Rab Kosong -Pagar

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Perhitungan Besi dan CetakanKode Balok : 1 Kode Kolom : 2 Kode Pelat : 3 Lantai Kode Nama Struktur Sloof S1 Kolom K.P Kolom K.2 Kolom K.1 Kolom K.1 Kolom K.3 Plat Lantai Plat Pondasi P1 B1 B1 B2 RB1 BPN 15/20 13x13 15x15 20x20 15x45 15x90 100x10 80x25 20x20 15x20 15x30 13x20 10x80 Dia (M)

Input Output Awal Output Finalb=lebar (M) 0.15 0.13 0.15 0.20 0.15 0.15 1.00 0.80 0.20 0.15 0.15 0.13 0.10 h=tinggi (M) 0.25 0.13 0.15 0.20 0.45 0.90 0.10 0.25 0.20 0.20 0.30 0.20 0.90 Luas (M2) 0.04 0.02 0.02 0.04 0.07 0.14 0.10 0.20 0.04 0.03 0.05 0.03 0.09 Panjang/m3 (M) 26.67 59.17 44.44 25.00 14.81 7.41 10.00 5.00 25.00 33.33 22.22 38.46 11.11 Banyak (BH) 4.00 4.00 4.00 4.00 8.00 16.00 12.00 15.33 4.00 4.00 6.00 4.00 22.00 Pjg Total (M) 106.67 236.69 177.78 100.00 118.52 118.52 120.00 76.67 100.00 133.33 133.33 153.85 244.44 Tul utama ( Dia ) 12.00 12.00 12.00 12.00 12.00 12.00 10.00 12.00 12.00 12.00 12.00 12.00 10.00 Berat/m Kg/M 0.89 0.89 0.89 0.89 0.89 0.89 0.62 0.89 0.89 0.89 0.89 0.89 0.62 Begel ( Dia ) 8.00 8.00 8.00 8.00 8.00 8.00 8.00 12.00 8.00 8.00 8.00 8.00 8.00 Berat/m Kg/M 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.89 0.39 0.39 0.39 0.39 0.39 Jrk Rata-Rata (M) 0.117 0.117 0.117 0.117 0.100 0.117 0.240 0.150 0.117 0.067 0.067 0.117 0.067 Byk Begel (BH) 230.00 509.00 382.00 216.00 150.00 65.00 43.00 35.00 216.00 501.00 335.00 331.00 168.00 Pjg 1 Begel Berat Besi (BH) (Kg) 0.64 0.36 0.44 0.64 1.04 1.94 2.04 1.94 0.64 0.54 0.74 0.50 1.84 152.77 282.42 224.14 143.32 166.77 154.97 108.59 128.34 143.32 225.11 216.18 201.88 272.67 Cetakan (M2) Nama Struktur 15/20 13x13 15x15 20x20 15x45 15x90 100x10 80x25 20x20 15x20 15x30 13x20 10x80

PAGAR & GAPURA

13.33 Sloof S1 23.08 Kolom K.P 20.00 Kolom K.2 15.00 Kolom K.1 15.56 Kolom K.1 14.44 Kolom K.3 12.00 Plat Lantai 6.50 Plat Pondasi P1 10.00 B1 13.33 B1 13.33 B2 15.38 RB1 20.00 BPN

ACTUAL CHECKPROGRAM PEKERJAAN LOKASINO. : : :

WAJIB BELAJAR 9 TAHUN PEMBANGUNAN PAGAR SDN 23/24 KOTA PADANG JL. VETERAN - PADANGANALISA HITUNGAN VOLUME STN

URAIAN PEKERJAAN SCKET

A. PEKERJAAN PAGAR I. PEKERJAAN PENDAHULUAN 1 Pembersihan lapangan dan Bongkrana Pagar lama 2 Pemasang Bouplank

Volume = Volume = + = =

1

1 80

ls M'

81.66 + 3.71 + 240.48 : 80.16

5.43 + 19.13 + 3

12.23 + 28.38

28.46 + 11.73 =

49.75

80

II. PEKERJAAN PONDASI 1 Galian Tanah Pondasi

Volume = P.Plat = = = P.Bt.Kl = = = Sloof + = = Volume = Urug.Pasir = = Volume = Lt.Kerja = = =

84.567 1.1 0.704 60.544 0.700 0.490 18.130 0.15 7.857 84.567 x x x x x x 0.8 x 86 0.7 x 37 0.25 x 0.75 = 0.8

M

1

209.52 5.89275

2 Urugan Pasir Bawah Pondasi

2.752 0.05 x 0.032 x 2.752 0.8 x 86 0.8

M

3 Cor Lantai Kerja

2.752 0.05 x 0.032 x 2.752 0.25 x 0.16 x 13.760 0.8 x 86 0.8

M

4 Pekerjaan Tapak Pondasi

Volume = = =

0.8 x 86

0.8

13.760

M

5 Pekerjaan Kolom Pondasi

Volume = = =

0.2 x 0.03 x 2.580 0.700 x 0.375 x 84.567 53.223

0.2 x 86

0.75

2.580

M

6 Pasang Aanstampang Batu kali 7 Pasang pondasi batu Kali 1 : 4 8 Urugan Kembali

Volume = Volume = Volume = =

0.7 x 0.6 x 2.752 3.626 -

0.2 x 0.375 x 2.752 3.122

37 37 2.752 -

= = 13.760 -

3.63 3.12 2.58

3.63 3.12 53.223

M M M

III. PEK. BETON DAN DINDING a. Beton 1 Pekerjaan Sloof

Volume = =

0.15 x 6.2856 0.2 x 8.6 0.13 x 1.2506

0.2 x

209.52

6.2856

M

2 Pekerjaan Kolom 20x20 cm

Volume = =

0.2 x

2.5 x

86

8.6

M

3 Pekerjaan Kolom 13x13 cm

Volume = =

0.13 x

2 x

37

1.2506

M

4 Pekerjaan Angker Kolom ke Bata

Volume = = =

4 x 79 2 x 40 396 x 0.39456 0.2 x 1.936 0.2 x 48.4

= =

316 80 = 156.24576

156.25

M

5 Pekerjaan Balok 20 x 20

Volume = =

1.936

M

ACTUAL pagar

Page 2

NO.

URAIAN PEKERJAAN SCKET Volume = = 0.13 x 4.18912

ANALISA HITUNGAN 0.2 x 161.12

VOLUME 4.18912

STN M

6 Pekerjaan Ring Balok 13 x 20

b. Dinding 1 Pek.Pasang Dinding Bata 1 : 2

Volume = = = Bata kol + = =

209.52 202.71 x 50.6775 1.3 x 13 63.6775 202.71 x 45.2 x 309.5425 1.3 x 117 426.5425 209.52 202.71 50.6775 1.65 16.5 117.855 x x x

2 0.25 40 x

4.81

63.6775

M

0.25

2 Pek.Pasang Dinding Bata 1 : 4

Volume = = Bata kol + = =

1.75 1 40 x 2.25

= =

354.7425 45.2

426.5425

M

3 Pelesteran Dinding 1 : 2

Volume = = = Bata kol + = =

2 0.25 2 = 40 x

4.81 101.355 0.25

117.855

M

4 Pelesteran Dinding 1 : 4

Volume = = Bata kol + = =

202.71 x 354.7425 x 1.65 x 115.5 824.985 0.45 x 47.25 0.4 x 83.808 131.058 86 2.55 x 1.9125 x 1.85 x

1.75 2 = 40 x

824.985 709.485 1.75

M

5 Afworking Beton

Volume = = + = =

2.5 x 209.52

42

131.058

M

6 Pek. Profil Hias Kepala Kolom 7 Pasang Teralis

Volume = Volume = = +

86 Unit 0.75 17 0.75 33.9 = = 32.5125 1.3875 = 33.9 3.6 Unit 0 M M

8 Pek. Pintu Baja 9 Pek. Pasang Batu Candi

Volume = Volume = + + + = =

1.8 x 0.55 2.55 1.85 1.5 95.35 0 x x x x x

2 2.2 1 1 1 2 x x x x 20 16 1 19

= = = = =

3.6 24.2 40.8 1.85 28.5

III. PEK. PENGECATAN 1 Cat Batu Candi Dg Cat Propan 2 Cat Tembok dg cat arshield

Volume = Volume = =

0 117.855 + 824.985 + 1073.898 131.058 0

0 1073.898

M M

B. PEK. GAPURA & POS JAGA I. PEKERJAAN PENDAHULUAN 1 Pembersihan Lapangan

Volume = =

5 x 18.25 5 + 3.65 + 31.9

3.65 + + 5 + 3.65 +

3.65 x 13.3225 3.65 + 3.65 +

3.65 = 3.65 3.65 31.5725

31.5725

M

2 Pemasang Bouplank

Volume = + =

31.9

M'

IV. PEKERJAAN PONDASI 1 Galian Tanah Pondasi

Volume = Pon.P1 = = = Sloof + = Pon.BK = Pon.BT =

9.940 1.1 0.704 5.632 0.15 0.930 0.7 0.2 x x x x x 0.8 x 8 0.25 x 1 x 0.3 x 0.8

M

24.8 4.35 = 5.55 = 3.045 0.333 = 9.940

ACTUAL pagar

Page 3

NO.

URAIAN PEKERJAAN SCKET Volume = Urug.Pasir = = Volume = Lt.Kerja = = =

ANALISA HITUNGAN

VOLUME 0.256

STN M

2 Urugan Pasir Bawah Pondasi

0.05 x 0.032 x 0.256

0.8 x 8

0.8

3 Cor Lantai Kerja

0.256 0.05 x 0.032 x 0.256 0.25 x 0.16 x 1.280 0.8 x 8 0.8

M

4 Pekerjaan Tapak Pondasi

Volume = = =

0.8 x 8

0.8

1.280

M

5 Pekerjaan Kolom Pondasi

Volume = = =

0.15 x 0.0675 x 0.405 0.2 x 0.375 x 0.05 x 0.05 x 0.4 x 0.25 x

0.3 + 0.75 x

0.15 x 8

0.15

0.405

M

6 Pekerjaan Aansatmpang Batu kali 7 Pekerjaan Pondasi Batu Kali 8 Urugan Pasir Bawah Pondasi Bata 9 Cor Lantai Kerja 10 Pasang Pondasi bata 11 Urugan Kembali

Volume = Volume = Volume = Volume = Volume = Volume =

0.7 x 0.6 x 0.2 x 0.2 x 5.55 9.940

4.35 4.35 5.55 5.55

= = = = = =

0.609 0.97875 0.0555 0.0555 2.22 2.485

0.609 0.979 0.056 0.056 2.220 2.485

M M M M M M

V. PEKERJAAN BETON DAN DINDINGa. Beton

1 Pekerjaan Sloof 2 Pekerjaan Kolom L.15/30 3 Pekerjaan Kolom 15/15

Volume = Volume = Volume = +

0.15 x 0.15 x 0.15 x 0.15 x

0.2 x 0.45 x 0.15 x 0.15 x

11.7 8 x 2 x 8 x

= 2.9 = 2.9 = 2.35 = = 2 = = = = 2 = = = 2 = = = =

0.351 1.566 0.1305 0.423 0.5535 0.432 0.324 1.17 0.459 0.0945 0.5535 0.297 0.189 0.486 0.0312 0.072

0.351 1.566 0.5535

M M M

4 Pekerjaan Kolom 15/90 5 Pekerjaan Balok B.1 (15/20) 6 Pekerjaan Balok B.2 (15/30) 7 Pekerjaan Balok BPN (10/80)

Volume = Volume = Volume = Volume = +

0.15 x 0.15 x 0.15 x 0.1 x 0.1 x

0.9 x 0.2 x 0.3 x 0.9 x 0.9 x

1.6 x 10.8 26 5.1 0.525 x

0.432 0.324 1.17 0.5535

M M M M

8 Pekerjaan Plat Beton t-10 cm

Volume = +

1.65 x 1.05 x

1.8 x 0.9 x

0.1 0.1 x

0.486

M

9 Pekerjaan Balok Meja Beton (13/20) 10 Pekerjaan Meja Plat Beton t-10 cm

Volume = Volume =

0.13 x 0.6 x

0.2 x 1.2 x

1.2 0.1

0.0312 0.072

M M

b. Dinding

L. Kozen = J1/2 = P1/1 = V1/5 =

0.8 x 0.8 x 0.2 x

1.15 x 2.15 x 0.5 x

2 1 5

= = = = = = 6.33 1.62 =

1.84 1.72 0.5 4.06 7.95 7.95 21.019 M M

1 Pasangan bata 1 : 2

Volume = +

4.22 x 4.05 x

1.5 0.4

2 Pasangan bata 1 : 4

Volume = + + =

4.22 4.05 4.6 25.079

x x x -

1.2 2.5 2.15 4.06

= = =

5.064 10.125 9.89 = 21.019

ACTUAL pagar

Page 4

NO.

URAIAN PEKERJAAN SCKETc. Kozen

ANALISA HITUNGAN

VOLUME

STN

1 Kozen Aluminium 4"

Volume = =

2.3 + 4.7 x

2.4 2

9.4 = = = = 9.4 2 1 5

M'

2 Pasang Daun Jendela 3 Pasang Pintu Fiber Komplit (kozen dan daun + Acc) 4 Pasang Jalusi Ventilasi Beton (kosong 10x40 cm)d. Pelesteran

2 Unit 1 Unit 5 Unit

1 Pelesteran 1 : 2 2 Pelesteran 1 : 4 3 Afworking Beton

Volume = Volume = Volume = + + + + + +

7.95 x 21.019 x 0.3 0.9 0.3 1.65 1.05 2 2 x x x x x x x

2 2 2.9 1.8 2.25 1.8 0.9 5.1 5.3 x x x x x x x 2 8 8 1 2 1 2 = = = = = = = = 1.74 12.96 5.4 2.97 1.89 10.2 21.2 56.36 15.6 28.275 31.