Panduan Analisa PU

Daftar Isi - 1

Daftar Isi - 2

II - 1

II - 2

II - 3

II - 4

II - 5

II - 6

II - 7

II - 8

II - 9

II - 10

II - 11

III - 1

III - 2

III - 3

III - 4

III - 5

III - 6

III - 7

IV - 1

Nama File : 1 – BOQ.WK3 dan 1 – BOQ.FM3

Nama File : 1 – BOQ.WK3 dan 1 – BOQ.FM3Nama File : 2 – UMUM.WK3 dan 2 – UMUM.FM3

Nama File : 1 – BOQ.WK3 dan 1 – BOQ.FM3Nama File : 3 – DIV1.WK3 dan 3 – DIV1.FM3


Nama File : 3 – DIV2.WK3 dan 3 – DIV2.FM3Identik dengan File-file

3 – DIV3.WK3 dan 3 – DIV3.FM3 s/d 3 – DIV9.WK3 dan 3 – DIV9.FM3

Nama File : 1 – BOQ.WK3 dan 1 – BOQ.FM3Nama File : 4 – BASIC.WK3 dan 4 – BASIC.FM3

Nama File : 1 – BOQ.WK3 dan 1 – BOQ.FM3Nama File : 6 – AGGR.WK3 dan 6 – AGGR.FM3

[1 – BOQ.WK3] 2

[1 – BOQ.WK3] 3

[1 – BOQ.WK3] 4

[1 – BOQ.WK3] 5

[1 – BOQ.WK3] 6

[1 – BOQ.WK3] 7

[1 – BOQ.WK3] 8

[4 – QUARRY.WK3] 9

[4 – BASIC.WK3] 22

[4 – BASIC.WK3] 23

[4 – BASIC.WK3] 24

[4 – BASIC.WK3] 25

[5 – ALAT.WK3] 26

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[5 – ALAT.WK3] 53

[5 – ALAT.WK3] 54

[5 – ALAT.WK3] 55

[5 – ALAT.WK3] 56

[6 – AGGR.WK3] 57

[6 – AGGR.WK3] 58

[3 – DIV1.WK3] 59

[3 – DIV1.WK3] 60

[3 – DIV2.WK3] 61

Analisa El – 21

Analisa El - 21

Analisa El - 21

[3 – DIV2.WK3] 62

Analisa El - 21

[3 – DIV2.WK3] 63

[3 – DIV2.WK3] 64

Analisa LI – 22

Analisa El - 21

Analisa El - 21

[3 – DIV2.WK3] 65

Analisa El - 21

[3 – DIV2.WK3] 66

[3 – DIV2.WK3] 67

Analisa El – 22

Analisa El - 21

Analisa El - 21

[3 – DIV2.WK3] 68

Analisa El - 21

[3 – DIV2.WK3] 69

[3 – DIV2.WK3] 70

Analisa El – 231

Analisa El - 21

Analisa El - 21

[3 – DIV2.WK3] 71

Analisa El - 21

[3 – DIV2.WK3] 72

Analisa El - 21

[3 – DIV2.WK3] 73

Analisa El - 21

[3 – DIV2.WK3] 74

Analisa El - 21

[3 – DIV2.WK3] 75

[3 – DIV2.WK3] 76

Analisa El - 233

Analisa El - 21

Analisa El - 21

[3 – DIV2.WK3] 77

Analisa El - 21

[3 – DIV2.WK3] 78

[3 – DIV2.WK3] 79

Analisa El – 241

Analisa El - 21

Analisa El - 21

[3 – DIV2.WK3] 80

Analisa El - 21

[3 – DIV2.WK3] 81

[3 – DIV2.WK3] 82

Analisa Ll – 242

Analisa El - 21

Analisa El - 21

[3 – DIV2.WK3] 83

[3 – DIV2.WK3] 84

Analisa Ll – 243

Analisa El - 21

Analisa El - 21

[3 – DIV2.WK3] 85

[3 – DIV3.WK3] 86

[3 – DIV3.WK3] 87

[3 – DIV3.WK3] 88

[3 – DIV3.WK3] 89

[3 – DIV3.WK3] 90

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[3 – DIV3.WK3] 101

[3 – DIV3.WK3] 102

[3 – DIV4.WK3] 103

[3 – DIV4.WK3] 104

[3 – DIV4.WK3] 105

[3 – DIV4.WK3] 106

[3 – DIV4.WK3] 107

[3 – DIV4.WK3] 108

[3 – DIV4.WK3] 109

[3 – DIV4.WK3] 110

[3 – DIV4.WK3] 111

[3 – DIV4.WK3] 112

[3 – DIV4.WK3] 113

[3 – DIV4.WK3] 114

[3 – DIV4.WK3] 115

[3 – DIV4.WK3] 116

[3 – DIV4.WK3] 117

[3 – DIV4.WK3] 118

[3 – DIV4.WK3] 119

[3 – DIV4.WK3] 120

[3 – DIV4.WK3] 121

[3 – DIV4.WK3] 122

[3 – DIV4.WK3] 123

[3 – DIV4.WK3] 124

[3 – DIV4.WK3] 125

[3 – DIV4.WK3] 126

[3 – DIV4.WK3] 127

[3 – DIV4.WK3] 128

ITEM PEMBAYARAN NO. : 5.4(1)JENIS PEKERJAAN : SEMEN Untuk Pondasi Tanah SemenSATUAN PEMBAYARAN : TON URAIAN HARGA SATUAN

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[3 – DIV5.WK3] 144


[3 – DIV5.WK3] 145


Bersambung

No. URAIAN KODE KOEF. SATUAN KETERANGAN

LTk

LsFht

(M12)

(E08)VFav1v2

Ts1T1T2T3T4T5

19.997.00

400.001.050.15

26.65

6.000.83

45.0060.00

26.6519.9940.0030.0010.00

I. 1

2 3 4 5 6

7

8 9

II. 1

2

II.1.

2. 2.a

ASUMSIPekerjaan dilakukan secara manualLokasi pekerjaan : sepanjang jalan Kondisi jalan : sedang / baik Jarak rata-rata Base Camp ke lokasi pekerjaan Jam kerja efektif per-hariSemen diangkut dari Base Camp ke lapangan dengan menggunakan Dump TruckSuatu hari dapat diselesaikan hamparan Soil Cement sepanjangFaktor hilang MaterialTebal hamparan

URUTAN KERJADump Truck mengangkut Semen dari BaseCamp ke lokasi pekerjaan Semen diatur / disusun ditempat hamparanSoil/tanah oleh tenaga manusia

PEMAKAIAN BAHAN, ALAT DAN TENAGABAHANBahan yang diperlukan / ton = (1xFh : 40x1000)

ALATDUMP TRUCKKapasitas Bak Faktor efisiensi alat Kecepatan rata-rata bermuatanKecepatan rata-rata kosong Waktu siklus- Waktu tempuh isi = (L : v1) x 60 - Waktu tempuh kosong = (L : v2) x 60 - Waktu mengisi - Waktu bongkar- Lain-lain

V x Fa x 60Kapasitas Prod. / Jam = Fh x Ts1

Koefisien Alat / M3 = 1 / Q1

TENAGALebar Soil CementKadar semen (3 – 12) %Berat jenis tanahSetiap hari dengan Produksi

= {(s : 100) x t x b x Ls} x Bj

Kebutuhan tenaga : - Pekerja - Mandor

Ts1

Q1

(E08)

bsBjQt

PM

126.65

2.25

0.4450

6.007.501.60

43.20

15.001.00

KmJam

M-M

Zak

Ton-

Km / Jam Km / Jam

menitmenitmenitmenitmenitmenit

Ton / Jam

Jam

M%

ton / M3 Ton

orangorang

Diambil rata-rata

Analisa El – 541

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[3 – DIV5.WK3] 152

[3 – DIV6.WK3] 153

[3 – DIV6.WK3] 154

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[3 – DIV6.WK3] 156

[3 – DIV6.WK3] 157

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[3 – DIV6.WK3] 159

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[3 – DIV6.WK3] 184

[3 – DIV6.WK3] 185

[3 – DIV7.WK3] 186

[3 – DIV7.WK3] 187

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.

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[3 – DIV7.WK3] 211

[3 – DIV7.WK3] 212

[3 – DIV8.WK3] 213

[3 – DIV8.WK3] 214

[3 – DIV8.WK3] 215

[3 – DIV8.WK3] 216

[3 – DIV8.WK3] 217

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[3 – DIV9.WK3] 264

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[3 – DIV10.WK3] 296

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Panduan Analisa PU

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