & BATU KALI 632,860,871.19
III PEKERJAAN STRUKTUR LANTAI DASAR LVL.+0.00 646,369,794.98
IV PEKERJAAN STRUKTUR LANTAI 2 LVL.+4.20 1,170,848,097.72
V PEKERJAAN STRUKTUR LANTAI 3 LVL.+8.40 1,143,382,382.52
VI PEKERJAAN STRUKTUR LANTAI 4 LVL.+12.60 1,060,811,357.49
VII PEKERJAAN STRUKTUR PELAT ATAP LVL.+16.80 691,511,335.93
VIII PEKERJAAN STRUKTUR KUDA KUDA BAJA 693,941,786.21
C. PEKERJAAN ARSITEKTUR
I PEKERJAAN DINDING BATA 3,580,418,552.10
II PEKERJAAN PLAFOND + RANGKA 450,474,913.05
III PEKERJAAN LANTAI 3,637,499,413.41
IV PEKERJAAN KUSEN, PINTU, JENDELA & BV 2,405,218,906.24
V PEKERJAAN PENGECATAN 465,659,437.31
VI PEKERJAAN SANITASI 544,492,462.00
VII PEKERJAAN HANDRAIL 175,856,000.00
VIII PEKERJAAN COUNTER PANJANG 4,25 M 35,700,000.00
D. PEKERJAAN ELEKTRIKAL DAN MEKANIKAL

PEKERJAAN STANDAR
I PEKERJAAN PLUMBING
1.1. PEKERJAAN AIR BERSIH 1,052,894,350.53
1.2. PEKERJAAN AIR KOTOR, AIR BEKAS & VENT 370,668,520.42
1.3. PEKERJAAN AIR HUJAN 66,548,820.00
II PEKERJAAN ELEKTRIKAL ARUS KUAT
2.1. PEKERJAAN PANEL DAN KABEL FEEDER 413,697,000.00
2.2. PEKERJAAN LAMPU PENERANGAN, STOP KONTAK DAN INSTALASI 557,392,000.00
PEKERJAAN NON STANDAR

III PEKERJAAN MEKANIKAL
3.1. PEKERJAAN HYDRANT DAN SPRINKLER 539,433,000.00
PEKERJAAN RUANG POMPA DAN GWT 932,981,600.00
3.2. PEKERJAAN AIR CONDITIONING 1,595,464,256.00
3.3. PEKERJAAN VENTILASI UDARA DAN DUCTING 167,868,000.00
3.4. PEKERJAAN TRANSPORTASI DALAM GEDUNG 1,335,000,000.00
3.5. PEKERJAAN INSTALASI GAS MEDIS 742,546,180.00
IV PEKERJAAN ELEKTRIKAL ARUS KUAT
4.1. PEKERJAAN PENANGKAL PETIR ( Electro Statis ) 102,746,100.00
4.2. PEKERJAAN RAK KABEL 287,539,200.00
V PEKERJAAN ELEKTRONIC
5.1. PEKERJAAN TATA SUARA 161,743,040.00
5.2. PEKERJAAN FIRE ALARM 188,984,200.00
5.3. PEKERJAAN DATA LAN, ACCESS POINT & CCTV 143,644,000.00
5.4. PEKERJAAN TELEPON 50,279,000.00
5.5. PEKERJAAN SISTEM NURSE CALL 293,284,000.00
VI PEKERJAAN ELEKTRIKAL GARDU PELANGGAN 814,835,060.00
VII PEKERJAAN BANGUNAN POWER HOUSE 457,236,403.38
E. PEKERJAAN INFRA STRUKTUR

I PEKERJAAN SELASAR PENGHUBUNG 600,336,532.04
II PEKERJAAN SELASAR PENGHUBUNG CONNECT 4 LANTAI 157,339,734.94
III PEKERJAAN RAM SELASAR PENGHUBUNG 289,150,131.02
IV PEKERJAAN SALURAN 161,893,210.16
V PEKERJAAN JALAN DAN PARKIR 187,383,488.06
JUMLAH 29,206,293,712.95
PPN 10 % 2,920,629,371.29
JUMLAH + PPN 10 % 32,126,923,084.24
DIBULATKAN 32,126,923,000.00

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RENCANA ANGGARAN BIAYA (RAB)

REKAPITULASI BILL OF QUANTITY

NO Uraian Pekerjaan Volume Satuan Harga Satuan Jumlah Harga

VIII PEKERJAAN STRUKTUR PELAT ATAP LVL.+16.80

PEKERJAAN PLAFOND + RANGKA LANTAI II

PEKERJAAN PLAFOND + RANGKA LANTAI III

PEKERJAAN PLAFOND + RANGKA LANTAI IV

PEKERJAAN PLAFOND + RANGKA LANTAI DAK

PEKERJAAN LANTAI LANTAI I

PEKERJAAN LANTAI LANTAI II

PEKERJAAN LANTAI LANTAI III

PEKERJAAN LANTAI LANTAI IV

PEKERJAAN LANTAI LANTAI DAK

TYPE P2 (11 BH)

TYPE P4 (17 BH)

TYPE PS (10 BH)

TYPE PS1 (2 BH)

Type Curtain Wall J4 ( 2 Unit )

Type Curtain Wall J5 ( 1 Unit )

Type BV1 ( 6 Unit )

Type BV2 ( 12 Unit )

PEKERJAAN KUSEN, PINTU, JENDELA & BV LANTAI II

TYPE P2 (12 BH)

TYPE P4 (17 BH)

TYPE PS (10 BH)

TYPE PS1 (2 BH)

Type BV1 ( 9 Unit )

Type BV2 ( 12 Unit )

PEKERJAAN KUSEN, PINTU, JENDELA & BV LANTAI III

TYPE P2 (12 BH)

TYPE P4 (17 BH)

TYPE PS (10 BH)

TYPE PS1 (2 BH)

Type BV1 ( 9 Unit )

Type BV2 ( 12 Unit )

PEKERJAAN KUSEN, PINTU, JENDELA & BV LANTAI IV

TYPE P4 (17 BH)

TYPE PS (10 BH)

TYPE PS1 (2 BH)

Type BV1 ( 9 Unit )

Type BV2 ( 12 Unit )

PEKERJAAN KUSEN, PINTU, JENDELA & BV LANTAI DAK

Type BV1 ( 3 Unit )

PEKERJAAN PENGECATAN LANTAI II

PEKERJAAN PENGECATAN LANTAI III

PEKERJAAN PENGECATAN LANTAI IV

PEKERJAAN PENGECATAN LANTAI DAK

PEKERJAAN SANITASI LANTAI 2

PEKERJAAN SANITASI LANTAI 3

PEKERJAAN SANITASI LANTAI 4

VII PEKERJAAN HANDRAIL BR - 500 PAWLING USA 151.6 M1 820,000.00 124,312,000.00

Assesoris (Bracket, Endcapp. Inside & Outside) 151.6 M1 275,000.00 41,690,000.00

Upah Pemasangan 151.6 M1 65,000.00 9,854,000.00

VIII PEKERJAAN COUNTER PANJANG 0,60x4,25 M

D. PEKERJAAN ELEKTRIKAL DAN MEKANIKAL

5. LANTAI DAK ATAP

1.2. PEKERJAAN AIR KOTOR, AIR BEKAS & VENT

1.3. PEKERJAAN AIR HUJAN