Jumlah Panjang Lebar Tinggi Keliling Luas Volume VOL.

CEK
NO. Uraian Pekerjaan VOL.MC SAT.
bh m m m m m m2 m3 KONTRAK

A. PEKERJAAN PENYIAPAN LAHAN

1 Mobilisasi dan demobilisasi 1 ls 1.000

2 Pembuatan kantor sementara dengan lantai plesteran 12.96 m2 12.960

3 Pembersihan lahan 5867.423 m2 6,500.000

A 75.48 68.6 5177.93
B 21.34 32.31 689.495

4 Pembongkaran bangunan exsisting dan pembuangan puing 103.9108 m2 104.000

GAZEBO 4.13 3.98 16.4374
TANAMAN OBAT 4.13 10.45 43.1585
PARKIR 4.13 10.73 44.3149

5 Membongkar pagar BRC exsisting 68.72 68.72 m1 70.000

6 Pengukuran topografi lahan 156.64 201.52 31566.1 31566.09 m2 #########

7 Mengurug tanah dari luar dan pemadatan ( peninggian lahan ) 0 m3 2,361.000

DATA UKUR
 STRUKTUR LANTAI 1
Jumlah Panjang Lebar Tinggi Keliling Luas Volume VOL. CEK
NO. Uraian Pekerjaan VOL. MC SAT.
bh m m m m m m2 m3 KONTRAK

A. PEKERJAAN LANTAI 1
PEKERJAAN PONDASI DAN STRUKTUR
1 Mengukur dan memasang bouwplank 1 131.8 131.8 m1 140.000

2 Pengadaan tiang pacang pengiriman tiang pancang 250 x 250 mm ( K-500 ) 2712 m1 2,376.000
4 18 72
22 24 528
24 24 576
24 24 576
24 24 576
8 24 192
8 24 192
Total 114 titik
3 Biaya handling tiang pancang 2712 m1 2,376.000

4 Pekerjaan pemancangan tiang pancang 2297.22 m1 2,376.000

5 Tes tiang pancang ( PDA ) 2 titik 2.000

6 Penyambungan tiang pancang 338 bh 132.000

7 Pemotongan tiang pancang 114 titik 66.000

8 Menggali tanah pondasi pile cap 92.88 m3 37.800

Pile Cap Type 1 56 1.2 1.8 0.75 90.72
Pile Cap Type 2 2 1.2 1.2 0.75 2.16

9 Mengurug pasir urug bawah lantai kerja pondasi pilecap dan sloof tebal 10 cm 23.8075 m3 22.900
Pile Cap Type 1 56 0.8 1.4 0.1 6.272
Pile Cap Type 2 2 0.8 0.8 0.1 0.128
Sloof S1 1 374.5 0.35 0.1 13.1075
Sloof S2 1 107.5 0.3 0.1 3.225
Sloof S3 1 43 0.25 0.1 1.075

10 Membuat lantai kerja beton bawah pondasi pilecap dan sloof tebal 5 cm mutu beton K-100 11.90375 m3 11.450
Pile Cap Type 1 56 0.8 1.4 0.05 3.136
Pile Cap Type 2 2 0.8 0.8 0.05 0.064
Sloof S1 1 374.5 0.35 0.05 6.55375
Sloof S2 1 107.5 0.3 0.05 1.6125
Sloof S3 1 43 0.25 0.05 0.5375

11 Membuat pondasi beton pilecap PC1 ( 130 x 70 x 60 ) 56

cm, mutu 0.7
beton K - 300
1.3 0.6 30.576 30.576 m3 30.570
12 Membuat pondasi beton pilecap PC2 ( 70 x 70 x 60 ) cm,
2 mutu beton
0.7 K - 300 0.7 0.6 0.588 0.588 m3 0.580
13 Mengurug tanah padat peninggian lantai tebal urugan 60 cm 298.9735 320.400
Mako 1 44.85 12.35 0.6 332.339
Teras Belakang 1 5.85 3 0.3 5.265
Teras Depan 1 1 8.85 2 0.6 10.62
Teras Depan 2 1 8.85 5 0.2 8.85
Pengurangan Sloof S1 1 374.5 0.25 0.5 -46.8125
Sloof S2 1 107.5 0.2 0.45 -9.675
Sloof S3 1 43 0.15 0.25 -1.6125

14 Membuat sloof beton bertulang S1 (25 x 50) cm, mutu1beton K374.5

- 300 0.25 0.5 46.8125 46.8125 m3 41.750
15 Membuat sloof beton bertulang S1a (25 x 50) cm, mutu1 beton K 20
- 300 0.25 0.5 2.5 2.5 m3 4.810
16 Membuat sloof beton bertulang S2 (20 x 45) cm, mutu1beton K107.5
- 300 0.2 0.45 9.675 9.675 m3 9.180
17 Membuat sloof beton bertulang S3 (15 x 25) cm, mutu1beton K-300
43 0.15 0.25 1.6125 1.6125 m3 0.600
18 Membuat kolom struktur beton bertulang K1 (35 x 35)58cm mutu0.35
beton K - 0.35
300 4.8 34.104 34.104 m3 34.100
19 Membuat kolom struktur beton bertulang K2 (15 x 25)2cm mutu0.15beton K - 0.25
300 4 0.3 0.3 m3 0.160
20 Membuat kolom praktis ( 12 X 12 ) cm 87 0.15 0.15 4 7.83 7.83 m3 4.970
21 Membuat balok latei beton ( 12 x 15 ) cm 0.6912 m3 0.940
Pintu Single 28 1.2 0.12 0.15 0.6048
Pintu Doble 2 2.4 0.12 0.15 0.0864

22 Membuat balok dan topi beton teras lobby Tb 1 5.7868 m3 5.010

Plat 1 25.16 0.5 0.2 2.516
Balok 1 25.16 0.65 0.2 3.2708

23 Membuat balok dan topi beton teras Tb 2 6.95232 m3 7.230

Plat 20 4.1 0.43 0.12 4.2312
Balok 20 4.1 0.15 0.2 2.46
Plat 2 1.6 0.43 0.12 0.16512
Balok 2 1.6 0.15 0.2 0.096
24 Membuat tangga utama beton bertulang mutu beton K - 300 (BELUM ADA GAMBAR) 5.480

25 Membuat balok bordes tangga utama beton bertulang ( 25 x 50 ) cm Level. +2,27 beton K - 300 ( type B1a ) (BELUM ADA GAMBAR) 0.680
26 Membuat tangga samping beton bertulang mutu beton K - 300 (BELUM ADA GAMBAR) 21.690
27 Membuat balok bordes tangga samping beton bertulang ( 15 x 25 ) cm Level. +2,20 beton K - 300 ( type B4a ) (BELUM ADA GAMBAR) 0.160
28 Mengurug pasir bawah lantai tebal 10 cm 51.18225 m3 61.000
Mako 1 44.85 12.35 0.1 55.3898
Teras Belakang 1 5.85 3 0.1 1.755
Teras Depan 1 1 8.85 2 0.1 1.77
Teras Depan 2 1 8.85 5 0.1 4.425
Sloof S1 1 374.5 0.25 0.1 -9.3625
Sloof S2 1 107.5 0.2 0.1 -2.15
Sloof S3 1 43 0.15 0.1 -0.645

29 Membuat lantai kerja beton bawah lantai tebal 5 cm mutu beton K - 100 25.591125 m3 30.500
Mako 1 44.85 12.35 0.05 27.6949
Teras Belakang 1 5.85 3 0.05 0.8775
Teras Depan 1 1 8.85 2 0.05 0.885
Teras Depan 2 1 8.85 5 0.05 2.2125
Sloof S1 1 374.5 0.25 0.05 -4.68125
Sloof S2 1 107.5 0.2 0.05 -1.075
Sloof S3 1 43 0.15 0.05 -0.3225

30 Membuat lantai beton mutu K - 250 tebal 12 cm tulangan ø10 2 lapis 76.0077 m3 73.200
Mako 1 44.85 12.35 0.12 66.4677
Teras Belakang 1 5.85 3 0.12 2.106
Teras Depan 1 1 8.85 2 0.12 2.124
Teras Depan 2 1 8.85 5 0.12 5.31

31 Membuat meja beton wastafel tebal 10 cm 0.306 m3 0.320

2 1.35 0.6 0.1 0.162
2 1.2 0.6 0.1 0.144
 PEKERJAAN PASANGAN LANTAI 1
Jumlah Panjang Lebar Tinggi Keliling Luas Volume VOL. CEK
NO. Uraian Pekerjaan VOL. MC SAT.
bh m m m m m m2 m3 KONTRAK

PEKERJAAN PASANGAN
Memasang dinding bata merah 1/2 bata 1PC : 3 PP 893.992 m2 824.5
VERTIKAL AS 1 B-C 1 4.68 3.7 17.316
AS 1 D-E 1 4.68 3.7 17.316
AS 1-2 B-C 2 1.15 3.7 8.51
AS 1-2 B-C 1 2.95 3.7 10.915
AS 1-2 B-C 1 1.85 3.7 6.845
AS 2 B-C 1 4.68 3.7 17.316
AS 2 D-E 1 4.68 3.7 17.316
AS 2-3 B-C 1 4.68 3.7 17.316
AS 3 D-E 1 4.68 3.7 17.316
AS 3-4 B-C 1 4.68 3.7 17.316
AS 4 D-E 1 4.68 3.7 17.316
AS 4-5 B-C 1 4.68 3.7 17.316
AS 6 B-C 1 4.68 3.7 17.316
AS 6 D-E 1 4.68 3.7 17.316

AS 7 D-E 1 4.68 3.7 17.316

AS 7 B-C 1 4.68 3.7 17.316
AS 8-9 B-C 1 4.68 3.7 17.316
AS 9 D-E 1 4.68 3.7 17.316
AS 9-10 B-C 1 4.68 3.7 17.316
AS 10 D-E 1 4.68 3.7 17.316
AS 10-11 B-C 1 4.68 3.7 17.316
AS 11 D-E 1 4.68 3.7 17.316
AS 11 B-C 1 4.68 3.7 17.316
AS 11-12 B-C 1 1.85 3.7 6.845
AS 11-12 B-C 1 2.95 3.7 10.915
AS 11-12 B-C 2 1.15 3.7 8.51
AS 12 D-E 1 4.68 3.7 17.316
AS 12 B-C 1 4.68 3.7 17.316

HORIZONTAL B AS 1-2 1 4.15 3.7 15.355

B AS 2-3 1 4.15 3.7 15.355
B AS 3-4 1 4.15 3.7 15.355
B AS 4-5 1 4.15 3.7 15.355
B AS 5-6 1 1.15 3.7 4.255
B AS 6-7 1 5.15 3.7 19.055
B AS 7-8 1 1.15 3.7 4.255
B AS 8-9 1 4.15 3.7 15.355
B AS 9-10 1 4.15 3.7 15.355
B AS 10-11 1 4.15 3.7 15.355
B AS 11-12 1 4.15 3.7 15.355
B-C AS 1-2 1 4.35 3.7 16.095
B-C AS 1-2 2 1.85 3.7 13.69
B-C AS 1-2 1 1 3.7 3.7
B-C AS 11-12 1 4.35 3.7 16.095
B-C AS 11-12 2 1.85 3.7 13.69
B-C AS 11-12 1 1 3.7 3.7
C AS 1-2 1 4.15 3.7 15.355
C AS 2-3 1 2.15 3.7 7.955
C AS 3-4 1 4.15 3.7 15.355
C AS 4-5 1 4.15 3.7 15.355
C AS 5-6 1 1.15 3.7 4.255
C AS 6-7 0 0 0 0
C AS 7-8 1 1.15 3.7 4.255
C AS 8-9 1 4.15 3.7 15.355
C AS 9-10 1 4.15 3.7 15.355
 C AS 10-11 1 2.15 3.7 7.955
C AS 11-12 1 4.15 3.7 15.355
D AS 1-2 1 4.15 3.7 15.355
D AS 2-3 1 4.15 3.7 15.355
D AS 3-4 1 4.15 3.7 15.355
D AS 4-5 1 4.15 3.7 15.355
D AS 5-6 1 1.15 3.7 4.255
D AS 6-7 0 0 0 0
D AS 7-8 1 1.15 3.7 4.255
D AS 8-9 1 4.15 3.7 15.355
D AS 9-10 1 4.15 3.7 15.355
D AS 10-11 1 4.15 3.7 15.355
D AS 11-12 1 4.15 3.7 15.355
E AS 1-2 1 4.15 3.7 15.355
E AS 2-3 1 4.15 3.7 15.355
E AS 3-4 1 4.15 3.7 15.355
E AS 4-5 1 4.15 3.7 15.355
E AS 5-6 1 1.15 3.7 4.255
E AS 6-7 1 5.15 3.7 19.055
E AS 7-8 1 1.15 3.7 4.255
E AS 8-9 1 4.15 3.7 15.355
E AS 9-10 1 4.15 3.7 15.355
E AS 10-11 1 4.15 3.7 15.355
E AS 11-12 1 4.15 3.7 15.355
SHAFT 4 2.25 3.7 33.3

PENGURANGAN
Pintu PJ1 1 3.88 2.7 -10.476
Pintu PU 1 1.82 2.2 -4.004
Pintu P1 14 1 2.7 -37.8
Pintu P2 2 1 2.7 -5.4
Pintu P3 4 0.86 2.7 -9.288
Pintu P4 8 0.78 2.2 -13.728
Jendela J1 30 1.8 1.9 -102.6
BV 12 0.8 0.54 -5.184

Memasang plesteran 1 PC : 3 PP tebal 15 mm 1571.24 m2 1779.68

2 1787.98
PENGURANGAN
Pas. Keramik Dinding 2 28.87 3 -173.22
Pas. Keramik Dinding 2 11.09 3 -66.54

Pengurangan Pintu P3 4 0.86 2.7 9.288

Pengurangan Pintu P4 8 0.78 2.2 13.728

Pekerjaan acian dinding dan beton 3148.2135 m2 1779.68

Dinding 1571.24
Kolom K1 232 0.35 4 1299.2
Kolom K2 8 0.15 4 19.2
Tangga Utama Plat bawah 2 4.1 1.62 13.284
Plat atas 1 3.7 2.1 7.77
Bordes 1 1.2 5.37 6.444
Tangga Samping Plat bawah 2 4.1 1.05 8.61
Plat atas 2 3.7 1.05 7.77
Bordes 2 1.2 2.1 5.04
Listpank Balok B3 1 101.12 0.6 60.672
Listpank Balok BL 1 16.41 1.95 31.9995
Listpank Balok B1 4 21.79 0.75 65.37
Plat Leuvel TB 1 20 4.1 0.43 35.26
TB2 1 25.16 0.65 16.354

Membuat profilan sudut tali air topi beton 110.32 m1 110.45

Topi Beton 1 1 25.12 25.12
 Topi Beton 2 20 4.1 82
Topi Beton 2 2 1.6 3.2

Membuat profilan sudut kolom beton sisi luar 209.76 m1 172.8

Kolom Depan 32 6 192
Kolom Belakang 8 2.22 17.76

Memasang railing tangga stainless dengan tebal 2 mm tinggi 90 cm tangga utama 36.92 m1 38.6
Tangga Utama 2 6.22 12.44
2 4.01 8.02
Tangga Samping 2 4.22 8.44
2 4.01 8.02
Membuat profil dan penebalan dengan bata kolom teras finishing plaster aci 33.432 m1 92
Kolom Depan 32 0.7 1.2 26.88
Kolom Belkang 8 0.7 1.17 6.552

Memasang batu alam campuran 1 PC : 2 PP 164.393 m2 36.4

Depan 2 4.13 1.85 15.281
2 18.5 0.8 29.6
2 0.8 4.4 7.04
Belakang 2 18.5 0.8 29.6
2 0.8 4.4 7.04
2 4 1.9 15.2
Samping 4 0.8 4.4 14.08
4 4.1 0.8 13.12
Kolom 1 33.432
 PEMASANGAN GRANIT LANTAI 1
Jumlah Panjang Lebar Tinggi Keliling Luas Volume
NO. Uraian Pekerjaan VOL. MC
bh m m m m m m2 m3

Memasang lantai keramik 60 x 60 cm Polish ( ruangan ) 468.25

R. Dansatma 1 19.1 21.02
R. Pas DPS 1 19.1 21.02
R. OPS 1 17.3 17.46
R. Satma 1 17.3 17.46
R. Kasat Pers 1 19.1 21.02
R. Staf Pers 1 19.1 21.02
R. Staf Intel 1 19.1 21.02
R. Pas Intel 1 19.1 21.02
R. Pasminlog 1 19.1 21.02
R. Staf Minlog 1 22.01 28.29
R. Staf Kasatbek 1 22.01 28.29
R. Kasatbek 1 19.1 21.02
R. Paspotmar 1 19.1 21.02
R. Staf Potmar 1 19.1 21.02
Selasar dan loby 1 106.13 106.75
Bawah tangga 1 5.8 5.35 22.3 31.03
Teras Depan 1 3 5.35 16.7 16.05
Teras samping 2 2.65 2.4 10.1 12.72

Memasang lantai keramik 60 x 60 cm Unpolish ( drop off, teras belakang ) 78.27

Drop Off 1 52.64
Teras belakang 1 25.63

Memasang plin dinding keramik 10 x 60 cm Polish 397.7

Total 424.85
Pintu 20 0.9 -18
Tangga Utama 1 5.15 -5.15
Tangga Samping 2 2 -4

Memasang plin dinding keramik 10 x 60 cm Unpolish ( teras ) 11

Memasang lantai keramik 60 x 60 KM/WC Unpolish 39.38
Toilet Umum 2 39.38

Memasang dinding keramik 30 x 60 KM/WC Polish 184.128

Toilet Umum 2 38.36 2.4 184.128

Memasang lantai keramik 60 x 60 cm Polish ( tangga ) 63.7328

Tangga Samping 2 14.64 29.28
Tangga Utama 1 34.4528 34.4528

Memasang stepnosing tangga dan teras 10 x 60 cm 144.02

Tangga Samping 22 1.05 23.1
Tangga Utama 24 1.63 39.12
Tangga Utama 11 1.7 18.7
Teras Depan 3 7.8 23.4
Bawah Tangga 3 5.5 16.5
Teras Samping 8 2.9 23.2

Memasang keramik meja wastafel 60 x 60 cm Polish 4 1.2 0.6 2.88 2.88

 PINTU DAN JENDELA LANTAI 1
Jumlah Panjang Lebar Tinggi Keliling Luas Volume VOL. CEK
NO. Uraian Pekerjaan VOL. MC SAT.
bh m m m m m m2 m3 KONTRAK

1 Memasang kusen pintu almunium 4" type PJ1 lengka 1 1 unit 1

2 Memasang kusen pintu almunium 4" type PU lengkap 1 1 unit 1
3 Memasang kusen pintu almunium 4" type P1 lengkap 14 14 unit 14
4 Memasang kusen pintu almunium 4" type P2 lengkap 2 2 unit 2
5 Memasang kusen pintu almunium 4" type P3 lengkap 4 4 unit 4
6 Memasang kusen pintu almunium 4" type P4 KM/WC lengkap 8 8 unit 8
7 Memasang kusen jendela almunium 4" type J1 lengkap 30 30 unit 30
8 Memasang bouven almunium 4" type BV lengkap 12 12 unit 12
 PLAFON LNTAI 1
Jumlah Panjang Lebar Tinggi Keliling Luas Volume VOL. CEK
NO. Uraian Pekerjaan VOL. MC SAT.
bh m m m m m m2 m3 KONTRAK

Memasang plafon rangka metal furing + penutup gypsum tebal 9 mm 493.0616 m2 484
Toilet 2 38.82
R. Dansatma 1 21.02
R. Pas DPS 1 21.02
R. OPS 1 17.46
R. Satma 1 17.46
R. Kasat Pers 1 21.02
R. Staf Pers 1 21.02
R. Staf Intel 1 21.02
R. Pas Intel 1 21.02
R. Pasminlog 1 21.02
R. Staf Minlog 1 28.29
R. Staf Kasatbek 1 28.29
R. Kasatbek 1 21.02
R. Paspotmar 1 21.02
R. Staf Potmar 1 21.02
Loby LT 1 1 37.3
Selasar 2 71.76
Parapet Luar 1 101.12 0.43 43.4816

Memasang list plafond gypsum 10 cm 359 m2 357

Toilet 0 0
R. Dansatma 1 18.8
R. Pas DPS 1 18.8
R. OPS 1 17.36
R. Satma 1 17.36
R. Kasat Pers 1 18.8
R. Staf Pers 1 18.8
R. Staf Intel 1 18.8
R. Pas Intel 1 18.8
R. Pasminlog 1 18.8
R. Staf Minlog 1 21.81
R. Staf Kasatbek 1 21.81
R. Kasatbek 1 18.8
R. Paspotmar 1 18.8
R. Staf Potmar 1 18.8
Loby LT 1 1
Selasar 2 92.66
Parapet Luar 0 101.12 0

Memasang ciiling plafond gypsum up 20 cm 14.5 m1 14.6

Memasang plafon rangka metal furing + penutup plafon PVC 87.374 m2 92

Teras Depan 1 9.2 7.28 66.976
Teras Belakang 1 6.2 3.29 20.398
Toilet 1

Memasang list plafond PVC 51.94 m1 56

Teras Depan 1 32.96
Teras Belakang 1 18.98
 SANITAIR LANTAI 1
Jumlah Panjang Lebar Tinggi Keliling Luas Volume VOL. CEK
NO. Uraian Pekerjaan VOL. MC SAT.
bh m m m m m m2 m3 KONTRAK

Memasang kloset duduk 8 8 bh 8

Memasang urinoir lengkap 6 6 bh 6
Memasang wastafel + kran air stainless 4 4 bh 4
Memasang kran air panas dan dingin + shower dinding stainless2 2 bh 2
Memasang water heater kapasitas 20 liter 2 2 bh 2
Memasang kran air + shower stainless 8 8 bh 8
Memasang kran air 1/2" stainless 8 8 bh 8
Memasang tempat sabun keramik tanam dalam dinding 8 8 bh 8
Memasang jet washer + kran air 8 8 bh 8
Memasang floor drain Ø 3" stainless 10 10 bh 10
Memasang cermin wastafel ukuran 60 x 90 cm 4 4 bh 4
Memasang gantungan baju stainless 8 8 bh 8
Memasang kitchen sink + kran air leher angsa stainless 2 2 bh 2
 PENGECATAN LANTAI 1
Jumlah Panjang Lebar Tinggi Keliling Luas Volume VOL. CEK
NO. Uraian Pekerjaan VOL. MC SAT.
bh m m m m m m2 m3 KONTRAK

Pengecatan dinding luar dan lisplank beton dengan Dulux/ICI Weathershield 365.114 m2 267.3
AS 1 B-C 1 4.68 3.7 17.316
AS 1 D-E 1 4.68 3.7 17.316
AS 1-2 B-C 1 1.85 3.7 6.845

AS 11-12 B-C 1 1.85 3.7 6.845

AS 12 D-E 1 4.68 3.7 17.316
AS 12 B-C 1 4.68 3.7 17.316

B AS 1-2 1 4.15 3.7 15.355

B AS 2-3 1 4.15 3.7 15.355
B AS 3-4 1 4.15 3.7 15.355
B AS 4-5 1 4.15 3.7 15.355
B AS 5-6 1 1.15 3.7 4.255
B AS 6-7 1 5.15 3.7 19.055
B AS 7-8 1 1.15 3.7 4.255
B AS 8-9 1 4.15 3.7 15.355
B AS 9-10 1 4.15 3.7 15.355
B AS 10-11 1 4.15 3.7 15.355
B AS 11-12 1 4.15 3.7 15.355
E AS 1-2 1 4.15 3.7 15.355
E AS 2-3 1 4.15 3.7 15.355
E AS 3-4 1 4.15 3.7 15.355
E AS 4-5 1 4.15 3.7 15.355
E AS 5-6 1 1.15 3.7 4.255
E AS 6-7 1 5.15 3.7 19.055
E AS 7-8 1 1.15 3.7 4.255
E AS 8-9 1 4.15 3.7 15.355
E AS 9-10 1 4.15 3.7 15.355
E AS 10-11 1 4.15 3.7 15.355
E AS 11-12 1 4.15 3.7 15.355

Listpank Balok B3 1 101.12 0.6 60.672

Listpank Balok BL 1 1 16.41 1.95 31.9995
Listpank Balok B1 1 21.79 0.75 16.3425

PENGURANGAN
PJ 1 -10.476
PU -4.004
P2 -5.4
J1 -102.6
BV -5.184

Pengecatan dinding dalam dengan Dulux/ICI interior 2260.953 m2 1512.38

VERTIKAL AS 1 B-C 1 4.68 3.4 15.912
AS 1 D-E 1 4.68 3.4 15.912
AS 1-2 B-C 2 1.15 3.4 7.82
AS 1-2 B-C 1 2.95 3.4 10.03
AS 1-2 B-C 1 1.85 3.4 6.29
AS 2 B-C 1 4.68 3.4 15.912
AS 2 D-E 1 4.68 3.4 15.912
AS 2-3 B-C 1 4.68 3.4 15.912
AS 3 D-E 1 4.68 3.4 15.912
AS 3-4 B-C 1 4.68 3.4 15.912
AS 4 D-E 1 4.68 3.4 15.912
AS 4-5 B-C 1 4.68 3.4 15.912
AS 6 B-C 1 4.68 3.4 15.912
AS 6 D-E 1 4.68 3.4 15.912
 AS 7 D-E 1 4.68 3.4 15.912
AS 7 B-C 1 4.68 3.4 15.912
AS 8-9 B-C 1 4.68 3.4 15.912
AS 9 D-E 1 4.68 3.4 15.912
AS 9-10 B-C 1 4.68 3.4 15.912
AS 10 D-E 1 4.68 3.4 15.912
AS 10-11 B-C 1 4.68 3.4 15.912
AS 11 D-E 1 4.68 3.4 15.912
AS 11 B-C 1 4.68 3.4 15.912
AS 11-12 B-C 1 1.85 3.4 6.29
AS 11-12 B-C 1 2.95 3.4 10.03
AS 11-12 B-C 2 1.15 3.4 7.82
AS 12 D-E 1 4.68 3.4 15.912
AS 12 B-C 1 4.68 3.4 15.912

HORIZONTAL B AS 1-2 1 4.15 3.4 14.11

B AS 2-3 1 4.15 3.4 14.11
B AS 3-4 1 4.15 3.4 14.11
B AS 4-5 1 4.15 3.4 14.11
B AS 5-6 1 1.15 3.4 3.91
B AS 6-7 1 5.15 3.4 17.51
B AS 7-8 1 1.15 3.4 3.91
B AS 8-9 1 4.15 3.4 14.11
B AS 9-10 1 4.15 3.4 14.11
B AS 10-11 1 4.15 3.4 14.11
B AS 11-12 1 4.15 3.4 14.11
B-C AS 1-2 1 4.35 3.4 14.79
B-C AS 1-2 2 1.85 3.4 12.58
B-C AS 1-2 1 1 3.4 3.4
B-C AS 11-12 1 4.35 3.4 14.79
B-C AS 11-12 2 1.85 3.4 12.58
B-C AS 11-12 1 1 3.4 3.4
C AS 1-2 1 4.15 3.4 14.11
C AS 2-3 1 2.15 3.4 7.31
C AS 3-4 1 4.15 3.4 14.11
C AS 4-5 1 4.15 3.4 14.11
C AS 5-6 1 1.15 3.4 3.91
C AS 6-7 0 0 3.4 0
C AS 7-8 1 1.15 3.4 3.91
C AS 8-9 1 4.15 3.4 14.11
C AS 9-10 1 4.15 3.4 14.11
C AS 10-11 1 2.15 3.4 7.31
C AS 11-12 1 4.15 3.4 14.11
D AS 1-2 1 4.15 3.4 14.11
D AS 2-3 1 4.15 3.4 14.11
D AS 3-4 1 4.15 3.4 14.11
D AS 4-5 1 4.15 3.4 14.11
D AS 5-6 1 1.15 3.4 3.91
D AS 6-7 0 0 3.4 0
D AS 7-8 1 1.15 3.4 3.91
D AS 8-9 1 4.15 3.4 14.11
D AS 9-10 1 4.15 3.4 14.11
D AS 10-11 1 4.15 3.4 14.11
D AS 11-12 1 4.15 3.4 14.11
E AS 1-2 1 4.15 3.4 14.11
E AS 2-3 1 4.15 3.4 14.11
E AS 3-4 1 4.15 3.4 14.11
E AS 4-5 1 4.15 3.4 14.11
E AS 5-6 1 1.15 3.4 3.91
E AS 6-7 1 5.15 3.4 17.51
E AS 7-8 1 1.15 3.4 3.91
E AS 8-9 1 4.15 3.4 14.11
E AS 9-10 1 4.15 3.4 14.11
E AS 10-11 1 4.15 3.4 14.11
E AS 11-12 1 4.15 3.4 14.11
SHAFT 4 2.25 3.4 30.6
PENGURANGAN
Pintu PJ1 1 3.88 2.7 -10.476
Pintu PU 1 1.82 2.2 -4.004
Pintu P1 14 1 2.7 -37.8
Pintu P2 2 1 2.7 -5.4
Pintu P3 4 0.86 2.7 -9.288
Pintu P4 8 0.78 2.2 -13.728
Jendela J1 30 1.8 1.9 -102.6
BV 12 0.8 0.54 -5.184

Kolom K1 232 0.35 4 324.8

Kolom K2 8 0.15 4 4.8
Tangga UtamaPlat bawah 2 4.1 1.62 13.284
Plat atas 1 3.7 2.1 7.77
Bordes 1 1.2 5.37 6.444
Tangga Samping
Plat bawah 2 4.1 1.05 8.61
Plat atas 2 3.7 1.05 7.77
Bordes 2 1.2 2.1 5.04
Listpank Balok B3 1 101.12 0.6 60.672
Listpank Balok BL 1 16.41 1.95 31.9995
Listpank Balok B1 4 21.79 0.75 65.37

TOTAL Pengecatan 2 2685.57

Pengurangan Exterior 365.114
MEBEL DAN WALLPAPER 59.5
Pengecatan Interior 2260.95

Pengecatan plafon dan lis plafon dengan Dulux/ICI interior 493.0616 m2 484
Luas Plafond Gypsum 493.062
 STRUKTUR LANTAI 2
Jumlah Panjang Lebar Tinggi Keliling Luas Volume VOL. CEK
NO. Uraian Pekerjaan VOL. MC SAT.
bh m m m m m m2 m3 KONTRAK

Membuat balok beton bertulang B1 ( 25 x 50 ) cm mutu beton K1- 300 409.1 0.25 0.5 51.1375 51.1375 m3 44.45
Membuat balok beton bertulang B1a ( 25 x 50 ) cm mutu beton 1K - 300 4.81
Membuat balok beton bertulang B2 ( 20 x 45 ) cm mutu beton K1- 300 106.85 0.2 0.45 9.6165 9.6165 m3 9.59
Membuat balok beton bertulang B3 ( 20 x 60 ) cm mutu beton K1- 300 101.2 0.2 0.6 12.144 12.144 m3 12.55
Membuat balok beton bertulang B4 ( 15 x 25 ) cm mutu beton K1- 300 18.4 0.15 0.25 0.69 0.69 m3 0.86
Membuat balok beton bertulang BL (Lisplank beton) mutu beton K - 300 2.87925 m3 2.52
1 17.45 0.2 0.45 1.5705
1 17.45 0.1 0.65 1.13425
1 17.45 0.2 0.05 0.1745
Membuat plat lantai beton bertulang tebal 12 cm mutu beton K - 300 66.4326 m3 75.84
34 2 4.75 0.12 38.76
8 2 4.25 0.12 8.16
8 1.75 4.25 0.12 7.14
4 1.25 4.75 0.12 2.85
2 2.25 4.75 0.12 2.565
2 1.25 1.75 0.12 0.525
4 2.25 1.75 0.12 1.89
2 2.25 2.75 0.12 1.485
2 1.3 1.3 0.12 0.4056
2 1.3 8.5 0.12 2.652

Membuat kolom struktur beton bertulang K1 (35 x 35) cm mutu54beton K -0.35

300 0.35 4.2 27.783 27.783 m3 29.49

Membuat sirip beton mutu K - 250 19.881 m3 20.16

Kolom 47 0.15 0.15 4.2 4.4415
Sayap 47 0.15 2.19 15.4395
Membuat kolom praktis ( 12 x 12 ) cm 94 0.12 0.12 3.8 5.14368 5.14368 3.5
Membuat balok latei beton ( 12 x 15 ) cm 0.5832 m3 0.86
Pintu Single 25 1.2 0.12 0.15 0.54
Pintu Doble 1 2.4 0.12 0.15 0.0432

Membuat balok dan topi beton teras lobby Tb 1 5.7868 5.01

Plat 1 25.16 0.5 0.2 2.516
Balok 1 25.16 0.65 0.2 3.2708
Membuat balok dan topi beton teras Tb 2 7.15632 7.48
Plat 40 2.1 0.43 0.12 4.3344
Balok 40 2.1 0.15 0.2 2.52
Plat 2 1.85 0.43 0.12 0.19092
Balok 2 1.85 0.15 0.2 0.111
 PASANGAN LANTAI 2
Jumlah Panjang Lebar Tinggi Keliling Luas Volume VOL. CEK
NO. Uraian Pekerjaan VOL. MC SAT.
bh m m m m m m2 m3 KONTRAK

Memasang dinding bata merah 1/2 bata 1PC : 3 PP 1080.203 m2 876.3

VERTIKAL AS 1 B-C 1 4.68 3.85 18.018
AS 1 D-E 1 4.68 3.85 18.018
AS 1-2 B-C 0 1.15 3.85 0
AS 1-2 B-C 0 2.95 3.85 0
AS 1 B-C 1 1.85 3.85 7.1225
AS 2 B-C 1 4.68 3.85 18.018
AS 2 D-E 1 4.68 3.85 18.018
AS 2-3 B-C 1 5.47 3.85 21.0595
AS 2-3 D-E 1 5.47 3.85 21.0595
AS 3 D-E 1 2.8 3.85
AS 3-4 B-C 1 5.47 3.85 21.0595
AS 3-4 D-E 1 5.47 3.85 21.0595
AS 3-4 D-E 1 1.78 3.85 6.853
AS 3-4 D-E 1 3.5 3.85 13.475
AS 4 D-E 0 4.68 3.85 0
AS 4-5 B-C 1 5.47 3.85 21.0595
AS 5 B-C 0 4.68 3.85 0
AS 5 D-E 1 4.68 3.85 18.018
AS 5 E-F 1 1.65 3.85 6.3525
AS 5 F-G 1 4.68 3.85 18.018
AS 6 B-C 1 4.68 3.85 18.018
AS 6 B-C 1 0.7 3.85 2.695

AS 7 B-C 1 4.68 3.85 18.018

AS 7 D-E 1 0.7 3.85 2.695
AS 8 D-E 1 4.68 3.85 18.018
AS 8 E-F 1 1.65 3.85 6.3525
AS 8 F-G 1 4.68 3.85 18.018
AS 9-10 D-E 1 5.47 3.85 21.0595
AS 10 B-C 1 4.68 3.85 18.018
AS 10 D-E 1 4.68 3.85 18.018
AS 10-11 B-C 1 5.47 3.85 21.0595
AS 11 D-E 1 4.68 3.85 18.018
AS 11 B-C 1 4.68 3.85 18.018

AS 11-12 B-C 1 2.85 3.85 10.9725

AS 11-12 B-C 2 1.15 3.85 8.855
AS 11-12 D-E 1 5.47 3.85 21.0595
AS 12 D-E 1 4.68 3.85 18.018
AS 12 C-D 1 1.85 3.85 7.1225
AS 12 B-C 1 4.68 3.85 18.018
HORIZONTAL A-B AS 1-2 1 2.1 3.85 8.085
A-B AS 1-2 1 2.1 3.85 8.085
A-B AS 2-3 1 2.1 3.85 8.085
A-B AS 2-3 1 2.1 3.85 8.085
A-B AS 3-4 1 2.1 3.85 8.085
A-B AS 3-4 1 2.1 3.85 8.085
A-B AS 4-5 1 2.1 3.85 8.085
A-B AS 4-5 1 2.1 3.85 8.085
A-B AS 5-6 1 1.35 3.85 5.1975
A-B AS 6-7 2 0.9 3.85 6.93
A-B AS 6-7 1 5.15 3.85 19.8275
A-B AS 7-8 1 1.35 3.85 5.1975
A-B AS 8-9 1 2.1 3.85 8.085
A-B AS 8-9 1 2.1 3.85 8.085
A-B AS 9-10 1 2.1 3.85 8.085
A-B AS 9-10 1 2.1 3.85 8.085
A-B AS 10-11 1 2.1 3.85 8.085
A-B AS 10-11 1 2.1 3.85 8.085
A-B AS 11-12 1 2.1 3.85 8.085
A-B AS 11-12 1 2.1 3.85 8.085
B-C AS 11-12 1 4.95 3.85 19.0575
B-C AS 11-12 2 2.1 3.85 16.17
B-C AS 11-12 1 1 3.85 3.85
C AS 1-2 1 4.15 3.85 15.9775
C AS 2-3 1 2.15 3.85 8.2775
C AS 3-4 1 4.15 3.85 15.9775
C AS 4-5 1 4.15 3.85 15.9775
C AS 5-6 1 1.35 3.85 5.1975
C AS 6-7 0 0 0 0
C AS 7-8 1 1.15 3.85 4.4275
C AS 8-9 1 4.15 3.85 15.9775
C AS 9-10 1 4.15 3.85 15.9775
C AS 10-11 1 2.15 3.85 8.2775
C AS 11-12 1 4.15 3.85 15.9775
D AS 1-2 1 4.15 3.85 15.9775
D AS 2-3 1 4.15 3.85 15.9775
D AS 3-4 1 4.15 3.85 15.9775
D AS 4-5 1 4.15 3.85 15.9775
D AS 5-6 1 1.15 3.85 4.4275
D AS 6-7 0 0 3.85 0
D AS 7-8 1 1.15 3.85 4.4275
D AS 8-9 1 4.15 3.85 15.9775
D AS 9-10 1 4.15 3.85 15.9775
D AS 10-11 1 4.15 3.85 15.9775
D AS 11-12 1 4.15 3.85 15.9775
D-E AS 2-4 1 4.35 3.85 16.7475
D-E AS 6-7 1 5.37 3.85 20.6745
D-E AS 9-10 1 2.9 3.85 11.165
D-E AS 10-11 1 4.35 3.85 16.7475
D-E AS 10-11 1 2.85 0.3 0.855
E-F AS 1-2 1 2.1 3.85 8.085
E-F AS 1-2 1 2.1 3.85 8.085
E-F AS 2-3 1 2.1 3.85 8.085
E-F AS 2-3 1 2.1 3.85 8.085
E-F AS 3-4 1 2.1 3.85 8.085
E-F AS 3-4 1 2.1 3.85 8.085
E-F AS 4-5 1 2.1 3.85 8.085
E-F AS 4-5 1 2.1 3.85 8.085
G AS 5-6 1 1.15 3.85 4.4275
G AS 6-7 1 5.15 3.85 19.8275
G AS 7-8 1 1.15 3.85 4.4275
E-F AS 8-9 1 2.1 3.85 8.085
E-F AS 8-9 1 2.1 3.85 8.085
E-F AS 9-10 1 2.1 3.85 8.085
E-F AS 9-10 1 2.1 3.85 8.085
E-F AS 10-11 1 2.1 3.85 8.085
E-F AS 10-11 1 2.1 3.85 8.085
E-F AS 11-12 1 2.1 3.85 8.085
E-F AS 11-12 1 2.1 3.85 8.085
SHAFT 4 2.25 3.85 34.65
Dinding Skat 29 0.35 3.85 39.0775
Tambahan shaft 2 1.35 3.85 10.395
Tambahan shaft 2 1.05 3.85 8.085
PENGURANGAN
Pintu PJ1 1 3.88 2.7 -10.476
Pintu PU 1.82 2.2 0
Pintu P1 14 1 2.7 -37.8
Pintu P2 0 1 2.7 0
Pintu P3 5 0.86 2.7 -11.61
Pintu P4 6 0.78 2.2 -10.296
Jendela J1 38 1.8 1.9 -129.96
Jendela J2 2 2.4 3.88 -18.624
Jendela J3 1 2.4 3.88 -9.312
BV 4 0.8 0.54 -1.728

Memasang plesteran 1 PC : 3 PP tebal 15 mm 2084.878 m2 1752.6

2 2160.41
PENGURANGAN
Umum Pas. Keramik Dinding 1 28.87 2.4 -69.288
Pas. Keramik Dinding 1 11.09 2.4 -26.616
Komandan Pas. Keramik Dinding 1 14.5 2.4 -34.8
Pas. Keramik Dinding 1 11.96 2.4 -28.704
T. Wudhu Pas. Keramik Dinding 1 7.73 2.4 -18.552

Pengurangan Pintu P3 5 2.4 3.88 46.56

Pengurangan Pintu P4 6 2.4 3.88 55.872
Pekerjaan acian dinding dan beton 3670.544 1752.6
Dinding 2084.88
Kolom K1 216 0.35 3.85 1164.24
Kolom Sirip 94 2.19 205.86
Tangga Utama Plat bawah 2 4.1 1.62 13.284
Plat atas 1 3.7 2.1 7.77
Bordes 1 1.2 5.37 6.444
Tangga Samping Plat bawah 2 4.1 1.05 8.61
Plat atas 2 3.7 1.05 7.77
Bordes 2 1.2 2.1 5.04
Listpank Balok B3 1 101.12 0.6 60.672
Listpank Balok BL 1 16.41 1.95 31.9995
Listpank Balok B1 1 21.79 0.75 16.3425
Plat Leuvel TB 1 1 25.16 0.65 16.354
TB2 40 2.4 0.43 41.28
TB2 2 1.85 0.43 1.591

Membuat profilan sudut tali air topi beton 196.82 m2 132

Topi Beton 1 1 25.12 25.12
Topi Beton 2 80 2.1 168
Topi Beton 2 2 1.85 3.7

Memasang tangga besi lengkap dengan finishing cat anti karat 1 unit 1
 PASANGAN LANTAI L2
Jumlah Panjang Lebar Tinggi Keliling Luas Volume
NO. Uraian Pekerjaan VOL. MC
bh m m m m m m2 m3

Waterprofing 204.768
Toilet 1 33.6
R. Wudhu 1 9.03
R. Pelaksa 1 15.15
R. Komandan 1 10.54
Kanopi Lt 1
Tb 1 17.612
Tb 2 51.12
Teras Belakang
Kanopi Lt 2
Tb 1 15.096
Tb 2 52.62

Memasang lantai keramik 60 x 60 cm Polish ( ruangan ) 524.104

R. Staf Progar 1 21.1 26.39
R. Pasprograr 1 21.59 23.642
R. Taud/Set 1 21.59 23.642
R. SPRI 1 20.69 19.52
R. Rapat 1 29.4 56.1
R. Pantry 1 15.6 11.54
R. Urdal 1 16.8 14.34
R. Gudang 1 9.7 11.55
Musholla 1 15.5 23.8
R. Plaksa 1 26.2 41.54
R. Komandan 1 43.9 50.84
R. Kasatbek 1
R. Komlek 1 35.3 38.11
Longe 94.31
Selasar 1 141.49 88.78

#REF! 50.08
Toilet 1 24.6
R. Wudhu 1 6.63
R. Pelaksa 1 11.21
R. Komandan 1 7.64

Memasang plin dinding keramik 10 x 60 cm Polish 398.91

Total 418.86
Pintu 10 0.9 -9
Pintu Longe 1 1.8 -1.8
Tangga Utama 1 5.15 -5.15
Tangga Samping 2 2 -4

Memasang dinding keramik 30 x 60 KM/WC Polish 246.24

Toilet 1 45 2.4 108
R. Wudhu 1 12 2.4 28.8
R. Pelaksa 1 19.7 3.2 63.04
R. Komandan 1 14.5 3.2 46.4
 KUSEN LANTAI 2
Jumlah Panjang Lebar Tinggi Keliling Luas Volume VOL. CEK
NO. Uraian Pekerjaan VOL. MC SAT.
bh m m m m m m2 m3 KONTRAK

1 Memasang kusen pintu almunium 4" type PJ1 lengkap bh 1 unit 1

2 Memasang kusen pintu almunium 4" type P1 lengkap bh 13 unit 14
3 Memasang kusen pintu almunium 4" type P3 lengkap bh 2 unit 2
4 Memasang kusen pintu almunium 4" type P3a lengkap bh 3 unit 3
5 Memasang kusen pintu almunium 4" type P4 KM/WC lengkap bh 6 unit 6
6 Memasang kusen jendela almunium 4" type J1 lengkap bh 38 unit 38
7 Memasang kusen jendela almunium 4" type J2 lengkap bh 2 unit 3
8 Memasang kusen jendela almunium 4" type J3 lengkap bh 1 unit 1
9 Memasang bouven almunium 4" type BV lengkap bh 4 unit 4
 PLAFOND LANTAI 2
Jumlah Panjang Lebar Tinggi Keliling Luas Volume
Uraian Pekerjaan VOL. MC
bh m m m m m m2 m3

#REF! 454.394
Toilet 24.6
R. Staf Progar 1 26.39
R. Pasprograr 1 23.642
R. Taud/Set 1 23.642
R. SPRI 1 19.52
R. Rapat 1 56.1
R. Pantry 1 11.54
R. Urdal 1 14.34
R. Gudang 1 11.55
Musholla 1 23.8
R. Plaksa 1 41.54
R. Komandan 1 50.84

R. Komlek 1 38.11

Selasar 1 88.78

#REF! 374.36
Toilet 0 0
R. Staf Progar 1 21.1
R. Pasprograr 1 21.59
R. Taud/Set 1 21.59
R. SPRI 1 20.69
R. Rapat 1 16.9
R. Pantry 1 15.6
R. Urdal 1 16.8
R. Gudang 1 9.7
Musholla 1 15.5
R. Plaksa 1 19.2
R. Komandan 1 18.9

R. Komlek 1 35.3

Selasar 1 141.49

Memasang ciiling plafond gypsum up 20 cm 73.2

Memasang plafon rangka metal furing + penutup plafon PVC 215.855

Parapet Belakang 1 48.1 1.65 79.365
Parapet Samping 2 26.8 1.05 56.28
Parapet Depan 1 61.7 1.3 80.21
Toilet 1 24.6

Memasang list plafond PVC 273.2

Teras Keliling 2 136.6
 SANITAIR LANTAI 2
Jumlah Panjang Lebar Tinggi Keliling Luas Volume
Uraian Pekerjaan VOL. MC SAT.
bh m m m m m m2 m3

Memasang kloset duduk 6 6 bh

Memasang urinoir lengkap 3 3 bh
Memasang wastafel + kran air stainless 4 4 bh
Memasang kran air panas dan dingin + shower dinding stainless 2 2 bh
Memasang water heater kapasitas 20 liter 2 2 bh
Memasang kran air + shower dinding stainless 6 6 bh
Memasang kran air 1/2" stainless 10 10 bh
Memasang tempat sabun keramik tanam dalam dinding 6 6 bh
Memasang jet washer + keran air 6 6 bh
Memasang floor drain Ø 3" stainless 8 8 bh
Memasang cermin wastafel ukuran 60 x 90 cm 4 4 bh
Memasang gantungan baju stainless 6 6 bh
Memasang kitchen sink + kran air leher angsa stainless 1 1 bh
 PENGECATAN LANTAI 2
Jumlah Panjang Lebar Tinggi Keliling Luas Volume
Uraian Pekerjaan VOL. MC SAT.
bh m m m m m m2 m3

#REF! 680.169 m2
VERTIKAL AS 1 B-C 1 4.68 3.7 17.316
AS 1 D-E 1 4.68 3.7 17.316
AS 1-2 B-C 1.15 3.7 0
AS 1-2 B-C 2.95 3.7 0
AS 1 B-C 1 1.85 3.7 6.845
AS 2 B-C 4.68 3.7 0
AS 2 D-E 4.68 3.7 0
AS 2-3 B-C 5.47 3.7 0
AS 2-3 D-E 5.47 3.7 0
AS 3 D-E 2.8 3.7 0
AS 3-4 B-C 5.47 3.7 0
AS 3-4 D-E 5.47 3.7 0
AS 3-4 D-E 1.78 3.7 0
AS 3-4 D-E 3.5 3.7 0
AS 4 D-E 4.68 3.7 0
AS 4-5 B-C 5.47 3.7 0
AS 5 B-C 4.68 3.7 0
AS 5 D-E 4.68 3.7 0
AS 5 E-F 1 1.65 3.7 6.105
AS 5 F-G 1 4.68 3.7 17.316
AS 6 B-C 4.68 3.7 0
AS 6 B-C 0.7 3.7 0

AS 7 B-C 4.68 3.7 0

AS 7 D-E 0.7 3.7 0
AS 8 D-E 4.68 3.7 0
AS 8 E-F 1 1.65 3.7 6.105
AS 8 F-G 1 4.68 3.7 17.316
AS 9-10 D-E 5.47 3.7 0
AS 10 B-C 4.68 3.7 0
AS 10 D-E 4.68 3.7 0
AS 10-11 B-C 5.47 3.7 0
AS 11 D-E 4.68 3.7 0
AS 11 B-C 4.68 3.7 0

AS 11-12 B-C 2.85 3.7 0

AS 11-12 B-C 1.15 3.7 0
AS 11-12 D-E 5.47 3.7 0
AS 12 D-E 1 4.68 3.7 17.316
AS 12 C-D 1 1.85 3.7 6.845
AS 12 B-C 1 4.68 3.7 17.316
HORIZONTAL A-B AS 1-2 1 2.1 3.7 7.77
A-B AS 1-2 1 2.1 3.7 7.77
A-B AS 2-3 1 2.1 3.7 7.77
A-B AS 2-3 1 2.1 3.7 7.77
A-B AS 3-4 1 2.1 3.7 7.77
A-B AS 3-4 1 2.1 3.7 7.77
A-B AS 4-5 1 2.1 3.7 7.77
A-B AS 4-5 1 2.1 3.7 7.77
A-B AS 5-6 1 1.35 3.7 4.995
A-B AS 6-7 2 0.9 3.7 6.66
A-B AS 6-7 1 5.15 3.7 19.055
A-B AS 7-8 1 1.35 3.7 4.995
A-B AS 8-9 1 2.1 3.7 7.77
A-B AS 8-9 1 2.1 3.7 7.77
A-B AS 9-10 1 2.1 3.7 7.77
A-B AS 9-10 1 2.1 3.7 7.77
A-B AS 10-11 1 2.1 3.7 7.77
A-B AS 10-11 1 2.1 3.7 7.77
A-B AS 11-12 1 2.1 3.7 7.77
A-B AS 11-12 1 2.1 3.7 7.77
B-C AS 11-12 4.95 3.7 0
B-C AS 11-12 2.1 3.7 0
B-C AS 11-12 1 3.7 0
C AS 1-2 4.15 3.7 0
C AS 2-3 2.15 3.7 0
C AS 3-4 4.15 3.7 0
C AS 4-5 4.15 3.7 0
C AS 5-6 1.35 3.7 0
C AS 6-7 0 0 0
C AS 7-8 1.15 3.7 0
C AS 8-9 4.15 3.7 0
C AS 9-10 4.15 3.7 0
C AS 10-11 2.15 3.7 0
C AS 11-12 4.15 3.7 0
D AS 1-2 4.15 3.7 0
D AS 2-3 4.15 3.7 0
D AS 3-4 4.15 3.7 0
D AS 4-5 4.15 3.7 0
D AS 5-6 1.15 3.7 0
D AS 6-7 0 3.7 0
D AS 7-8 1.15 3.7 0
D AS 8-9 4.15 3.7 0
D AS 9-10 4.15 3.7 0
D AS 10-11 4.15 3.7 0
D AS 11-12 4.15 3.7 0
D-E AS 2-4 4.35 3.7 0
D-E AS 6-7 5.37 3.7 0
D-E AS 9-10 2.9 3.7 0
D-E AS 10-11 4.35 3.7 0
D-E AS 10-11 2.85 0.3 0
E-F AS 1-2 1 2.1 3.7 7.77
E-F AS 1-2 1 2.1 3.7 7.77
E-F AS 2-3 1 2.1 3.7 7.77
E-F AS 2-3 1 2.1 3.7 7.77
E-F AS 3-4 1 2.1 3.7 7.77
E-F AS 3-4 1 2.1 3.7 7.77
E-F AS 4-5 1 2.1 3.7 7.77
E-F AS 4-5 1 2.1 3.7 7.77
G AS 5-6 1 1.15 3.7 4.255
G AS 6-7 1 5.15 3.7 19.055
G AS 7-8 1 1.15 3.7 4.255
E-F AS 8-9 1 2.1 3.7 7.77
E-F AS 8-9 1 2.1 3.7 7.77
E-F AS 9-10 1 2.1 3.7 7.77
E-F AS 9-10 1 2.1 3.7 7.77
E-F AS 10-11 1 2.1 3.7 7.77
E-F AS 10-11 1 2.1 3.7 7.77
E-F AS 11-12 1 2.1 3.7 7.77
E-F AS 11-12 1 2.1 3.7 7.77
 SHAFT 4 2.25 3.7 33.3
Kolom Sirip 205.86
Listpank Balok B3 60.672
Listpank Balok BL 31.9995
Listpank Balok B1 16.3425
Plat Leuvel 59.225
PENGURANGAN
Pintu PJ1 3.88 2.7 0
Pintu PU 1.82 2.2 0
Pintu P1 1 2.7 0
Pintu P2 1 2.7 0
Pintu P3 0.86 2.7 0
Pintu P4 0.78 2.2 0
Jendela J1 38 1.8 1.9 -129.96
Jendela J2 3 2.4 3.88 -27.936
Jendela J3 1 2.4 3.88 -9.312
BV 4 0.8 0.54 -1.728
Pengurangan mebel

#REF! 2 1628.931 m2

Memasang dinding bata merah 1/2 bata 1PC : 3 PP

VERTIKAL AS 1 B-C 1 4.68 3.4 15.912
AS 1 D-E 1 4.68 3.4 15.912
AS 1-2 B-C 0 1.15 3.4 0
AS 1-2 B-C 0 2.95 3.4 0
AS 1 B-C 1 1.85 3.4 6.29
AS 2 B-C 1 4.68 3.4 15.912
AS 2 D-E 1 4.68 3.4 15.912
AS 2-3 B-C 1 5.47 3.4 18.598
AS 2-3 D-E 1 5.47 3.4 18.598
AS 3 D-E 1 2.8 3.4 9.52
AS 3-4 B-C 1 5.47 3.4 18.598
AS 3-4 D-E 1 5.47 3.4 18.598
AS 3-4 D-E 1 1.78 3.4 6.052
AS 3-4 D-E 1 3.5 3.4 11.9
AS 4 D-E 0 4.68 3.4 0
AS 4-5 B-C 1 5.47 3.4 18.598
AS 5 B-C 0 4.68 3.4 0
AS 5 D-E 1 4.68 3.4 15.912
AS 5 E-F 1 1.65 3.4 5.61
AS 5 F-G 1 4.68 3.4 15.912
AS 6 B-C 1 4.68 3.4 15.912
AS 6 B-C 1 0.7 3.4 2.38

AS 7 B-C 1 4.68 3.4 15.912

AS 7 D-E 1 0.7 3.4 2.38
AS 8 D-E 1 4.68 3.4 15.912
AS 8 E-F 1 1.65 3.4 5.61
AS 8 F-G 1 4.68 3.4 15.912
AS 9-10 D-E 1 5.47 3.4 18.598
AS 10 B-C 1 4.68 3.4 15.912
AS 10 D-E 1 4.68 3.4 15.912
AS 10-11 B-C 1 5.47 3.4 18.598
AS 11 D-E 1 4.68 3.4 15.912
AS 11 B-C 1 4.68 3.4 15.912

AS 11-12 B-C 1 2.85 3.4 9.69

AS 11-12 B-C 2 1.15 3.4 7.82
AS 11-12 D-E 1 5.47 3.4 18.598
AS 12 D-E 1 4.68 3.4 15.912
AS 12 C-D 1 1.85 3.4 6.29
AS 12 B-C 1 4.68 3.4 15.912
HORIZONTAL A-B AS 1-2 1 2.1 3.4 7.14
A-B AS 1-2 1 2.1 3.4 7.14
A-B AS 2-3 1 2.1 3.4 7.14
A-B AS 2-3 1 2.1 3.4 7.14
A-B AS 3-4 1 2.1 3.4 7.14
A-B AS 3-4 1 2.1 3.4 7.14
A-B AS 4-5 1 2.1 3.4 7.14
A-B AS 4-5 1 2.1 3.4 7.14
A-B AS 5-6 1 1.35 3.4 4.59
A-B AS 6-7 2 0.9 3.4 6.12
A-B AS 6-7 1 5.15 3.4 17.51
A-B AS 7-8 1 1.35 3.4 4.59
A-B AS 8-9 1 2.1 3.4 7.14
A-B AS 8-9 1 2.1 3.4 7.14
A-B AS 9-10 1 2.1 3.4 7.14
A-B AS 9-10 1 2.1 3.4 7.14
A-B AS 10-11 1 2.1 3.4 7.14
A-B AS 10-11 1 2.1 3.4 7.14
A-B AS 11-12 1 2.1 3.4 7.14
A-B AS 11-12 1 2.1 3.4 7.14
B-C AS 11-12 1 4.95 3.4 16.83
B-C AS 11-12 2 2.1 3.4 14.28
B-C AS 11-12 1 1 3.4 3.4
C AS 1-2 1 4.15 3.4 14.11
C AS 2-3 1 2.15 3.4 7.31
C AS 3-4 1 4.15 3.4 14.11
C AS 4-5 1 4.15 3.4 14.11
C AS 5-6 1 1.35 3.4 4.59
C AS 6-7 0 0 0 0
C AS 7-8 1 1.15 3.4 3.91
C AS 8-9 1 4.15 3.4 14.11
C AS 9-10 1 4.15 3.4 14.11
C AS 10-11 1 2.15 3.4 7.31
C AS 11-12 1 4.15 3.4 14.11
D AS 1-2 1 4.15 3.4 14.11
D AS 2-3 1 4.15 3.4 14.11
D AS 3-4 1 4.15 3.4 14.11
D AS 4-5 1 4.15 3.4 14.11
D AS 5-6 1 1.15 3.4 3.91
D AS 6-7 0 0 3.4 0
D AS 7-8 1 1.15 3.4 3.91
D AS 8-9 1 4.15 3.4 14.11
D AS 9-10 1 4.15 3.4 14.11
D AS 10-11 1 4.15 3.4 14.11
D AS 11-12 1 4.15 3.4 14.11
 D-E AS 2-4 1 4.35 3.4 14.79
D-E AS 6-7 1 5.37 3.4 18.258
D-E AS 9-10 1 2.9 3.4 9.86
D-E AS 10-11 1 4.35 3.4 14.79
D-E AS 10-11 1 2.85 0.3 0.855
E-F AS 1-2 1 2.1 3.4 7.14
E-F AS 1-2 1 2.1 3.4 7.14
E-F AS 2-3 1 2.1 3.4 7.14
E-F AS 2-3 1 2.1 3.4 7.14
E-F AS 3-4 1 2.1 3.4 7.14
E-F AS 3-4 1 2.1 3.4 7.14
E-F AS 4-5 1 2.1 3.4 7.14
E-F AS 4-5 1 2.1 3.4 7.14
G AS 5-6 1 1.15 3.4 3.91
G AS 6-7 1 5.15 3.4 17.51
G AS 7-8 1 1.15 3.4 3.91
E-F AS 8-9 1 2.1 3.4 7.14
E-F AS 8-9 1 2.1 3.4 7.14
E-F AS 9-10 1 2.1 3.4 7.14
E-F AS 9-10 1 2.1 3.4 7.14
E-F AS 10-11 1 2.1 3.4 7.14
E-F AS 10-11 1 2.1 3.4 7.14
E-F AS 11-12 1 2.1 3.4 7.14
E-F AS 11-12 1 2.1 3.4 7.14
SHAFT 4 2.25 3.4 30.6
Dinding Skat 29 0.35 3.4 34.51

PENGURANGAN
Pintu PJ1 1 3.88 2.7 -10.476
Pintu PU 1.82 2.2 0
Pintu P1 14 1 2.7 -37.8
Pintu P2 0 1 2.7 0
Pintu P3 5 0.86 2.7 -11.61
Pintu P4 6 0.78 2.2 -10.296
Jendela J1 38 1.8 1.9 -129.96
Jendela J2 3 2.4 3.88 -27.936
Jendela J3 1 2.4 3.88 -9.312
BV 4 0.8 0.54 -1.728
Cat Exterior -475.006
Kolom K1 Tidak Termasuk Pengurangan Cat Exterior 1164.24
Tangga Utama Tidak Termasuk Pengurangan Cat Exterior 27.498
Tangga Samping Tidak Termasuk Pengurangan Cat Exterior 21.42
BACKDROP DAN WALLPAPER -456.36

#REF! 454.394
 Jumlah Panjang Lebar Tinggi Keliling Luas Volume
NO. Uraian Pekerjaan VOL. MC SAT.
bh m m m m m m2 m3

Membuat balok beton bertulang B1 (25 x 50) cm mutu beton K-300 1 429 0.25 0.5 53.625 53.625 m3
Membuat balok beton bertulang B2 (20 x 45) cm mutu beton K-300 1 93 0.2 0.45 8.37 8.37 m3
Membuat balok beton bertulang BL1 (Lisplank beton) mutu beton K-300 1 24.9 0.2 0.45 2.241 4.8555 m3
1 24.9 0.75 0.1 1.8675
1 24.9 0.2 0.15 0.747
Membuat balok beton bertulang BL (Lisplank beton) mutu beton K-300 1 111.7 0.2 0.45 10.053 19.5475 m3
1 111.7 0.55 0.1 6.1435
1 111.7 0.2 0.15 3.351

Membuat plat dak beton bertulang tebal 12 cm mutu beton K-300 81.247 81.24699 m3
Type 1 32 4.75 2.025 0.12 36.936
Type 2 8 4.25 1.75 0.12 7.14
Type 3 6 4.75 1.25 0.12 4.275
Type 4 1 5.25 1.75 0.12 1.1025
Type 5 6 4.75 2.55 0.12 8.721
Type 6 4 1.75 1.25 0.12 1.05
2 1.75 2.55 0.12 1.071
Type 7 16 1.475 4.25 0.12 12.036
Type 8 4 1.475 4.75 0.12 3.363
Type 9 4 1.475 1.48 0.12 1.04784
Type 10 2 1.475 1.75 0.12 0.6195
Type 11 4 1.475 1.25 0.12 0.885
Type 12 1 1.475 5.25 0.12 0.92925
Type 13 1 1.17 5.25 0.12 0.7371
Type 14 2 1.17 4.75 0.12 1.3338

Membuat kolom praktis (12 x 12) cm 0.432 m3

12 0.15 0.15 1.6 0.432

Membuat ring balok beton (12 x 15) cm 2 0.15 0.15 2 0.09 0.09 m3
 PASANGAN LANTAI 3
Jumlah Panjang Lebar Tinggi Keliling Luas Volume
NO. Uraian Pekerjaan VOL. MC SAT.
bh m m m m m m2 m3

Memasang dinding bata merah 1/2 bata 1PC : 3 PP 2 15.7 1.6 50.24 47.54 m2
Pengurangan 2 0.9 1.5 -2.7
Memasang plesteran 1 PC : 3 PP tebal 15 mm 2 95.08 m2
Pekerjaan acian dinding dan beton 95.08 408.95 m2
Balok 2 15.7 0.3 9.42
Plat Pinggiran 2 23.7 0.2 9.48
Dinding Parapet BL 1 1 111.7 2.05 228.985
Dinding Parapet BL 2 1 24.9 2.65 65.985

Membuat ban-banan dan benagan sudut reling atap beton 140 m1

Memasang waterproofing coating dak beton 931.81 m2
Luas Datar 813.37 813.37
Ovelap Naik 56 56
kanopi lantai 2 40.04
Overlap Rumah Pompa 2 16 0.7 22.4
Memasang screeding pelindung dak beton 1pc : 3ps tebal 3 - 5 cm 813.37

Memasang roof drain Ø 4" cast irion 40

Memasang tandon air 2000 liter 4

Elektrode water Level Kontrol WLC 2

Pemasangan pompa booster daya dorong 45 meter kapasitas 75 liter/menit lengkap instalasi listrik 4

Memasang pintu besi lengkap dan finishing cat anti karat (ruang tangga) 1
 PENGECATAN LANTAI 3
Jumlah Panjang Lebar Tinggi Keliling Luas Volume
NO. Uraian Pekerjaan VOL. MC SAT.
bh m m m m m m2 m3

1 Pengecatan dinding luar dan dalam dengan Dulux/ICI Weathershield 408.95 408.95 m2
 PEKERJAAN KELILING BANGUNAN
Jumlah Panjang Lebar Tinggi Keliling Luas Volume VOL. CEK
NO. Uraian Pekerjaan VOL. MC SAT.
bh m m m m m m2 m3 KONTRAK

Menggali tanah pondasi rabatan keliling 1 96.2 0.78 0 0 m³ 6.43

Membuat pondasi pasangan batu belah campuran 1 pc : 4 ps 1 96.2 0.21 20.202 m³ 10.72
Menghampar pasir bawah rabatan keliling bangunan tebal 10 cm 1 96.2 0.78 0.1 7.5036 7.5036 m³ 13.45
Membuat beton keliling bangunan tebal 10 cm mutu beton K-250 tulangan 1 ø 10 - 150
96.21 lapis 0.78 0.1 7.5036 7.5036 m³ 13.45
Membuat saluran air keliling bangunan dengan buis beton ½ Ø 30 cm dinding
1 bata96.2
ringan dalam 30 - 45 cm 96.2 m' 116
Membuat gorong gorong dengan buis beton Ø 30 cm 1 13 13 m' 10
Memasang lampu taman tinggi 2 m lengkap dengan instalasi listrik kabel tanam 20 set 20
Menanam rumput + humus keliling bangunan 92.2 m² 46
Memasang keran air stainless + dudukan beton 15 x 15 x 60 cm 4 set 4
 POS JAGA
Jumlah Panjang Lebar Tinggi Keliling Luas Volume VOL. CEK
NO. Uraian Pekerjaan VOL. MC SAT.
bh m m m m m m2 m3 KONTRAK

PEKERJAAN POS JAGA

PEKERJAAN TANAH
Mengukur dan memasang bouwplank pos jaga 1 108 108 m' 38
Menggali tanah pondasi pilecap 12 1.2 1.2 1.01 17.4528 17.4528 m³ 17.28
Mengurug kembali tanah biasa m³ 1.3
Mengurug tanah padat untuk peninggian lantai bangunan 1 10.8 7.4 0.1 7.992 7.992 m³ 21.6

PEKERJAAN PONDASI
Memasang crucuk kayu bawah pondasi panjang 4 meter 108 108 ttk 108
Mengurug pasir urug bawah lantai kerja pondasi pilecap dan sloof tebal 10
12 cm 1.2 1.2 0.1 1.728 1.728 m³ 1.58
Membuat lantai kerja beton bawah pondasi pilecap dan sloof tebal 5 cm12mutu beton
1 K - 100 1 0.05 0.6 0.6 m³ 1.37
Membuat pondasi beton pilecap PC1 ( 100 x 100 x 30 ) cm, mutu beton K12 - 300 1 1 0.3 3.6 3.6 m³ 3.6
Membuat beton mutu f'c=26,4 MPa (K-300) Sloof S1 (20x40) 1 51 0.2 0.4 4.08 4.08 m³ 4.08
Membuat beton mutu f'c=26,4 MPa (K-300) Sloof S2 (15x20) 1 4.75 0.15 0.2 0.1425 0.1425 m³ 0.16
Memasang pondasi batu belah 1 PC : 3 PP 1 4.75 0.21 0.9975 0.9975 m³ 3.8

PEKERJAAN STRUKTUR
Membuat beton mutu f'c = 26,4 MPa ( K - 300 ) Kolom K1 pos jaga ( 25 x12
25 ) cm 0.25 0.25 4.48 3.36 3.36 m³ 3
Membuat kolom praktis ( 12 X 12 ) cm 4 0.12 0.12 3.5 0.2016 0.2016 m³ 0.29
Mengurug pasir bawah lantai tebal 10 cm 1 10.8 7.4 0.1 79.92 6.90075 6.90075 m³ 1.35
-10.2
-0.7125
Membuat lantai kerja beton bawah lantai tebal 5 cm mutu beton K - 1001 10.8 7.4 0.05 79.92 3.45038 3.450375 m³ 2.7
-10.2
-0.7125
Membuat lantai beton mutu K - 250 tebal 12 cm tulangan ø 10 2 lapis 1 6.2 9.2 0.12 57.04 5.5353 5.5353 m³ 6.48
-10.2
-0.7125

Membuat beton keliling bangunan tebal 10 cm mutu beton K - 250 tulangan 1 ø 10 - 150
34 1 lapis0.7 0.1 23.8 2.38 2.38 m³ 2.52
Membuat beton mutu f'c = 26,4 MPa ( K-300 ) Balok B1 ( 20 x 30 ) cm 1 65 0.2 0.18 13 2.34 2.34 m³ 4.7
Membuat beton mutu f'c = 26,4 MPa ( K-300 ) Lisplank beton ( 15 x 30 ) cm
1 38 0.15 0.18 5.7 1.026 1.026 m³ 2.83
Membuat balok latei beton ( 12 x 15 ) cm 1 13.5 0.12 0.15 1.62 0.243 0.243 m³ 0.12
Membuat beton mutu f'c = 26,4 MPa ( K-300 ) Pelat dak tebal : 12 cm 1 11 8 0.12 88 10.56 10.56 m³ 10.56

PEKERJAAN PASANG DINDING

Memasang dinding bata merah 1/2 bata 1PC : 3 PP 127.118 m² 130.61
AS 1 A-C 1 6 3.3 19.8
AS 1-2 A-C 1 1.75 3.3 5.775
AS 2 A-C 1 2.8 3.3 9.24
AS 3 A-C 1 6 3.3 19.8
AS 4 A-C 1 6 3.3 19.8
GRID A 1-4 1 8.4 3.3 27.72
GRID A-B 1-2 1 1.58 3.3 5.214
GRID B 1-3 1 5.8 3.3 19.14
GRID C 1-4 1 8.4 3.3 27.72

Pengurangan
Pintu KM 1 2.2 0.78 -1.716
Pintu P1 3 2.7 0.96 -7.776
Pintu PJ1 1 2.7 0.96 -2.592
1 0.88 1.9 -1.672
Void 1 1 2.8 1.45 -4.06
Void 2 1 2.8 1.45 -4.06
Void 3 1 1.1 1.05 -1.155
Void 4 1 2.8 1.45 -4.06

Memasang plesteran 1 PC : 3 PP tebal 15 mm 254.236 242.092 m² 261.23

Pengurangan 1 5.52 2.2 -12.144

Memasang acian dinding dan beton 362.792 m² 261.23

1 242.092
Listplank 1 65 1.4 91
Kolom 9 1 3.3 29.7

PEKERJAAN KUSEN, PINTU, JENDELA & GANTUNGAN

Memasang kusen pintu almunium 4" type P1 lengkap 3 3 unit 1
Memasang kusen pintu almunium 4" type P2 lengkap 1 1 unit 3
Memasang kusen pintu almunium 4" type P4 KM/WC lengkap 1 1 unit 1
Memasang kusen jendela almunium 4" type J1 lengkap 4 4 unit 4
Memasang bouven almunium 4" type BV lengkap 1 1 unit 1

PEKERJAAN PLAFOND
Memasang plafon rangka hollow + penutup gypsum tebal 9 mm 1 6 9 54 54 m² 51.11
Memasang plafon rangka metal furing + penutup plafon PVC 1 36.4 0.7 25.48 25.48 m² 31
Memasang list plafond gypsum 10 cm 1 59.96 59.96 59.96 m' 72
Memasang list plafond PVC 1 66.8 66.8 66.8 m' 16
PEKERJAAN FINISHING PENGECATAN
Pengecatan dinding luar dan lisplank beton dengan Dulux/ICI Weathershield 167.521 m² 147.84
AS 1 A-C 1 6 3.3 19.8
AS 4 A-C 1 6 3.3 19.8
GRID A 1-4 1 8.4 3.3 27.72
GRID C 1-4 1 8.4 3.3 27.72
Listplank 91
PENGURANGAN
Void 1 1 2.8 1.45 -4.06
Void 2 1 2.8 1.45 -4.06
Void 3 1 1.1 1.05 -1.155
Void 4 1 2.8 1.45 -4.06
Pintu PJ1 1 2.7 0.96 -2.592
Pintu P1 1 2.7 0.96 -2.592

Pengecatan dinding dalam dengan Dulux/ICI interior 362.792 195.271 m² 142.49

-167.521

Pengecatan plafond dan lis plafon dengan Dulux/ICI interior 54 m² 82.11

PEKERJAAN FINISHING LANTAI

Memasang lantai keramik 60 x 60 cm Polish ( ruangan ) 1 51.5036 m² 51.75
Memasang lantai keramik 60 x 60 cm Unpolish ( toilet ) 1 1.58 1.58 2.4964 2.4964 m² 2.89
Memasang plin dinding keramik 10 x 60 cm Polish 1 54.54 54.54 m' 63
Memasang dinding keramik 30 x 60 KM / WC Polish 1 5.52 2.2 12.144 12.144 m² 12.32

Pekerjaan Finishing Meja Jaga

Membuat balok beton meja jaga 0.23 m³ 0.23
Membuat Beton Meja Jaga 0.73 m³ 0.73
Memasang lantai keramik 60 x 60 cm Polish 8.86 m² 8.86

Pekerjaan Finishing Meja Pantry

Membuat Beton Meja pantry dan Westafel 0.12 m² 0.12
Memasang keramik meja dan dinding pantry uk. 30 x 60 3.14 m² 3.14

PEKERJAAN SANITASI
Memasang kloset duduk 1 bh 1
Memasang kran air 1/2" stainless 3 bh 3
Memasang floor drain Ø 3" stainless 1 bh 1
Memasang kitchen sink + kran air leher angsa stainless 1 bh 1

PEKERJAAN ATAP
Memasang waterproofing coating dak beton 1 11 8 88 m² 88
Memasang screeding pelindung dak beton 1pc : 3ps tebal 3 - 5 cm 1 11.5 8.5 97.75 m² 88
Memasang roof drain Ø 4" cast irion 2 bh 2

PEKERJAAN PANEL DAN KABEL UTAMA

Panel Utama
Memasang Box MCB + MCB, grounding 1 1 ls 1

PEKERJAAN TATA UDARA

Memasang AC 1/2 PK lengkap instalasi pipa dan aksesoris 2 unit 2
Wall Fan 20 inch lengkap aksesoris 3 ttk 3

PEKERJAAN PENERANGAN DAN STOP KONTAK

Pemasangan Lampu Down Light LED 9 W 11 bh 11
Pemasangan Lampu downlight LED reflector super mirror 13 watt + NICAD 2 bh 2
Memasang saklar tunggal 4 bh 4
Memasang saklar ganda 3 bh 3
Memasang stop kontak 8 bh 8
Memasang stop kontak AC 5 bh 5
Memasang instalasi lampu dengan NYM 2 x 2,5 mm² 13 ttk 13
Memasang instalasi stop kontak dengan NYM 3 x 2,5 mm² 13 ttk 13

PEKERJAAN PLUMBING
Memasang tandon air 1000 liter 1 bh 11
Memasang gate valve dia. 3/4" 1 bh 2
Elektrode water Level Kontrol WLC 1 bh 4
Penarikan kabel dari Panel Pompa di r. Pompa Ke Panel Pompa Air bersih NYY 3 x 2,5 mm 7 bh 3
Penarikan kabel dari Panel Pompa bersih Ke Water Level Control NYY 3 x 2,5 mm 8 bh 8
Memasang pompa air 125 watt lengkap instalasi pipa dan listrik 1 bh 5
Memasang pipa PPR PN-10 dia. 32 mm ( 1" ) dari toren Mako ke pos jaga 112 ttk 13
Memasang pipa PPR PN-10 dia. 25 mm ( 3/4" ) 6 ttk 13
Memasang pipa PPR PN-10 dia. 20 mm ( 1/2" ) 12 0 0
Memasang pipa PVC tipe AW Ø 4" air kotor 6 0 0
Memasang pipa PVC tipe AW Ø 3" air bekas 6 0 0
Memasang Biotek Kap. 2 m3 lengkap dinding dan tutup pelindung 1 unit 1
Bak kontrol 30 cm x 30 cm 1 bh 1
Membuat 1 unit resapan Ø 0,8 m ( digali 2 m ) dalam 2 m ( digali 2,9 m ) kap. 1 m³ 1 bh 1
 Jumlah Panjang Lebar Tinggi Keliling Luas Volume VOL. CEK
NO. Uraian Pekerjaan VOL. MC SAT.
bh m m m m m m2 m3 KONTRAK

1 PEKERJAAN SARPRAS
PEKERJAAN JALAN
Penyiapan badan jalan leveling dan pemadatan 1671.42 m² 2707.5
Section 1 Arah Masuk Sebelum SPBT 1 30.1 8 240.8
Pengurangan Section 2 Depan SPBT 1 30.03 6 -180.18
Section 3 Arah Masuk Setelah SPBT 1 45.3 8 362.4
Section 4 Depan Mako 2 22.65 8 362.4
Section 5 Belakang Mako 1 54.55 8 436.4
Section 6 Samping Mako 1 34.35 8 274.8
Section 7 Pintu Masuk Lap. Upcara 1 8 8 64
Section 8 Arah ke Lap. Tembak 0 72.99 8 0
Section 9 Depan Lap. Tembak 0 70 8 0
Section Tambahan 2 2.8 8 44.8
Pintu Masuk Lap. Upacara 2 6 5.5 66
JALAN PARKIRAN MOTOR 1

Mengurug LPA tebal 15 cm dipadatkan 187.245 m³ 406.13

Section 1 Arah Masuk Sebelum SPBT 1 30.1 6.4 0.15 192.64 28.896
Pengurangan Section 2 Depan SPBT 1 30.03 6 0.15 -180.18 -27.027
Section 3 Arah Masuk Setelah SPBT 1 45.3 6.4 0.15 289.92 43.488
Section 4 Depan Mako 2 22.65 6.4 0.15 289.92 43.488
Section 5 Belakang Mako 1 54.55 6.4 0.15 349.12 52.368
Section 6 Samping Mako 1 34.35 6.4 0.15 219.84 32.976
Section 7 Pintu Masuk Lap. Upcara 1 8 6.4 0.15 51.2 7.68
Section 8 Arah ke Lap. Tembak 0 72.99 6.4 0.15 0 0
Section 9 Depan Lap. Tembak 0 70 6.4 0.15 0 0
Section Tambahan 2 2.8 6.4 0.15 35.84 5.376
Pintu Masuk Lap. Upacara 2 6 0.15 0 0
JALAN PARKIRAN MOTOR 1 0.15 0

Membuat lantai kerja beton bawah jalan tebal 10 cm mutu beton K - 100 119.262 m³ 254.22
Section 1 Arah Masuk Sebelum SPBT 1 30.1 6 0.1 180.6 18.06
Pengurangan Section 2 Depan SPBT 1 30.03 6 0.1 -180.18 -18.018
Section 3 Arah Masuk Setelah SPBT 1 45.3 6 0.1 271.8 27.18
Section 4 Depan Mako 2 22.65 6 0.1 271.8 27.18
Section 5 Belakang Mako 1 54.55 6 0.1 327.3 32.73
Section 6 Samping Mako 1 34.35 6 0.1 206.1 20.61
Section 7 Pintu Masuk Lap. Upcara 1 8 6 0.1 48 4.8
Section 8 Arah ke Lap. Tembak 0 72.99 6 0.1 0 0
Section 9 Depan Lap. Tembak 0 70 6 0.1 0 0
Section Tambahan 2 2.8 6 0.1 33.6 3.36
Pintu Masuk Lap. Upacara 2 4.8 3.5 0.1 33.6 3.36
JALAN PARKIRAN MOTOR 1 0.1 0 0

Membuat jalan beton mutu K-350 tebal 25 cm tulangan wiremesh M 10 2 lapis 300.255 m³ 648.93
Section 1 Arah Masuk Sebelum SPBT 1 30.1 6 0.25 180.6 45.15
Pengurangan Section 2 Depan SPBT 1 30.03 6 0.25 -180.18 -45.045
Section 3 Arah Masuk Setelah SPBT 1 45.3 6 0.25 271.8 67.95
Section 4 Depan Mako 2 22.65 6 0.25 271.8 67.95
Section 5 Belakang Mako 1 54.55 6 0.25 327.3 81.825
Section 6 Samping Mako 1 34.35 6 0.25 206.1 51.525
Section 7 Pintu Masuk Lap. Upcara 1 8 6 0.25 48 12
Section 8 Arah ke Lap. Tembak 0 72.99 6 0.25 0 0
Section 9 Depan Lap. Tembak 0 70 6 0.25 0 0
Section Tambahan 2 2.8 6 0.25 33.6 8.4
Pintu Masuk Lap. Upacara 2 6 3.5 0.25 42 10.5
JALAN PARKIRAN MOTOR 1 0.25 0 0

Pembesian dowel Ø 22 1611.2844 kg 1868

Pembesian support dowel Ø 10 3855.8376 kg 1188.5

Membuat diletasi rigid dan memasang joint sealent aspal 321.12 m' 264

Memasang kansteen jalan beton K - 300 ukuran 40 x 25 x 15 cm 90.415 m' 928

PEKERJAAN PARKIR
Penyiapan badan parkir leveling dan pemadatan 267.963 m² 264
Memasang paving tebal 8 cm mutu K 300 + urugan pasir padat tebal 10 cm 267.963 m² 264
Memasang kansteen paving ukuran 40x20x10 cm 81.64 m' 50
Memasang kanopi tempat parkir pondasi finishing cat penutup atap spandek 2 5.62 17.8 200.072 m² 192.5
Memasang keran air stainless + dudukan beton 15x15x70 cm 2 set 2
PEKERJAAN LAPANGAN APEL
Penyiapan badan lapangan leveling dan pemadatan 1 47.1 31 1460.1 1460.1 m² 1500
Memasang paving tebal 8 cm mutu K 300 + urugan pasir padat tebal 10 cm 1 47.1 31 1460.1 1460.1 m² 1500
Memasang kansteen paving ukuran 40x20x10 cm 1 144.2 144.2 144.2 m' 158
Membuat tiang bendera
a. Menggali tanah biasa 1 2.5 2.5 1.5 9.375 9.375 m³ 4.33
b. Mengurug pasir urug bawah lantai kerja pondasi pilecap dan lantai tebal 10 cm 1 2.5 2.5 0.1 0.625 0.625 m³ 2.28
c. Membuat lantai kerja beton bawah pondasi pilecap dan lantai tebal 5 cm mutu beton 1 K - 1001.5 1.5 0.05 0.1125 0.1125 m³ 1.14
d. Membuat pondasi beton pilecap tiang bendera ( 150 x 150 x 40 ) cm, mutu beton K-300
1 1.5 1.5 0.4 0.9 0.9 m³ 0.9
e. Membuat kolom pedestal beton bertulang ( 50 x 50 ) cm mutu beton K - 300 1 0.5 0.5 2 0.5 0.5 m³ 0.37
f. Mengurug kembali tanah biasa 7.2375 m³ 3.06
g. Membuat lantai beton tebal 10 cm mutu beton K - 250 tulangan ø 10 - 150 1 lapi 1 6 3.5 0.15 3.15 m³ 2.02
h. Memasang dinding bata merah 1/2 bata 1PC : 3 PP 1 10 0.5 5 5 m² 27.8
i. Memasang keramik lantai uk 60 x 60 cm unpolished 1 5.3 5.3 28.09 28.09 m² 27.8
j. Memasang tiang bendera dengan besi pipa tinggi 10 meter lengkap finishing, tali dan bendera merah putih 1 ls 1
Menanam rumput + humus keliling lapangan apel 330 m² 330
Memasang kran air stainless + dudukan beton 15 x 15 x 70 cm 4 set 4

PEKERJAAN SALURAN
Membuat saluran air batu kali 1pc : 4pp lebar bawah 60 cm tinggi 80 cm dengan plesteran atas dan rabatan dasar saluran tebal 5 cm m' 231.8
Membuat saluran air batu kali 1pc : 4pp lebar bawah 80 cm tinggi 100 cm dengan plesteran atas dan rabatan dasar saluran tebal 10 cm m' 81.5
Memasang Box Culvert 50x50 cm mutu K 350 + lantai kerja beton tebal 10 cm 0 m' 33
Memasang Box Culvert 80x80 cm mutu K 350 + lantai kerja beton tebal 10 cm 0 ls 10

PEKERJAAN GAPURA DAN PAGAR DEPAN

PEKERJAAN TANAH
Mengukur dan memasang bouwplank 90.14 m' 98
Menggali tanah pondasi 29.4 m³ 17.41
Gapura
Pile cap 1 2 2 2 1.05 8.4
Pile cap 2 4 1 1 1.05 4.2
Pile cap Pagar 21 1 1 0.8 16.8
Mengurug kembali tanah biasa m³ 1.6

PEKERJAAN PONDASI DAN STRUKTUR

Pengadaan tiang pancang pengiriman tiang pancang 250 x 250 mm ( K - 500 ) 10 12 120 m' 120
Biaya handling tiang pancang 10 12 120 m' 120
Pekerjaan pemancangan tiang pancang 110 m' 120
Penyambungan tiang pancang 10 10 ttk 10
Pemotongan tiang pancang 10 10 ttk 10
Mengurug pasir urug di bawah pile cap 2.248 m³ 0.22
PC 1 2 1.8 1.8 0.1 0.648
PC 2 4 0.8 0.8 0.1 0.256
Pile cap Pagar 21 0.8 0.8 0.1 1.344
Membuat lantai kerja beton bawah lantai tebal 5 cm mutu beton K- 100 1.124 m³ 0.45
PC 1 2 1.8 1.8 0.05 0.324
PC 2 4 0.8 0.8 0.05 0.128
Pile cap Pagar 21 0.8 0.8 0.05 0.672

Membuat pondasi beton pilecap gapura PC1 ( 180 x 160 x 40 ) cm, mutu beton K-300 2 1.8 1.8 0.4 2.592 2.592 m³ 2.3
Membuat beton mutu f'c = 26,4 MPa ( K-300 ) Pile cap pagar PC2 ( 80 x 80 x 30 ) 25 0.8 0.8 0.3 4.8 4.8 m³ 3.84
Membuat beton mutu f'c = 26,4 MPa ( K-300 ) Sloof S1 ( 25 x 40 ) sloof gapura 2 5.25 0.25 0.4 1.05 1.05 m³ 0.21
Membuat beton mutu f'c = 26,4 MPa ( K-300 ) Sloof S2 ( 20 x 30 ) sloof pagar 4.8882 m³ 6.6
Gapura 2 4 0.2 0.3 0.48
Pagar 1 73.47 0.2 0.3 4.4082

Membuat beton mutu f'c = 26,4 MPa ( K-300 ) Kolom K1 ( 40 x 30 ) kolom gapura 10 6.13 0.4 0.3 7.356 7.356 m³ 6
Membuat beton mutu f'c = 26,4 MPa ( K-300 ) Kolom K2 ( 20 x 20 ) kolom pagar 21 2.8 0.2 0.2 2.352 2.352 m³ 0.8
Membuat beton mutu f'c = 26,4 MPa ( K-300 ) Balok B1 ( 25 x 90 ) cm 2 11.3 0.25 0.9 5.085 5.085 m³ 5.99
Membuat beton mutu f'c = 26,4 MPa ( K-300 ) Balok B2 ( 20 x 30 ) cm 1 21.16 0.2 0.3 1.2696 1.2696 m³ 1.94
Membuat beton mutu f'c=26,4 MPa (K-300) Balok B3 (20x30) cm (lisplank beton) 4.466 m³ 4.47
Balok 1 30.8 0.2 0.3 1.848
Listplank 1 30.8 0.1 0.85 2.618
Membuat plat dak beton bertulang tebal 12 cm mutu beton K - 300 2.1768 m³ 3.49
4 0.12 0.43 0.2064
2 0.12 0.23 0.0552
4 0.12 0.36 0.1728
2 0.12 0.18 0.0432
4 0.12 1.43 0.6864
2 0.12 0.79 0.1896
4 0.12 1.34 0.6432
2 0.12 0.75 0.18

Memasang pondasi pagar dengan batu belah 1 PC : 3 PP 11.0464 m³ 10.65

Depan Kiri 1 3.94 0.16 0.6304
Depan Kanan 1 3.3 0.16 0.528
Kearah Lap. Upacara 1 3.4 0.16 0.544
Kearah Lap. Upacara 1 5 3.3 0.16 2.64
Kearah Lap. Upacara 2 1 2.3 0.16 0.368
Depan Lap. Upacara 12 3.3 0.16 6.336

Membuat kolom praktis 12 x 12 cm 0 m³ 0.41

Membuat ring balok 12 x 15 cm 1 69.04 0.12 0.15 1.24272 1.24272 m³ 1.98

Membuat sirip beton mutu K-250 6.72 m³ 4.08
Sirip 1 6 4.6 0.2 0.8 4.416
Sirip 2 4 3.6 0.2 0.8 2.304
PEKERJAAN FINISHING DINDING
Memasang dinding bata merah 1/2 bata 1PC : 3 PP 129.368 m² 180
Gapura 2 4.3 3.4 29.24
Penebalan 2 11.4 1.5 34.2
Isian Kolom 2 1.6 5.5 17.6
Depan Kiri 1 3.94 0.7 2.758
Depan Kanan 1 3.3 0.7 2.31
Kearah Lap. Upacara 1 3.4 0.7 2.38
Kearah Lap. Upacara 1 5 3.3 0.7 11.55
Kearah Lap. Upacara 2 1 2.3 0.7 1.61
Depan Lap. Upacara 12 3.3 0.7 27.72

Memasang plesteran 1 PC : 3 PP tebal 15 mm 289.036 m² 360

258.736
Penebalan 21 4.3 0.2 18.06
K2 2 1.8 3.4 12.24
Memasang batu alam campuran 1 PC : 2 PP 2 7 1.85 25.9 25.9 m² 66.18

Pekerjaan acian dinding dan beton 398.432 m² 543

Acian Dinding 232.836
Listplank 1 30.8 1.55 47.74
Kolom Sirip 1 6 4.6 2 55.2
Kolom Sirip 2 4 3.6 2 28.8
Balok B2 2 21.16 0.8 33.856

Pengecatan dinding luar dan lisplank beton dengan Dulux / ICI Weathershiel 398.432 m² 543

PEKERJAAN FINISHING DAK BETON

Memasang plafon rangka metal furing + penutup plafon PVC 29.9 m² 29.9
Memasang list plafond PVC 41.4 m' 41.4
Memasang waterproofing coating dak beton 36 m² 36
Memasang screeding pelindung dak beton 1 pc : 3 ps tebal 3 - 5 cm 36 m² 36
Memasang roof drain Ø 4" cast irion 2 bh 2
Memasang pipa drainase PVC 4" 24 m' 24
Pemasangan Lampu Down Light LED 9 watt 5 bh 5
Pemasangan Lampu Down Light LED 9 watt 4 bh 4
Memasang lampu navigasi 2 bh 2
Memasang instalasi lampu dengan NYM 2 x 2,5 mm² 11 ttk 11
Pengecatan lisplank beton dengan cat ( ICI Weathershield ) 105.77 m² 105.77

PEKERJAAN PINTU GERBANG

Membuat pintu gerbang lengkap finishing terpasang dan kunci m² 21.45
 PEKERJAAN TAMBAHAN
HARGA SATUAN JUMLAH HARGA JUMLAH HARGA MC- SELISIH JUMLAH
NO. URAIAN SAT KONTRAK ADD SELISIH
( Rp. ) ( Rp. ) 0% HARGA PERSENTASE (+/-) KETERANGAN
(+/-)

A. PEKERJAAN PERSIAPAN
1 Pekerjaan Relokasi Gudang
- Galian Tanah m3 0.51 0.51 104,500 52,773
- Pemasangan Pondasi Batu Kali m3 3.54 3.54 1,509,000 5,334,315
- Sloof 15 x 20 m3 0.30 0.30 7,882,495 2,388,396
- Kolom Praktis 12 x 12 m3 0.15 0.15 8,767,264 1,275,111
Balok Praktis 12 x 15 m2 0.18 0.18 9,352,601 1,700,303
- Pas. Dinding Bata Merah m2 30.30 30.30 259,247 7,855,181
- Plesteran Dinding m2 60.60 60.60 94,374 5,719,041
- Acian Dinding m2 60.60 60.60 41,113 2,491,418
- Cat Dinding Exterior m2 30.30 30.30 59,111 1,791,071
- Cat Dinding Interior m2 30.30 30.30 42,272 1,280,844
- Pintu Almini unit 1.00 1.00 2,500,000 2,500,000
- Rangka Atap Galvalume m2 21.09 21.09 250,000 5,272,500
- Atap Spandek m2 21.09 21.09 201,500 4,249,635

2 Pemasangan Kembali Bangunan Obat (Hydrponic)

- Galian Tanah m3 4.00 4.00 104,500 418,000
- Perataan Tanah dan Pemadatan m2 35.00 35.00 38,500 1,347,500
- Pasir Bawah Rabatan m3 2.84 2.84 305,800 866,943
- Rabatan K100 t. 10 cm m3 2.84 2.84 1,438,262 4,077,472
- Pas. Dinding Bata Merah m2 20.80 20.80 259,247 5,392,336
- Plesteran Dinding m2 41.60 41.60 94,374 3,925,943
- Acian Dinding m2 41.60 41.60 41,113 1,710,280
- Kolom Besi Hollow 50x50x3 kg 233.47 233.47 44,600 10,412,851
- Sekur Besi Hollow 50x50x3 kg 16.42 16.42 44,600 732,154
- Balok Besi Hollow 50x50x3 kg 74.78 74.78 44,600 3,335,366
- Balok Besi Hollow 50x50x3 kg 114.91 114.91 44,600 5,125,075
- Rangka Atap Galvalume m2 43.68 43.68 250,000 10,920,000
- Atap Spandek m2 43.68 43.68 201,500 8,801,520
- Lisplank GRC 30 cm m1 26.80 26.80 136,400 3,655,520
- Cat Dinding Exterior m2 46.96 46.96 59,111 2,775,864

3 Pembongkaran Beton Pondasi Tangki tebal 50 cm m3 51.97 51.97 1,500,000 77,948,100

B. PEKERJAAN SALURAN dan PAGAR

1 Pembuatan Box Culvert Uk. 80 X 100 x 10
Beton K-300 m3 11.94 11.94 2,127,000 25,398,507
Pembesian kg 1699.95 1699.95 21,100 35,868,849
Bekisting m2 113.33 113.33 414,600 46,986,618
2 Pembuatan Bak Kontrol Batu Kali m3 22.80 22.80 1,509,173
3 Separing Pipa Galvanis 4" Cros Jalan m1 36.00 36.00 450,000 16,200,000
4 Pembuatan Hollow Tralis Pagar m2 57.72 57.72 1,544,000 89,119,680
5 Pasangan Pondasi Rolag Saluran Keliling m3 14.43 14.43 500,000 7,215,000

C. PEKERJAAN ELEKTRIKAL
1 Pemasangan Kabel Ladder 200x100x3000 mm LT 1 m1 55.29 55.29 328,900 18,184,881
2 Pemasangan Kabel Ladder 200x100x3000 mm LT 2 m1 62.39 62.39 328,900 20,520,071
3 Pemasangan Lampu Down Light LED 13 W POS JAGA bh 8.00 8.00 284,031 2,272,248
4 Pemasangan Lampu Selang + Travo m1 214.40 214.40 107,977 23,150,214
5 Pekerjaan Panel Lantai 2 unit 1.00 1.00 12,500,000 12,500,000

D. PEKERJAAN LAIN LAIN

1 Leveling jalan beton mutu K-350 tebal 15 cm tulangan wiremesh M 10 1 lapis m3 27.03 27.03 2,959,500 79,986,407
2 Tutup Mainhole Atap unit 1.00 1.00 1,000,000 1,000,000
3 Dak Atap Rumah Pompa 10 cm m3 4.80 4.80 9,500,000 45,600,000
4 Kolom Beton 20 x 20 m3 0.40 0.40 10,232,527 4,093,011
5 Balok Ring 20 x 20 m3 0.64 0.64 10,232,527 6,548,817
4 Memasang kusen pintu almunium 4" type P4A KM/WC lengkap bh 15.00 15.00 6,223,000 93,345,000
D. PEKERJAAN MEKANIKAL DAN PLUMBING
1 Shower Pos Jaga bh 1.00 1.00 825,000 825,000
2 Tempat sabun Pos Jaga bh 1.00 1.00 195,608 195,608
3 Gantungan Baju Pos Jaga bh 1.00 1.00 275,000 275,000
4 Pengadan TV LED UHD 4K 43 inch + bracket dinding (Palaksa) unit 1.00 1.00 10,500,000 10,500,000
2 Memasang pipa PVC tipe AW Ø 6" air bekas + air hujan m1 54.20 54.20 429,600 23,284,320
3 Memasang pipa PVC tipe AW Ø 2" air bekas m1 32.60 32.60 83,200 2,712,320
4 Memasang pipa PVC tipe AW Ø 4" air bekas m1 88.00 88.00 221,300 19,474,400
5 Check Valve GIP 1" bh 4.00 4.00 450,000 1,800,000
6 Check Valve PPR 1" bh 8.00 8.00 500,000 4,000,000
7 Flexible Joint 1 1/4" bh 2.00 2.00 750,000 1,500,000
8 Flexible Joint 1" bh 2.00 2.00 600,000 1,200,000
9 Foot Valve GIP 1 1/4" bh 2.00 2.00 450,000 900,000
10 Gate Valve GIP 1 1/4" bh 2.00 2.00 800,000 1,600,000
11 Pipa HDPE 1" (dari mako ke pos jaga) m1 195.00 195.00 48,600 9,477,000
12 Pipa HDPE 2" (dari materan pdam ke tangki FRP) m1 167.20 167.20 97,200 16,251,840
12 Gate Valve GIP 1" bh 2.00 2.00 650,000 1,300,000
13 Strainer GIP 1 1/4" bh 2.00 2.00 800,000 1,600,000
14 Pelampung 1" bh 2.00 2.00 600,000 1,200,000
15 Header GIP 3" bh 1.00 1.00 3,000,000 3,000,000
16 Pemasangan Clean out 4" bh 8.00 8.00 450,000 3,600,000
17 Stop Kontak Lantai dan instalasi bh 3.00 3.00 750,000 2,250,000
18 Sound Sitem R. Rapat set 1.00 1.00 86,400,000 86,400,000
- Camera Video Confrence
- Speaker 2 Unit Include Bracket
- Mic Wirelees 11 Unit
- Power Mixer
- PC Operator
- Cabinet Rack 4U
19 Memasang AC 1,5 PK Unit 32.00 32.00 8,568,000.00 274,176,000
20 Memasang AC 1 PK Unit 5.00 5.00 6,042,000.00 30,210,000
21 Memasang Pipa Refrigerant 1/4 + 1/2 m1 80.00 80.00 127,500 10,200,000
22 Memasang Pipa Refrigerant 1/4 + 3/8 m1 520.00 520.00 135,000 70,200,000
23 Logo LANAL BINTAN Mako dia. 200 cm unit 1.00 1.00 25,000,000 25,000,000
24 Logo TNI ANGKATAN LAUT dan rangka Gapura dia. 200 cm unit 1.00 1.00 27,000,000 27,000,000
25 Logo LANAL BINTAN Gapura dia. 120 cm unit 1.00 1.00 15,000,000 15,000,000
26 Logo KOARMADA I Gapura dia. 120 cm unit 1.00 1.00 15,000,000 15,000,000
27 LETER "MAKO LANAL BINTAN" tinggi 60 cm unit 1.00 1.00 25,000,000 25,000,000
28 LETER "MARKAS KOMANDO PANGKALAN TNI AL BINTAN" tinggi 35 cm unit 1.00 1.00 32,000,000 32,000,000
29 Logo LANAL BINTAN di R. Rapat Dia. 120 cm unit 1.00 1.00 15,000,000 15,000,000
30 Logo LANAL BINTAN di R. Komandan Dia. 85 cm unit 1.00 1.00 10,000,000 10,000,000
31 Logo LANAL BINTAN di R. Lobby Dia. 130 cm unit 1.00 1.00 17,000,000 17,000,000
31 Lampu Sorot Mako dan Gapura unit 4.00 4.00 600,000 2,400,000
32 Waterprofing Membran Bakar Expose, Bitumen Granule Green (MAKO) m2 931.81 931.81 350,000 326,133,500
33 Waterprofing Membran Bakar Expose, Bitumen Granule Green (POS) m2 97.75 97.75 350,000 34,212,500
34 Wallpaper Dinding LT 1 dan LT 2 m2 230.25 230.25 165,000 37,990,590
35 Pengadaan sofa 3 seater lengkap dengan meja ( lobby ) set 2 2.00 15,000,000 30,000,000
36 Pengadaan sofa 2 seater pcs 2 2.00 10,750,000 21,500,000
37 Sekat Partisi Urinoir Set 6 6.00 1,840,000 11,040,000
38 Pintu Utama Kaca Tampered 10 mm unit 1 1.00 10,000,000 10,000,000
39 Jendela PU unit 2 2.00 5,000,000 10,000,000
40 Frame Beton Pintu Utama m3 1.248 1.25 7,882,495 9,837,354
41 Finishing Keramik Motif m2 12.48 12.48 432,388 5,396,202
42 Paving Pos jaga m2 61.39 61.39 325,463 19,980,143
43 Kansteen Pos Jaga m1 15.25 15.25 185,000 2,821,250
44 Panel Outdor Supply Power di Lap. Apel (2000 watt) unit 1 1.00 11,900,000 11,900,000

45 Kabel nyfgby 2 x 2.5 mm m 56 56.00 62,400 3,494,400

46 Kabel nyy 4 x 35 mm (Panel LT 1 - Panel LT 2 ) m 5 5.00 427,300 2,136,500
47 Memasang kusen jendela almunium 4" type J1A lengkap unit 2 2.00 2,500,000 5,000,000
48 Memasang WPC wall Panel (Gapura) m2 13.34 13.34 650,000 8,671,000
49 Memasang gorden + vitras Type J1A lengkap aksesoris unit 2 2.00 2,500,000 5,000,000
50 Pengadaan Lemari Arsip Staff (Mako Lt. 1) unit 28 28.00 3,000,000 84,000,000
51 Pengadaan Lemari Arsip Staff (Mako Lt. 2) unit 11 11.00 3,000,000 33,000,000
52 Pengadaan Lemari Arsip Staff (Pos) unit 3 3.00 3,000,000 9,000,000
53 Tempat tidur Lengkap pos jaga unit 2 2.00 7,000,000 14,000,000
53 Penarikan Kabel SR Tw 2 x 10 mm (Mako - Pos) m1 350 350.00 28,875
54 Pemindahan Tiang Listrik dan Trafo di area pos Jaga unit 1 1.00 64,360,210 64,360,210
55 Paving Trotoar m2 78.72 78.72 -
56 CCTV Outdoor pos jaga unit 2 2.00
57 Instalasi CCTV titik 2 2.00 650,000
58 Monitor LED 32" unit 1 1.00 5,000,000
59 NVR unit 1 1.00 -
60 Membuat Meja Plaksa Unit 1 1.00 16,200,000 16,200,000
61 Membuat Meja Komandan Unit 1 1.00 21,000,000 21,000,000
62 Rabatan leveling rumah pompa m3 1.2 1.20 1,438,262 1,725,914
63 Pohon Cemara tinggi 1 - 1.5 m unit 22 520,000 11,440,000
64 Pembuatan Rumah Pompa
- Pas. Dinding Bata Merah m2 14.4 14.40 259,247 3,733,155
- Plesteran Dinding m2 28.8 28.80 94,374 2,717,960
- Acian Dinding m2 28.8 28.80 41,113 1,184,040
- Cat Dinding Exterior m2 28.8 28.80 59,111 1,702,404
- Kolom Praktis 12 x 12 m3 0.10368 0.10 8,767,264 908,990
- Balok Praktis 15 x 15 m3 0.207 0.21 9,352,601 1,935,988
- Rangka Atap Galvalume m2 6.25 6.25 250,000 1,562,500
- Spandek Galvalume m2 6.25 6.25 201,500 1,259,375
- Pintu Almini unit 1 1.00 2,500,000 2,500,000

2,300,220,277
 BACKDROP
jumlah L T m2 jumlah L T m2
KOMANDAN PALAKSA
Backdrop Belakang Meja 1 2.45 2.65 6.4925 Backdrop Belakang Meja 1 2.7 3.4 9.18
Backdrop skat 1 3.4 3.4 11.56 Head backdrop 1 2.7 0.6 1.62
Bacdrop Kolom 1 (Samping) 2 1.15 3.4 7.82 Bacdrop Kolom 1 (Samping) 2 0.85 3.4 5.78
Bacdrop Kolom 2 (Samping) 2 0.85 3.4 5.78 Bacdrop Kolom 1 (depan) 1 0.6 3.4 2.04
Bacdrop Kolom 2 (depan) 1 0.6 3.4 2.04 Bacdrop Kolom 2 (Samping) 1 0.85 3.4 2.89
Bacdrop Sofa 2 1.5 3.4 10.2 Backdrop dinding belakang 1 1.55 3.4 5.27
Bacdrop dinding selasar 1 6.6 3.4 22.44
Penutup Gorden 1 10.4 0.7 7.28 Penutup Gorden 1 6.6 0.7 4.62
73.6125 31.4
Pengurangan Pengurangan
Pintu P1 1 1.1 2.7 -2.97 Pintu P1 1 0.86 2.2 -1.892

JUMLAH TOTAL 70.6425 JUMLAH TOTAL 29.508

jumlah L T m2 jumlah L T m2
RAPAT LOBBY
Backdrop Belakang Screen 2 5.45 3.4 37.06 Backdrop Belakang Meja dan Sofa 2 4.85 3.4 32.98
Backdrop Samping Meja dan Sofa 4 1.75 3.4 23.8
Backdrop Kolom 1 (Samping) 2 0.85 3.4 5.78 Penutup Kolom 2 0.4 3.4 2.72
Backdrop Kolom 1 (Depan) 2 0.6 3.4 4.08
Backdrop Samping Logo 1 1.35 3.4 4.59

Penutup Gorden 1 8.5 0.7 5.95

57.46 59.5
Pengurangan Pengurangan

JUMLAH TOTAL 57.46 JUMLAH TOTAL 59.5

jumlah L T m2
LOUNGE
Backdrop Samping 2 2.75 3.4 18.7
Backdrop Depan 1 6.1 2.65 16.165
Backdrop Pojok 2 0.35 3.4 2.38
Backdrop Kolom 1 16 0.65 3.4 35.36
Rak 6 unit 0 0.8 0.4 0
Penutup Gorden Samping 2 3.88 0.7 5.432
Penutup Gorden Depan 2 1.15 0.7 1.61

79.647
Pengurangan

JUMLAH TOTAL 79.647