Analisa Eskalasi
18
ANALISA ESKALASI No URAIAN PEKERJAAN MATERIAL + UPAH + UNTUNG KOEF. SAT. HARGA JUMLAH SATUAN HARGA ( Rp ) ( Rp ) 1 1 m2 Pasangan Batako 44,099.00 Bahan 32,125.00 - Batako 16.000 Bh 1,500.00 24,000.00 - Pasir Pasang 0.025 m3 105,000.00 2,625.00 - Semen 0.015 zak 40,000.00 600.00 - Beton Molen 0.100 jam 23,000.00 2,300.00 - Air Kerja 8.000 Ltr 200.00 1,600.00 - Alat Bantu 1.000 Ls 1,000.00 1,000.00 Upah 7,965.00 - Pekerja 0.150 oh 37,000.00 5,550.00 - Tukang Batu 0.030 oh 48,000.00 1,440.00 - Mandor 0.015 oh 65,000.00 975.00 Keuntungan Pemborong 10.000 % 4,009.00 2 1 m2 Plester + Acian 1 : 3 16,076.50 Bahan 1,725.00 - Semen 0.005 zak 40,000.00 200.00 - Pasir Pasang 0.005 m3 105,000.00 525.00 - Alat Bantu 1.000 ls 1,000.00 1,000.00 Upah 12,890.00 - Pekerja 0.200 oh 37,000.00 7,400.00 - Tukang Batu 0.030 oh 48,000.00 1,440.00 - Kepala Tukang 0.050 oh 55,000.00 2,750.00 - Mandor 0.020 oh 65,000.00 1,300.00 Keuntungan Pemborong 10.000 % 1,461.50 3 1 m2 Perapihan Kolom 11,528.00 Bahan 3,505.00 - Semen PC 0.080 zak 40,000.00 3,200.00 - Pasir Pasang 0.001 m3 105,000.00 105.00 - Alat Bantu 1.000 ls 200.00 200.00 Upah 6,975.00 - Pekerja 0.100 oh 37,000.00 3,700.00 - Tukang Batu 0.050 oh 48,000.00 2,400.00 - Kepala Tukang 0.010 oh 55,000.00 550.00 - Mandor 0.005 oh 65,000.00 325.00 Keuntungan Pemborong 10.000 % 1,048.00 4 1 m2 Perapihan Balok/Pelat 11,852.50 Bahan 3,800.00 - Semen PC 0.090 zak 40,000.00 3,600.00 - Alat Bantu 1.000 ls 200.00 200.00 Upah 6,975.00 - Pekerja 0.100 oh 37,000.00 3,700.00 - Tukang Batu 0.050 oh 48,000.00 2,400.00 - Kepala Tukang 0.010 oh 55,000.00 550.00
description
cost Eskalasi
Transcript of Analisa Eskalasi
ANALISA ESKALASI
No URAIAN PEKERJAAN
MATERIAL + UPAH + UNTUNGKOEFISIEN
KOEF. SAT.HARGA JUMLAHSATUAN HARGA KOMPONEN
( Rp ) ( Rp )
1 1 m2 Pasangan Batako 44,099.00 1.000
Bahan 32,125.00 - Batako 16.000 Bh 1,500.00 24,000.00 0.544 - Pasir Pasang 0.025 m3 105,000.00 2,625.00 0.060 - Semen 0.015 zak 40,000.00 600.00 0.014 - Beton Molen 0.100 jam 23,000.00 2,300.00 0.052 - Air Kerja 8.000 Ltr 200.00 1,600.00 0.036 - Alat Bantu 1.000 Ls 1,000.00 1,000.00 0.023Upah 7,965.00 - Pekerja 0.150 oh 37,000.00 5,550.00 0.126 - Tukang Batu 0.030 oh 48,000.00 1,440.00 0.033 - Mandor 0.015 oh 65,000.00 975.00 0.022
Keuntungan Pemborong 10.000 % 4,009.00 0.091
2 1 m2 Plester + Acian 1 : 3 16,076.50 1.000
Bahan 1,725.00 - Semen 0.005 zak 40,000.00 200.00 0.012 - Pasir Pasang 0.005 m3 105,000.00 525.00 0.033 - Alat Bantu 1.000 ls 1,000.00 1,000.00 0.062Upah 12,890.00 - Pekerja 0.200 oh 37,000.00 7,400.00 0.460 - Tukang Batu 0.030 oh 48,000.00 1,440.00 0.090 - Kepala Tukang 0.050 oh 55,000.00 2,750.00 0.171 - Mandor 0.020 oh 65,000.00 1,300.00 0.081
Keuntungan Pemborong 10.000 % 1,461.50 0.091
3 1 m2 Perapihan Kolom 11,528.00 1.000
Bahan 3,505.00 - Semen PC 0.080 zak 40,000.00 3,200.00 0.278 - Pasir Pasang 0.001 m3 105,000.00 105.00 0.009 - Alat Bantu 1.000 ls 200.00 200.00 0.017Upah 6,975.00 - Pekerja 0.100 oh 37,000.00 3,700.00 0.321 - Tukang Batu 0.050 oh 48,000.00 2,400.00 0.208 - Kepala Tukang 0.010 oh 55,000.00 550.00 0.048 - Mandor 0.005 oh 65,000.00 325.00 0.028
Keuntungan Pemborong 10.000 % 1,048.00 0.091
4 1 m2 Perapihan Balok/Pelat 11,852.50 1.000
Bahan 3,800.00 - Semen PC 0.090 zak 40,000.00 3,600.00 0.304 - Alat Bantu 1.000 ls 200.00 200.00 0.017Upah 6,975.00 - Pekerja 0.100 oh 37,000.00 3,700.00 0.312 - Tukang Batu 0.050 oh 48,000.00 2,400.00 0.202 - Kepala Tukang 0.010 oh 55,000.00 550.00 0.046
- Mandor 0.005 oh 65,000.00 325.00 0.027
Keuntungan Pemborong 10.000 % 1,077.50 0.091
5 1 m2 Keramik 30 x 30 63,107.00 1.000
Bahan 39,370.00 - Keramik 30 x 30 1.000 m2 30,000.00 30,000.00 0.475 - Semen PC 0.050 zak 40,000.00 2,000.00 0.032 - Pasir Pasang 0.020 m3 105,000.00 2,100.00 0.033 - Semen Warna 0.150 kg 1,800.00 270.00 0.004 - Alat Bantu 1.000 ls 5,000.00 5,000.00 0.079Upah 18,000.00 - Pekerja 0.200 oh 37,000.00 7,400.00 0.117 - Tukang Batu 0.100 oh 48,000.00 4,800.00 0.076 - Kepala Tukang 0.070 oh 55,000.00 3,850.00 0.061 - Mandor 0.030 oh 65,000.00 1,950.00 0.031
Keuntungan Pemborong 10.000 % 5,737.00 0.091
6 1 m2 Keramik 20 x 20 60,907.00 1.000
Bahan 37,370.00 - Keramik 20 x 20 1.000 m2 28,000.00 28,000.00 0.460 - Semen PC 0.050 zak 40,000.00 2,000.00 0.033 - Pasir Pasang 0.020 m3 105,000.00 2,100.00 0.034 - Semen Warna 0.150 kg 1,800.00 270.00 0.004 - Alat Bantu 1.000 ls 5,000.00 5,000.00 0.082Upah 18,000.00 - Pekerja 0.200 oh 37,000.00 7,400.00 0.121 - Tukang Batu 0.100 oh 48,000.00 4,800.00 0.079 - Kepala Tukang 0.070 oh 55,000.00 3,850.00 0.063 - Mandor 0.030 oh 65,000.00 1,950.00 0.032
Keuntungan Pemborong 10.000 % 5,537.00 0.091
7 1 m2 Dinding Keramik 20 x 20 60,907.00 1.000
Bahan 37,370.00 - Keramik 20 x 20 1.000 m2 28,000.00 28,000.00 0.460 - Semen PC 0.050 zak 40,000.00 2,000.00 0.033 - Pasir Pasang 0.020 m3 105,000.00 2,100.00 0.034 - Semen Warna 0.150 m3 1,800.00 270.00 0.004 - Alat Bantu 1.000 ls 5,000.00 5,000.00 0.082Upah 18,000.00 - Pekerja 0.200 oh 37,000.00 7,400.00 0.121 - Tukang Batu 0.100 oh 48,000.00 4,800.00 0.079 - Kepala Tukang 0.070 oh 55,000.00 3,850.00 0.063 - Mandor 0.030 oh 65,000.00 1,950.00 0.032
Keuntungan Pemborong 10.000 % 5,537.00 0.091
8 1 m2 Step Noising Tangga 10 x 20 51,176.40 1.000
Bahan 36,130.00 - Keramik 10 x 20 5.000 bh 6,000.00 30,000.00 0.586 - Semen PC 0.020 zak 40,000.00 800.00 0.016 - Pasir Pasang 0.030 m3 105,000.00 3,150.00 0.062 - Semen Warna 0.100 m3 1,800.00 180.00 0.004 - Alat Bantu 1.000 ls 2,000.00 2,000.00 0.039Upah 10,394.00
- Pekerja 0.125 oh 37,000.00 4,625.00 0.090 - Tukang Batu 0.063 oh 48,000.00 3,024.00 0.059 - Kepala Tukang 0.031 oh 55,000.00 1,705.00 0.033 - Mandor 0.016 oh 65,000.00 1,040.00 0.020
Keuntungan Pemborong 10.000 % 4,652.40 0.091
9 Peninggian Closet / Unit 35,334.56 1.000
Bahan 20,752.33 - Pas. Bataco 0.175 m2 44,099.00 7,717.33 0.218 - Pasir pasang 0.027 m3 105,000.00 2,835.00 0.080 - semen PC 0.180 zak 40,000.00 7,200.00 0.204 - Air Kerja 5.000 ltr 200.00 1,000.00 0.028 - Alat Bantu 1.000 ls 2,000.00 2,000.00 0.057Upah 11,370.00 - Pekerja 0.090 oh 37,000.00 3,330.00 0.094 - Tukang Batu 0.150 oh 48,000.00 7,200.00 0.204 - Kepala Tukang 0.007 oh 55,000.00 385.00 0.011 - Mandor 0.007 oh 65,000.00 455.00 0.013
Keuntungan Pemborong 10.000 % 3,212.23 0.091
10 1 m2 Screed 1 : 3 23,789.70 1.000
Bahan 13,270.00 - semen 0.023 zak 40,000.00 920.00 0.039 - Pasir pasang 0.070 m3 105,000.00 7,350.00 0.309 - Alat Bantu 1.000 ls 5,000.00 5,000.00 0.210Upah 8,357.00 - Pekerja 0.101 oh 37,000.00 3,737.00 0.157 - Tukang Batu 0.050 oh 48,000.00 2,400.00 0.101 - Kepala Tukang 0.025 oh 55,000.00 1,375.00 0.058 - Mandor 0.013 oh 65,000.00 845.00 0.036
Keuntungan Pemborong 10.000 % 2,162.70 0.091
10 1 m3 Readymix K-350 720,414.75 1.000
Bahan 610,522.50 - Beton readymix k-350 1.135 m3 533,500.00 605,522.50 0.841Alat - Concrete pump 1.000 m3 5,000.00 5,000.00 0.007Upah 44,400.00 - Pekerja 0.700 oh 37,000.00 25,900.00 0.036 - Tukang Batu 0.250 oh 48,000.00 12,000.00 0.017 - - Mandor 0.100 oh 65,000.00 6,500.00 0.009
Keuntungan Pemborong 10.000 % 65,492.25 0.091
10 1 kg besi beton 10,098.00 1.000
Bahan 8,240.00 - besi beton 1.150 kg 6,600.00 7,590.00 0.752 - kawat bendrat 0.020 kg 7,500.00 150.00 0.015 - alat bantu 1.000 m3 500.00 500.00 0.050Upah 940.00 -
- Tukang Besi 0.015 oh 48,000.00 720.00 0.071 - Kepala Tukang Besi 0.004 oh 55,000.00 220.00 0.022 -
Keuntungan Pemborong 10.000 % 918.00 0.091
kg besi beton 10,098.00
beton k 350 720,414.75
KOMPONEN FAKTOR HARGALAIN-LAIN TOTAL
KOEF. TETAP BBM SOLARBAHAN KONTRUKSI
BESI SEMEN ASPAL
0.150 0.000 0.000 0.558 0.000 0.292 1.000
Rumus : Index Hrg. Semen (Bn/Bo) = 1.096Hn = Ho ( a + b*Bn/Bo + c*Cn/Co + ..dst )
Koef. Kompon. (b*Bn/Bo) = 1.053
Hn = 46,455.32 Harga Baru
KENAIKAN = 5.34 %
0.150 0.000 0.000 0.012 0.000 0.838 1.000
Index Harga Semen = 1.096Rumus :Hn = Ho ( a + b*Bn/Bo + c*Cn/Co + ..dst ) Koef. Kompon. (b*Bn/Bo) = 1.001
Hn = 16,095.66 Harga Baru
KENAIKAN = 0.12 %
0.150 0.000 0.000 0.278 0.000 0.572 1.000
Index Harga Semen = 1.096Rumus :Hn = Ho ( a + b*Bn/Bo + c*Cn/Co + ..dst ) Koef. Kompon. (b*Bn/Bo) = 1.027
Hn = 11,834.51 Harga Baru
KENAIKAN = 2.66 %
0.150 0.000 0.000 0.304 0.000 0.546 1.000
Index Harga Semen = 1.096Rumus :Hn = Ho ( a + b*Bn/Bo + c*Cn/Co + ..dst ) Koef. Kompon. (b*Bn/Bo) = 1.029
Hn = 12,197.33 Harga Baru
KENAIKAN = 2.91 %
0.150 0.000 0.000 0.032 0.000 0.818 1.000
Index Harga Semen = 1.096Rumus :Hn = Ho ( a + b*Bn/Bo + c*Cn/Co + ..dst ) Koef. Kompon. (b*Bn/Bo) = 1.003
Hn = 63,298.57 Harga Baru
KENAIKAN = 0.30 %
0.150 0.000 0.000 0.033 0.000 0.817 1.000
Index Harga Semen = 1.096Rumus :Hn = Ho ( a + b*Bn/Bo + c*Cn/Co + ..dst ) Koef. Kompon. (b*Bn/Bo) = 1.003
Hn = 61,098.57 Harga Baru
KENAIKAN = 0.31 %
0.150 0.000 0.000 0.033 0.000 0.817 1.000
Index Harga Semen = 1.096Rumus :Hn = Ho ( a + b*Bn/Bo + c*Cn/Co + ..dst ) Koef. Kompon. (b*Bn/Bo) = 1.003
Hn = 61,098.57 Harga Baru
KENAIKAN = 0.31 %
0.150 0.000 0.000 0.016 0.000 0.834 1.000
Index Harga Semen = 1.096Rumus :Hn = Ho ( a + b*Bn/Bo + c*Cn/Co + ..dst ) Koef. Kompon. (b*Bn/Bo) = 1.001
Hn = 51,253.03 Harga Baru
KENAIKAN = 0.15 %
0.150 0.000 0.000 0.204 0.000 0.646 1.000
Index Harga Semen = 1.096Rumus :Hn = Ho ( a + b*Bn/Bo + c*Cn/Co + ..dst ) Koef. Kompon. (b*Bn/Bo) = 1.020
Hn = 36,024.21 Harga Baru
KENAIKAN = 1.95 %
0.150 0.000 0.000 0.039 0.000 0.811 1.000
Index Harga Semen = 1.096Rumus :Hn = Ho ( a + b*Bn/Bo + c*Cn/Co + ..dst ) Koef. Kompon. (b*Bn/Bo) = 1.004
Hn = 23,877.82 Harga Baru
KENAIKAN = 0.37 %
0.150 0.000 0.000 0.841 0.000 0.009 1.000
Index Harga Semen = 1.096Rumus :Hn = Ho ( a + b*Bn/Bo + c*Cn/Co + ..dst ) Koef. Kompon. (b*Bn/Bo) = 1.081
Hn = 778,414.99 Harga Baru
KENAIKAN = 8.05 %
0.150 0.000 0.752 0.000 0.000 0.098 1.000
Index Harga Besi = 1.179Rumus :Hn = Ho ( a + b*Bn/Bo + c*Cn/Co + ..dst ) Koef. Kompon. (b*Bn/Bo) = 1.134
Hn = 11,452.84 Harga Baru
KENAIKAN = 13.42 %
0.150 0.013 0.760 0.000 0.000 0.077 1.000
Index Harga Besi = 1.179Rumus : index harga solar = 1.243Hn = Ho ( a + b*Bn/Bo + c*Cn/Co + ..dst ) Koef. Kompon. (b*Bn/Bo) = 1.139
Hn = 11,499.86 Harga Baru
KENAIKAN = 13.88 %
0.150 0.060 0.000 0.629 0.000 0.161 1.000
Index Harga Besi = 1.179Rumus : Index harga solar = 1.243Hn = Ho ( a + b*Bn/Bo + c*Cn/Co + ..dst ) Koef. Kompon. (b*Bn/Bo+ c* 1.127
Hn = 811,817.53 Harga Baru
KENAIKAN = 12.69 %
kg besi beton harga awal = 10,098.00 11,499.86total besi = 146000 146000
1,474,308,000 1,678,978,898
beton k 350 harga awal = 720,414.75 811,818total beton = 1111 1111
800,380,787 901,929,276
0.150 0.013 0.760 0.000 0.000 0.077 1.000
Index Harga Besi = 1.179Rumus : index harga solar = 1.243Hn = Ho ( a + b*Bn/Bo + c*Cn/Co + ..dst ) Koef. Kompon. (b*Bn/ 1.139
Hn = 11,499.86 Harga Baru
KENAIKAN 13.88 %
0.150 0.060 0.000 0.629 0.000 0.161 1.000
Index Harga Besi = 1.179Rumus : Index harga solar = 1.243Hn = Ho ( a + b*Bn/Bo + c*Cn/Co + ..dst ) Koef. Kompon. (b*Bn/ 1.127
Hn = 811,817.53 Harga Baru
KENAIKAN 12.69 %
DAFTAR KOEFISIEN KOMPONEN PEKERJAANYANG MENDAPATKAN ESKALASI
PEKERJAAN SATUAN
KOMPONEN FAKTOR HARGA
KOEF. TETAP BBM SOLAR
STRUKTUR
Beton K-300 m3 0.150 0.013
Beton K-350 m3 0.150 0.060
Baja Tulangan / Besi Beton kg 0.150 0.013
Shortcrete / spray mortar t=10 cm / Grouting m3 0.150 0.060
Cast in place concrete piles d=600 mm m2 0.150 0.040
Erection Nos 0.150 0.280
ARSITEKTUR
Plester 1 : 3 m2 0.150 0.010
Plester 1 : 5 m2 0.150 0.094
Batako m3 0.150 0.577
INDEX HARGA
Mei Juni Juli
Solar 115.30 138.62 143.35
Besi 115.18 130.64 135.74
Semen 104.40 111.78 114.10
JUNI / MEI JULI / MEISolar 1.20 1.24Besi 1.13 1.18Semen 1.07 1.09
Hn = Ho ( a + b*Bn/Bo + c*Cn/Co + ..dst )Ho Hn Juni Hn Juli
StrukturBeton K-300 700,000.00 732,420.87 742,407.51
Volume 12.00 13.00Beton K-350 720,414.00 761,188.78 773,031.80
Volume 12.00 12.00Besi Beton 10,098.00 11,154.66 11,499.86
VolumeGrouting 25,000.00 25,904.24 26,154.67
VolumeTiang Pancang 800,000.00 852,766.78 869,149.49
VolumeErection 100,000.00 105,663.14 106,811.80
VolumeArsitektur
Plester 1 : 3 25,000.00 26,181.60 26,547.41Volume
Plester 1 : 5 30,000.00 31,579.81 32,012.83Volume
Batako 54,000.00 60,370.57 61,670.38Volume
Pn = (Hn1*V1 + Hn2*V2 + Hn3*V3 + ..dst)Pn
Struktur Hn Juni* V1 Hn Juli*V2Beton K-300 61,523,352.68 8,789,050.38 8,789,050.38Beton K-350 75,614,999.79 9,134,265.34 9,276,381.55Besi BetonGroutingTiang PancangErection
ArsitekturPlester 1 : 3Plester 1 : 5Batako
KOMPONEN FAKTOR HARGA
LAIN-LAIN TOTALBAHAN KONSTRUKSI
BESI SEMEN ASPAL
0.000 0.618 0.000 0.219 1.000
0.000 0.629 0.000 0.161 1.000
0.760 0.000 0.000 0.077 1.000
0.000 0.340 0.000 0.450 1.000
0.310 0.230 0.000 0.270 1.000
0.000 0.000 0.000 0.570 1.000
0.000 0.640 0.000 0.200 1.000
0.000 0.476 0.000 0.280 1.000
0.000 0.018 0.000 0.255 1.000
Agustus September Oktober November Desember
143.35 143.35 143.35 143.35 143.35
135.74 135.74 135.74 135.74 135.74
114.10 114.10 114.10 114.10 114.10
AGUS / MEI SEP / MEI OKT / MEI NOV / MEI DES / MEI1.24 1.24 1.24 1.24 1.241.18 1.18 1.18 1.18 1.181.09 1.09 1.09 1.09 1.09
Hn Agustus Hn September Hn Oktober Hn November Hn Desember
742,407.51 742,407.51 742,407.51 742,407.51 742,407.5114.00 15.00 16.00 17.00 18.00
773,031.80 773,031.80 773,031.80 773,031.80 773,031.8014.00 14.00 15.00 15.00 16.00
11,499.86 11,499.86 11,499.86 11,499.86 11,499.86
26,154.67 26,154.67 26,154.67 26,154.67 26,154.67
869,149.49 869,149.49 869,149.49 869,149.49 869,149.49
106,811.80 106,811.80 106,811.80 106,811.80 106,811.80
26,547.41 26,547.41 26,547.41 26,547.41 26,547.41
32,012.83 32,012.83 32,012.83 32,012.83 32,012.83
61,670.38 61,670.38 61,670.38 61,670.38 61,670.38
Hn Agust*V3 Hn Sept*V4 Hn Okt*V5 Hn Nov*V6 Hn Des*V78,789,050.38 8,789,050.38 8,789,050.38 8,789,050.38 8,789,050.38
10,822,445.14 10,822,445.14 11,595,476.94 11,595,476.94 12,368,508.74
