asd

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By : Budi Santoso, ST

SLOOF

WF

KOLOM

BALOK

ANALISA PERHITUNGAN

PONDASI P. BATU KALIA. HARGA

P. BORED PILE

PLAT LANTAI S6

S7

S8

P. PLAT 2

P. BATU KALI

P. BORED PILE

S6

S7

S8

P. PLAT 2

ANALISA PERHITUNGAN : DATA SLOOFTULANGAN UTAMA Tump ANALISA HARGA :

Diameter 13 mm Atas 3 D 13 Harga : Rp 7,751,846.41 Panjang tul 135.750 m Bawah 2 D 13Volume tul 141.373 kg Sengkang 8 150

SENGKANG (TUMPUAN) LapDiameter 8 mm 2 D 13Jarak 150 mm 3 D 13Pjg total 68.952 m 8 200Volume tul 27.194 kg

INSERT PANJANG : 30.000 M

SLOOF S1SENGKANG (LAPANGAN) HASIL : KET :Diameter 8 mm Vol tulangan 198.959 kg B 0.15 mJarak 200 mm Vol beton 1.350 m3 H 0.30 mPjg total 77.064 m Kg/m3 147.38 kg/m3 Luas 0.05 m2Volume tul 30.393 kg

TUMPUAN LAPANGAN

ANALISA PERHITUNGAN : DATA BALOK ANALISA HARGA :

TULANGAN UTAMA Tump Lap Harga Rp 471,208.06

Diameter 13 mm Atas 2 D 13 2 D 13

Panjang tul 4.000 m Bawah 2 D 13 2 D 13

Volume tul 4.166 kg Sengkang 8 ### 8 ###

SENGKANG (TUMPUAN)

Diameter 8 mm BALOK BP1

Jarak 150 mm KET :

Pjg total 5.856 m INSERT PANJANG : 1.000 M B 0.40 m

Volume tul 2.310 kg H 0.20 m

HASIL : Luas 0.08 m2

SENGKANG (LAPANGAN) Vol tulangan 8.400 kg

Diameter 8 mm Vol beton 0.080 m3

Jarak 200 mm Kg/m3 104.997 kg/m3

Pjg total 4.88 m

Volume tul 1.925 kg

TUMPUAN LAPANGAN

ANALISA PERHITUNGAN : DATA KOLOM

TULANGAN UTAMA Tul Utama ANALISA HARGA :

Diameter 16 mm 6 D 16 Harga Rp 731,262.65

Panjang tul 6 m Sengkang

Volume tul 9.465 kg 16 150

SENGKANG

Diameter 16 mm

Jarak 150 mm

Panjang tul 8.736 m

Volume tul 13.781 kg INSERT PANJANG : 1.000 M

KOLOM K1 HASIL :

KET : Vol tulangan 23.247 kg B 0.25 m

Tul utama 6 D16 Vol beton 0.100 m3 H 0.40 m

Sengkang ∅8-125 Kg/m3 232.466 kg/m3 Luas 0.10 m2

WF 150 x 75 HITUNG : HASIL :

TULANGAN UTAMA (T1) Berat wf 14.0000 kg

Diameter 10 mm Vol beton 0.002 m3

Pjg tul utama Vol tulangan 4.881 kg

Atas 2.00 m'

Bawah 2.00 m'

Samping 2.00 ANALISA HARGA :

Tot pjg 6.00 m' Harga Wf Rp 394,926.00

Volume tul 3.70 kg Beton Rp 10,513.83

Jumlah Rp 405,439.83

Ket : SENGKANG (T2)

Ukuran Wf 75 x 150 Diameter 8.00 mm

Tul atas 2 P 10 Jarak 300 m

Tul bwh 2 P 10 Panjang Tul 3 m

Tul samping 2 P 10 Volume tul 1.18 kg

Sengkang ∅8-300

B 0.217 m

H 0.135 m WF

A balok 0.0293 m2

Section area 17.8500 cm2

Input panjang1.000 m' A balok/cm2 292.9500 cm2

A Wf 0.0275 m2

Unit weight 14.0000 kg

Volume tul 4.8805 kg

Volume Wf 0.0275 m3

Berat Wf 14.0000 kg

F20

dari tabel wf

PLAT TYPE S6

LX 1

LY 1

Tebal plat 0.15

HITUNG :

Arah Y > ∅10-300 10 300 6.282 31.41 19.356 kg

Arah Y < ∅12-150 12 150 1.01 8.08 7.170 kg

Arah Y < ∅12-150 12 150 1.01 8.08 7.170 kg

Arah X > ∅12-150 12 150 2.154 17.232 15.291 kg

Arah X > ∅12-150 12 150 1.077 8.616 7.646 kg

Arah X > ∅12-150 12 150 1.077 8.616 7.646 kg

64.278 kg

HASIL :

Vol tulangan 64.278 kg

Vol beton 0.15 m3

Kg/m3 428.51694924 kg/m3

ANALISA HARGA :

Harga ###

PLAT S7

Mesh M8-150

Berat mesh 61.790 kg

Luas Mesh 8.50 m2

P 1.00 m

L 1.00 m

Tebal plat 0.150 m

Luas plat 1.000 m2

Luas bekisting 1.6 m2

Kebutuhan Mesh

Mesh/lbr 1.000 lbr

Mesh/kg 61.79 kg

Vol mesh 123.58 kg

Volume beton 0.150 m3

PLAT S8

Mesh M6-150

Berat mesh 34.760 kg

Luas Mesh 8.50 m2

P 1.00 m

L 1.00 m

Tebal plat 0.150 m

Luas plat 1.000 m2

Luas bekisting 1.6 m2

Kebutuhan Mesh

Mesh/lbr 1.000 lbr

Mesh/kg 34.76 kg

Vol mesh 69.52 kg

Volume beton 0.150 m3

PONDASI BATU KALI INSERT PANJANG :

HITUNG : 1.000 m

Urugan Pasir

B1 0.700 m

B1' 0.797 m

T1 0.145 m

Luas 0.109 m2

Volume 0.109 m3

Batu Pecah

B2 0.797 m

B2' 0.897 m

T2 0.150 m

Luas 0.127 m2

Volume 0.127 m3

Batu Kali

B3 0.600 m

B3' 0.250 m

T3 0.525 m

Luas 0.223 m2

Volume 0.223 m3

HASIL :

Tanah Urug Volume

B3 0.148 m Galian tanah 0.798 m3

B3' 0.498 m Urugan pasir 0.109 m3

T3 0.525 m Pasangan pondasi 0.223 m3

Luas 0.339 m2 Urugan tanah kembali 0.339 m3

Volume 0.339 m3

ANALISA HARGA :

Galian tanah Rp 44,499.78

Urugan pasir Rp 19,654.91

Pasangan pondasi Rp 138,437.79

Urugan tanah kembali Rp 5,345.65

Jumlah Total Rp 207,938.14

MENU

PONDASI PLAT TYPE 2 Tul Bgkk HASIL :

Lebar telapak : 2 m Diameter 13 mm Volume

Jumlah Pond. Plat 1 m n tul 4 Galian tanah 9.307 m3

Panjang tul 9.492 m Urugan pasir 0.560 m3

HITUNG : Volume tul 9.885 kg Volume beton 2.040 m3

Urugan Pasir Urugan tanah kembal 6.706 m3

Luas 0.280 Tul Lrs Vol tulangan 171.745 kg

Volume 0.560 m3 Diameter 13 mm

n tul 4

Tanah Urug Pjg total 7.544 m

Luas 3.353 Volume tul 7.856 kg ANALISA HARGA :

Volume 6.706 m3 Galian tanah Rp 519,080.85

Sengkang Klm Urugan pasir Rp 101,489.66

Volume Beton Diameter 13 mm### 1 Volume beton ###

Luas 1.020 Jarak 100 mm### 1 Urugan tanah kembal Rp 105,706.05

Volume 2.040 m3 Pjg total 25.574 m 13 0 Jumlah Total ###

Volume tul 26.633 kg 1

Sengkang Tlpk ### 4

Diameter 13 mm### 1

Jarak 150 mm 13 0

Pjg total 61.152 m 4

Volume tul 127.370 kg

MENU

BORED PILE HITUNG : ANALISA HARGA :

Ket : TULANGAN UTAMA (T1) Pengeboran Rp 104,201,826.30

Tul utama D16 Diameter 16 mm Beton Rp 120,794,473.80

Sengkang ∅8-150 Panjang tul 3932.5 m Tulangan Rp 107,291,602.31

Diameter 0.6 m Volume tul 6203.66 kg Jumlah Total Rp332,287,902.41

Input pjg 30.000 m'

Jumlah PB 13.000 bh SENGKANG SPIRAL

Diameter 8 mm

DATA PB Jarak 150 mm

Tul Utama Panjang tul 7347.600 m

10 D 19 Volume tul 2,897.776 kg

Sengkang spiral HASIL :

8 150 Vol beton 110.214

Vol tulangan 9101.436

PILE CAP HITUNG : HASIL :

Ket : SENGKANG Vol beton 17.55

Diameter 13 mm Panjang tot 260 m Vol tulangan 270.769

Jarak 150 mm

B 1.5 m

H 1.5 m

T 0.6 m

Panjang Skg 3.6 m

m3

kg

m3

kg

ANALISA PERHITUNGAN UPAH DAN BAHANPEKERJAAN KONSTRUKSI

Boq No : F-3 Pekerjaan StrukturPekerjaan : A. PEKERJAAN TANAHJenis Pekerjaan : Pekerjaan Galian TanahVolume : m3Total Biaya : Rp 55,774.10

No. Uraian Satuan Koef Harga Satuan Jumlah ( Rp ) ( Rp )

1 Upah PekerjaTk. Gali tanah oh 0.7350 65,800.00 48,363.00 Mandor oh 0.0730 85,700.00 6,256.10

2 Bahan

3 Alat BantuPacul bh 0.0250 45,000.00 1,125.00 Benang rami glg 0.0150 2,000.00 30.00

Sub Total 55,774.10

Total 55,774.10


Boq No : F-3 Pekerjaan StrukturPekerjaan : A. PEKERJAAN TANAH

Pekerjaan Urugan TanahVolume : m3Total Biaya : Rp 15,761.90


1 Upah PekerjaTk. Gali tanah oh 0.1920 65,800.00 12,633.60 Mandor oh 0.0190 85,700.00 1,628.30

2 Bahan

3 Alat BantuPacul bh 0.0250 45,000.00 1,125.00 Pengki bh 0.0150 25,000.00 375.00

Sub Total 15,761.90

Total 15,761.90

MENU



Pekerjaan Urugan Pasir Bawah PondasiVolume : m3Total Biaya : Rp 181,097.00


1 Upah PekerjaPekerja oh 0.3000 55,800.00 16,740.00 Mandor oh 0.0100 85,700.00 857.00

2 BahanPasir urug m3 1.2000 135,000.00 162,000.00


Sub Total 181,097.00

Total 181,097.00



Pekerjaan Urugan Pasir Bawah LantaiVolume : m3Total Biaya : Rp 181,097.00


1 Upah PekerjaPekerja oh 0.3000 55,800.00 16,740.00 Mandor oh 0.0100 85,700.00 857.00

2 BahanPasir urug m3 1.2000 135,000.00 162,000.00



Total 181,097.00



Pembuangan Tanah Sejauh 200 meterVolume : m3Total Biaya : Rp 55,425.40


1 Upah PekerjaPekerja oh 0.6880 55,800.00 38,390.40 Mandor oh 0.0500 85,700.00 4,285.00

2 Bahan

3 Alat BantuPacul bh 0.2000 45,000.00 9,000.00 Pengki bh 0.1500 25,000.00 3,750.00

Sub Total 55,425.40

Total 55,425.40


Boq No : F-3 Pekerjaan StrukturPekerjaan : B. PEKERJAAN PONDASI

Pondasi Batu Kali(150 kg besi + bekisting)

Volume : m3Total Biaya : Rp 620,449.50


1 Upah PekerjaPekerja oh 1.5000 55,800.00 83,700.00 Tukang batu oh 0.6000 65,800.00 39,480.00 Kepala tukang oh 0.0600 75,700.00 4,542.00 Mandor oh 0.0750 85,700.00 6,427.50

2 BahanBatu belah 15/20 cm m3 1.1000 165,000.00 181,500.00 Semen Portland (PC) Kg 163.0000 1,200.00 195,600.00 Pasir Pasang m3 0.5200 185,000.00 96,200.00

3 Alat BantuEmber aduk bh 1.0000 6,000.00 6,000.00 Pacul bh 0.1000 45,000.00 4,500.00 Sekop bh 0.1000 25,000.00 2,500.00


Total 620,449.50


Pondasi Plat Gabungan (PC 1)(150 kg besi + bekisting)

Volume : m3Total Biaya : ###


1 Upah PekerjaPekerja oh 4.3000 55,800.00 239,940.00 Tukang batu oh 0.3500 65,800.00 23,030.00 Tukang kayu oh 1.0400 65,800.00 68,432.00 Tukang besi oh 1.0500 65,800.00 69,090.00 Kepala tukang oh 0.2450 75,700.00 18,546.50 Mandor oh 0.1650 85,700.00 14,140.50

2 BahanKayu terentang m3 0.2000 2,640,225.00 528,045.00 Paku biasa 2"-5" Kg 1.5000 11,610.00 17,415.00 Minyak bekisting kg 0.4000 21,525.00 8,610.00 Besi beton Kg 150.0000 10,126.00 1,518,900.00 Kawat beton Kg 2.2500 12,000.00 27,000.00 Semen portland Kg 323.0000 1,200.00 387,600.00 Pasir beton m3 0.5200 177,000.00 92,040.00 Koral beton m3 0.7800 210,600.00 164,268.00 Benang rami glg 0.0150 2,000.00 30.00

3 Alat BantuEmber aduk bh 1.0000 6,000.00 6,000.00 Pacul bh 0.1000 45,000.00 4,500.00 Sekop bh 0.1000 25,000.00 2,500.00

Sub Total 3,190,087.00

Total 3,190,087.00



Pondasi Plat 1 (PP 1)(150 kg besi + bekisting)




2 BahanKayu terentang m3 0.2000 2,640,225.00 528,045.00 Paku biasa 2"-5" kg 1.5000 11,610.00 17,415.00 Minyak bekisting Lt 0.4000 21,525.00 8,610.00 Besi beton kg 150.0000 10,126.00 1,518,900.00 Kawat beton kg 2.2500 12,000.00 27,000.00 Semen portland kg 323.0000 1,200.00 387,600.00 Pasir beton m3 0.5200 177,000.00 92,040.00 Koral beton m3 0.7800 210,600.00 164,268.00 Benang rami glg 0.0150 2,000.00 30.00

3 Alat BantuEmber aduk bh 1.0000 6,000.00 6,000.00 Pacul bh 0.0250 45,000.00 1,125.00 Sekop bh 0.0150 40,000.00 600.00

Sub Total 3,184,812.00

Total 3,184,812.00



Pondasi Plat 2 (PP 2)(150 kg besi + bekisting)




2 BahanKayu terentang m3 0.2000 2,640,225.00 528,045.00 Paku biasa 2"-5" kg 1.5000 11,610.00 17,415.00 Minyak bekisting Lt 0.4000 21,525.00 8,610.00 Besi beton kg 150.0000 10,126.00 1,518,900.00 Kawat beton kg 2.2500 12,000.00 27,000.00 Semen portland kg 323.0000 1,200.00 387,600.00 Pasir beton m3 0.5200 177,000.00 92,040.00 Koral beton m3 0.7800 210,600.00 164,268.00 Benang rami glg 0.0150 2,000.00 30.00


Sub Total 3,184,812.00

Total 3,184,812.00

ANALISA PERHITUNGAN UPAH DAN BAHAN

PEKERJAAN KONSTRUKSI


Pondasi Bor Piled ( D30cm) Pengeboran D30 cm /m', Bored Pile

Volume : m'Total Biaya : Rp 97,603.60


1 Upah Tukang gali oh 0.1600 65,800.00 10,528.00 Mandor oh 0.0080 85,700.00 685.60

2 Alat Bantu Crawler Crane jam 0.1300 322,000.00 41,860.00 Mesin Bor jam 0.1300 215,000.00 27,950.00

3 Lain-lainOli+Solar ls 1.0000 13,500.00 13,500.00 Alat Bantu ls 0.2200 14,000.00 3,080.00

Sub Total 97,603.60

Total 97,603.60



Pondasi Bor Piled ( D30cm) Beton D30cm /m3, Bored Pile

Volume : m3Total Biaya : Rp 945,450.00


1 Upah Pekerja oh 2.1000 55,800.00 117,180.00 Tukang batu oh 0.3500 65,800.00 23,030.00 Kepala tukang oh 0.0350 75,700.00 2,649.50 Mandor oh 0.1050 85,700.00 8,998.50

2 BahanSemen Portland (PC) kg 448.0000 1,200.00 537,600.00 Pasir Beton m3 0.4000 177,000.00 70,800.00 Koral Beton m3 0.8200 210,600.00 172,692.00

3 Lain-lain Alat Bantu : Pipa Tremi+Cas ls 1.0000 12,500.00 12,500.00


Total 945,450.00



Pondasi Bor Piled ( D30cm) Pembesian Bored Pile /kg

Volume : kgTotal Biaya : Rp 11,447.85


1 Upah Tukang besi oh 0.0050 65,800.00 329.00 Mandor oh 0.0005 85,700.00 42.85

2 BahanBesi Beton Ulir kg 1.0000 10,126.00 10,126.00 Kawat Beton ls 1.0000 250.00 250.00 Kawat Las ls 1.0000 100.00 100.00 Kawat Gantung ls 1.0000 600.00 600.00

Sub Total 11,447.85

Total 11,447.85


Boq No : F-3 Pekerjaan StrukturPekerjaan : C. PEKERJAAN LANTAI

Precast Plat Lantai HCSVolume : m2Total Biaya : Rp 350,700.00


1 Upah

Mandor oh 1.0000 85,700.00 85,700.00

2 BahanPrecast HCS m2 1.0000 265,000.00 265,000.00


Total 350,700.00



Floor Lantai Dasar Adukan K 275

1 m3 Beton Ad. 1 : 2 : 3 (150 Kg besi)Volume : m3Total Biaya : ###


1 Upah Pekerja oh 3.9000 55,800.00 217,620.00 Tukang batu oh 0.3500 65,800.00 23,030.00 Tukang besi oh 1.0500 65,800.00 69,090.00 Kepala tukang oh 0.2450 75,700.00 18,546.50 Mandor oh 0.1650 85,700.00 14,140.50

2 BahanSemen Portland (PC) kg 232.0000 1,200.00 278,400.00 Pasir beton m3 0.5200 177,000.00 92,040.00 Koral Beton m3 0.7800 210,600.00 164,268.00 Besi beton kg 150.0000 10,126.00 1,518,900.00 kawat beton kg 2.2500 12,000.00 27,000.00


Sub Total 2,430,760.00

Total 2,430,760.00



Floor Lantai Adukan K 2751 m3 Beton Ad. 1 : 2 : 3 (150 Kg besi)



1 Upah Pekerja oh 3.9000 55,800.00 217,620.00 Tukang batu oh 0.3500 65,800.00 23,030.00 Tukang besi oh 1.0500 65,800.00 69,090.00 Kepala tukang oh 0.2450 75,700.00 18,546.50 Mandor oh 0.1650 85,700.00 14,140.50

2 BahanSemen Portland (PC) kg 232.0000 1,200.00 278,400.00 Pasir beton m3 0.5200 177,000.00 92,040.00 Koral Beton m3 0.7800 210,600.00 164,268.00 Besi beton kg 150.0000 10,126.00 1,518,900.00 kawat beton kg 2.2500 12,000.00 27,000.00


Sub Total 2,430,760.00

Total 2,430,760.00



Beton Tumbuk, 1Pc : 3Ps : 5KrVolume : m3Total Biaya : Rp 661,855.50


1 Upah Pekerja oh 1.6500 55,800.00 92,070.00 Tukang batu oh 0.2500 65,800.00 16,450.00 Kepala Tukang oh 0.0250 75,700.00 1,892.50 Mandor oh 0.0800 85,700.00 6,856.00

2 BahanSemen Portland (PC) kg 218.0000 1,200.00 261,600.00 Pasir beton m3 0.5200 177,000.00 92,040.00 Koral Beton m3 0.8700 210,600.00 183,222.00



Total 661,855.50



Pekerjaan Lapisan Beton Kedap Air (Eskalator)Volume : m3Total Biaya : Rp 991,984.50



2 BahanSemen Portland (PC) kg 400.0000 1,200.00 480,000.00 Pasir beton m3 0.4800 177,000.00 84,960.00 Koral Beton m3 0.8000 210,600.00 168,480.00 Pelapis Kedap air (MU 600) kg 1.2000 23,200.00 27,840.00



Total 991,984.50



Pekerjaan Lapisan Beton Kedap Air (Lift)Volume : m3Total Biaya : Rp 991,984.50



2 BahanSemen Portland (PC) kg 400.0000 1,200.00 480,000.00 Pasir beton m3 0.4800 177,000.00 84,960.00 Koral Beton m3 0.8000 210,600.00 168,480.00 Pelapis Kedap air (MU 600) kg 1.2000 23,200.00 27,840.00



Total 991,984.50


Boq No : F-3 Pekerjaan StrukturPekerjaan : D. PEKERJAAN BETON BERTULANG

Beton Bertulang Sloof + Bekisting(351 Kg besi)



1 Upah Pekerja oh 8.8500 55,800.00 493,830.00 Tukang batu oh 0.3500 65,800.00 23,030.00 Tukang kayu oh 1.5600 65,800.00 102,648.00 Tukang besi oh 1.4000 65,800.00 92,120.00 Kepala tukang oh 0.3310 75,700.00 25,056.70 Mandor oh 0.1700 85,700.00 14,569.00

2 BahanKayu terentang m3 0.2700 2,640,225.00 712,860.75 Paku biasa 2"-5" kg 2.0000 11,610.00 23,220.00 Minyak bekisting Lt 0.6000 21,525.00 12,915.00 Besi beton kg 351.0000 10,126.00 3,554,226.00 Kawat beton kg 3.0000 12,000.00 36,000.00 Semen portland kg 323.0000 1,200.00 387,600.00 Pasir beton m3 0.5200 177,000.00 92,040.00 Koral beton m3 0.7800 210,600.00 164,268.00


Sub Total 5,742,108.45

Total 5,742,108.45



Beton Bertulang Kolom + Bekisting(260 Kg besi)




2 BahanKayu terentang m3 0.4000 2,640,225.00 1,056,090.00 Paku biasa 2"-5" kg 4.0000 11,610.00 46,440.00 Minyak bekisting Lt 2.0000 21,525.00 43,050.00 Besi beton kg 260.0000 10,126.00 2,632,760.00 Kawat beton kg 4.5000 12,000.00 54,000.00 Semen portland kg 323.0000 1,200.00 387,600.00 Pasir beton m3 0.5200 177,000.00 92,040.00 Koral beton m3 0.7800 210,600.00 164,268.00 Kayu borneo balok m3 0.1500 5,055,750.00 758,362.50

Plywood 9 mm lbr 3.5000 230,522.00 806,827.00 Dolken kayu galam Ø-8-10/4 btg 20.0000 9,500.00 190,000.00


Sub Total 7,312,626.50

Total 7,312,626.50



Beton Bertulang Balok+ Bekisting(185 Kg besi)




2 BahanKayu terentang m3 0.3200 2,640,225.00 844,872.00 Paku biasa 2"-5" kg 3.2000 11,610.00 37,152.00 Minyak bekisting Lt 1.6000 21,525.00 34,440.00 Besi beton kg 185.0000 10,126.00 1,873,310.00 Kawat beton kg 3.0000 12,000.00 36,000.00 Semen portland kg 323.0000 1,200.00 387,600.00 Pasir beton m3 0.5200 177,000.00 92,040.00 Koral beton m3 0.7800 210,600.00 164,268.00 Kayu borneo balok m3 0.1400 5,055,750.00 707,805.00 Plywood 9 mm lbr 2.8000 230,522.00 645,461.60 Dolken kayu galam Ø-8-10/4 btg 16.0000 9,500.00 152,000.00


Sub Total 5,890,100.70

Total 5,890,100.70



Beton Bertulang Tangga+ Bekisting

(200 Kg besi)Volume : m3Total Biaya : ###



2 BahanKayu terentang m3 0.2500 2,640,225.00 660,056.25 Paku biasa 2"-5" kg 3.0000 11,610.00 34,830.00 Minyak bekisting Lt 1.2000 21,525.00 25,830.00 Besi beton kg 200.0000 10,126.00 2,025,200.00 Kawat beton kg 3.0000 12,000.00 36,000.00 Semen portland kg 323.0000 1,200.00 387,600.00 Pasir beton m3 0.5200 177,000.00 92,040.00 Koral beton m3 0.7800 210,600.00 164,268.00 Kayu borneo balok m3 0.1050 5,055,750.00 530,853.75 Plywood 9 mm lbr 2.5000 230,522.00 576,305.00 Dolken kayu galam Ø-8-10/4 btg 14.0000 9,500.00 133,000.00


Sub Total 5,543,935.90

Total 5,543,935.90



Beton Mutu K 275 u/ Perkuatan Kolom(180 Kg besi)




2 BahanKayu terentang m3 0.4000 2,640,225.00 1,056,090.00 Paku biasa 2"-5" kg 4.0000 11,610.00 46,440.00

Minyak bekisting Lt 2.0000 21,525.00 43,050.00 Semen Portland (PC) kg 400.0000 1,200.00 480,000.00 Pasir beton m3 0.4000 177,000.00 70,800.00 Koral Beton m3 0.8200 210,600.00 172,692.00 Grouting StoCrete NSG-H kg 80.0000 4,600.00 368,000.00 Besi beton kg 180.0000 10,126.00 1,822,680.00 kawat beton kg 2.2500 12,000.00 27,000.00 Kayu borneo balok m3 0.1500 5,055,750.00 758,362.50 Plywood 9 mm lbr 3.5000 230,522.00 806,827.00 Dolken kayu galam Ø-8-10/4 btg 20.0000 9,500.00 5,651,941.50


Sub Total 12,385,072.00

Total 12,385,072.00



Dinding Beton Bertulang + Bekisting(150 Kg besi)




2 BahanKayu terentang m3 0.2400 2,640,225.00 633,654.00 Paku biasa 2"-5" kg 3.2000 11,610.00 37,152.00 Minyak bekisting lt 1.6000 21,525.00 34,440.00 Besi beton polos kg 150.0000 10,126.00 1,518,900.00 kawat beton kg 2.2500 12,000.00 27,000.00 Semen Portland (PC) kg 323.0000 1,200.00 387,600.00 Pasir beton m3 0.5200 177,000.00 92,040.00 Koral Beton m3 0.7800 210,600.00 164,268.00 Kayu borneo balok m3 0.1600 5,055,750.00 808,920.00 Plywood 9 mm lbr 2.8000 230,522.00 645,461.60 Dolken kayu galam Ø-8-10/4 btg 2.4000 9,500.00 22,800.00 Storox - 100 kg 1.2000 23,200.00 27,840.00


Sub Total 5,032,932.70

Total 5,032,932.70


Boq No : F-3 Pekerjaan StrukturPekerjaan : E. PEK. CHEMICAL ANCHOR (MERK FISCHER)

Fischer injection mortar FIS VT 380 CVolume : ttkTotal Biaya : Rp 40,460.00


1 Upah Upah bor + pasang ttk 1.0000 9,500.00 9,500.00

2 BahanFTR - 19 ttk 1.0000 30,960.00 30,960.00

Sub Total 40,460.00

Total 40,460.00



Thereaded Rod + Fischer Chamical Capsul RM ( FTR M12 )

Volume : ttkTotal Biaya : Rp 43,995.00



2 BahanFTR M12 pc 1.0000 13,800.00 13,800.00 RM 12 pc 1.0000 24,195.00 24,195.00

Sub Total 43,995.00

Total 43,995.00




Volume : ttk

Total Biaya : Rp 67,790.00



2 BahanFTR M16 Pc 1.0000 24,150.00 24,150.00 RM 16 Pc 1.0000 35,640.00 35,640.00

Sub Total 67,790.00

Total 67,790.00




Volume : ttkTotal Biaya : Rp 104,050.00



2 BahanFTR M20 Pc 1.0000 44,850.00 44,850.00 RM 20 Pc 1.0000 49,200.00 49,200.00


Total 104,050.00



GroutingVolume : zakTotal Biaya : Rp 69,000.00


1 Upah

2 BahanStocrete NSG-H zak 1.0000 69,000.00 69,000.00 Standard non shrink grout25 Kg / zak

Sub Total 69,000.00

Total 69,000.00


Boq No : F-3 Pekerjaan StrukturPekerjaan : F. PEKERJAAN BESI

Pemasangan Rangka BajaVolume : kgTotal Biaya : Rp 28,209.00


1 Upah Pekerja oh 0.0200 55,800.00 1,116.00 Tukang Baja oh 0.0200 90,000.00 1,800.00 Mandor Baja oh 0.0700 115,000.00 8,050.00

2 BahanBesi Profil WF Kg 1.1000 11,700.00 12,870.00 Meni besi Kg 0.0800 12,000.00 960.00 Genzet 20KVa unit 0.0020 100,000.00 200.00 Travo Las unit 0.0010 100,000.00 100.00 Mata Gerinda bh 0.0030 20,000.00 60.00 Mata Bor bh 0.0030 25,000.00 75.00 Kawat Las kg 0.0030 20,000.00 60.00 Baut dia 12mm-1" bh 0.1500 1,500.00 225.00

3 Upah Erection+Transport Transport kg 1.0000 1,455.00 1,455.00 Pekerja oh 0.0100 55,800.00 558.00 Tukang Baja oh 0.0050 90,000.00 450.00 Mandor Baja oh 0.0020 115,000.00 230.00

Sub Total 28,209.00

Total 28,209.00


Boq No : F-3 Pekerjaan StrukturPekerjaan : G. PEKERJAAN BEKISTING

Pasang dan Bongkar BekistingVolume : m3Total Biaya : Rp 396,632.35


1 Upah Pekerja oh 0.5760 55,800.00 32,140.80 Tukang kayu oh 0.4800 65,800.00 31,584.00 Kepala tukang oh 0.0480 75,700.00 3,633.60 mandor oh 0.0100 85,700.00 857.00

2 Bahankayu terentang m3 0.0400 2,640,225.00 105,609.00 paku biasa 2"-5" kg 0.4000 11,610.00 4,644.00 Minyak bekisting lt 0.2000 21,525.00 4,305.00 Balok kayu borneo m3 0.0150 5,055,750.00 75,836.25 Plywood tebal 9mm lbr 0.3500 230,522.00 80,682.70 Dolken kayu galam Ø-8-10/4 btg 6.0000 9,500.00 57,000.00

2 Alat BantuPalu bh 0.0100 9,000.00 90.00

Gergaji bh 0.0100 25,000.00 250.00

0.58 Sub Total 396,632.35

Total 396,632.35


Boq No : F-3 Pekerjaan StrukturPekerjaan : H. PEKERJAAN SEWA ALAT

COLT DIESEL FE 74 / 125 PSVolume : unitTotal Biaya : Rp 300,000.00


1 COLT DIESEL FE 74 / 125 PS unit 1.0000 300,000.00 300,000.00 Capacity 7 tonDimensi Bak 14.538 m3


Total 300,000.00


Boq No : F-3 Pekerjaan StrukturPekerjaan : H. PEKERJAAN SEWA ALAT

HINO TRACTOR HEAD FM 320 PVolume : unitTotal Biaya : ###


1 HINO TRACTOR HEAD FM 320unit 1.0000 1,100,000.00 1,100,000.00 Capacity 7 tonDimensi Bak 14.538 m3

Sub Total 1,100,000.00

Total 1,100,000.00

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