Ir. BAMBANG ABIMANYU Pembina Utama Muda
sistem 1 lapis cat dasar mutakhir dengan tebal 200 um 14.11.1 Bahan
10. ANALISA BIAYA KONSTRUKSI PEKERJAAN BESI DAN ALUMINIUM
10.6 Membuat 1 m² pintu besi plat baja tebal 2 mm rangkap, rangka baja siku
10.6.1 Bahan
15.000 Kg Besi siku L 30.30.3 @ = Rp-
32.800 Kg Besi plat baja @ = Rp-
0.050 Kg Kawat las @ = Rp-
Jumlah (1) = Rp-
10.6.2 Tenaga
1.050 Org Tukang besi @ Rp35,000.00 = Rp36,750.00 1.050 Org Pekerja @ Rp30,000.00 = Rp31,500.00 0.105 Org Kepala tukang @ Rp37,500.00 = Rp3,937.50 0.052 Org Mandor @ Rp40,000.00 = Rp2,080.00 Jumlah (2) = Rp74,267.50
Jumlah (1) + (2) = Rp74,267.50 10.7 1 m² Pasang jendela besi
10.7.1 Bahan
1.000 M² Jendela besi @ Rp440,000.00 = Rp440,000.00 Jumlah (1) = Rp440,000.00
10.7.2 Tenaga
1.050 Org Tukang besi konstruksi @ Rp35,000.00 = Rp36,750.00 1.050 Org Pekerja @ Rp30,000.00 = Rp31,500.00 0.105 Org Kepala tukang @ Rp37,500.00 = Rp3,937.50 0.00525 Org Mandor @ Rp40,000.00 = Rp210.00 Jumlah (2) = Rp72,397.50
Jumlah (1) + (2) = Rp512,397.50 10.6 Membuat 1m2 Rangka jendela besi scuare tube ( 25 x 5 ) cm
10.6.1 Bahan
4.760 m Besi Scuare Tube @ = Rp-
4.522 m Besi Lis Kaca (1 x 1) cm @ = Rp- 20.000 cm Pengelasan @ Rp1,697.20 = Rp33,944.00 Jumlah (1) = Rp33,944.00
10.6.2 Tenaga
0.650 Org Tukang besi @ Rp35,000.00 = Rp22,750.00 0.650 Org Pekerja @ Rp30,000.00 = Rp19,500.00 0.065 Org Kepala tukang @ Rp37,500.00 = Rp2,437.50 0.032 Org Mandor @ Rp40,000.00 = Rp1,280.00 Jumlah (2) = Rp45,967.50
Jumlah (1) + (2) = Rp79,911.50 10.8 Memasang 1 m² Pintu Rolling Door Besi
10.8.1 Bahan
1.000 m2 Pintu gulung besi @ = Rp-
Jumlah (1) = Rp-
10.8.2 Tenaga
1.200 Org Pekerja @ Rp30,000.00 = Rp36,000.00 1.200 Org Tukang besi @ Rp35,000.00 = Rp42,000.00 0.012 Org Kepala tukang @ Rp37,500.00 = Rp450.00 0.0060 Org Mandor @ Rp40,000.00 = Rp240.00 Jumlah (2) = Rp78,690.00
Jumlah (1) + (2) = Rp78,690.00 10.8 Memasang 1 m² Pintu Rolling Door alluminium
10.8.1 Bahan
BIDANG BANGUNAN
10.8.2 Tenaga
1.000 Org Pekerja @ Rp30,000.00 = Rp30,000.00 1.000 Org Tukang besi @ Rp35,000.00 = Rp35,000.00 0.100 Org Kepala tukang @ Rp37,500.00 = Rp3,750.00 0.050 Org Mandor @ Rp40,000.00 = Rp2,000.00 Jumlah (2) = Rp70,750.00
Jumlah (1) + (2) = Rp70,750.00 10.8 Memasang 1 m² Pintu lipat ( Folding door )
10.8.1 Bahan
1.000 m2 Pintu Lipat @ = Rp-
Jumlah (1) = Rp-
10.8.2 Tenaga
0.440 Org Pekerja @ Rp30,000.00 = Rp13,200.00 0.440 Org Tukang besi @ Rp35,000.00 = Rp15,400.00 0.044 Org Kepala tukang @ Rp37,500.00 = Rp1,650.00 0.022 Org Mandor @ Rp40,000.00 = Rp880.00 Jumlah (2) = Rp31,130.00
Jumlah (1) + (2) = Rp31,130.00 10.8 Memasang 1 m² Sunscreen Alluminium
10.8.1 Bahan
1.000 m2 Sunscreen Alluminium @ = Rp-
Jumlah (1) = Rp-
10.8.2 Tenaga
0.080 Org Pekerja @ Rp30,000.00 = Rp2,400.00 0.800 Org Tukang besi @ Rp35,000.00 = Rp28,000.00 0.080 Org Kepala tukang @ Rp37,500.00 = Rp3,000.00 0.004 Org Mandor @ Rp40,000.00 = Rp160.00 Jumlah (2) = Rp33,560.00
Jumlah (1) + (2) = Rp33,560.00 10.8 1 m² Pasang teralis besi
10.8.1 Bahan
11.500 M' Besi strip 2 x 3 @ Rp10,925.00 = Rp125,637.50 Jumlah (1) = Rp125,637.50
10.8.2 Tenaga
1.200 Org Tukang las @ Rp35,000.00 = Rp42,000.00 1.200 Org Pekerja @ Rp30,000.00 = Rp36,000.00 0.012 Org Kepala tukang @ Rp37,500.00 = Rp450.00 0.0006 Org Mandor @ Rp40,000.00 = Rp24.00 Jumlah (2) = Rp78,474.00
Jumlah (1) + (2) = Rp204,111.50 10.8 1 m² Pasang teralis besi strip ( 2 x 3 ) mm
10.8.1 Bahan 6.177 kg Besi strip 2 x 3 @ Rp10,925.00 = Rp67,483.73 27.080 cm Pengelasan @ Rp1,697.20 = Rp45,960.18 Jumlah (1) = Rp113,443.90 10.8.2 Tenaga 1.670 Org Pekerja @ Rp30,000.00 = Rp50,100.00 1.670 Org Tukang las @ Rp35,000.00 = Rp58,450.00 0.167 Org Kepala tukang @ Rp37,500.00 = Rp6,262.50 0.083 Org Mandor @ Rp40,000.00 = Rp3,320.00 Jumlah (2) = Rp68,032.50
BIDANG BANGUNAN
10.9 1 m² Pasang kawat harmonika 10.9.1 Bahan
1.100 M² Kawat harmonika @ Rp20,125.00 = Rp22,137.50 0.020 Kg Paku biasa ½" - 1" @ Rp14,950.00 = Rp299.00 0.0018 M³ Kayu kamper, papan @ Rp6,875,000 = Rp12,375.00
Jumlah (1) = Rp34,811.50
BIDANG BANGUNAN
0.100 Org Pekerja @ Rp30,000.00 = Rp3,000.00 0.100 Org Tukang kayu @ Rp35,000.00 = Rp3,500.00 0.010 Org Kepala tukang @ Rp37,500.00 = Rp375.00 0.0005 Org Mandor @ Rp40,000.00 = Rp20.00 Jumlah (2) = Rp6,895.00
Jumlah (1) + (2) = Rp41,706.50 10.10 1 m² Pasang kawat kassa
10.10.1 Bahan
1.100 M² Kawat kassa @ Rp67,650.00 = Rp74,415.00 0.020 Kg Paku biasa ½" - 1" @ Rp14,950.00 = Rp299.00 0.0018 M³ Kayu kamper, papan @ Rp6,875,000 = Rp12,375.00
Jumlah (1) = Rp87,089.00
10.10.2 Tenaga
0.100 Org Pekerja @ Rp30,000.00 = Rp3,000.00 0.100 Org Tukang kayu @ Rp35,000.00 = Rp3,500.00 0.010 Org Kepala tukang @ Rp37,500.00 = Rp375.00 0.0005 Org Mandor @ Rp40,000.00 = Rp20.00 Jumlah (2) = Rp6,895.00
Jumlah (1) + (2) = Rp93,984.00 10.11 1 m² Pasang jendela nako & tralis
10.11.1 Bahan 1.100 M² Jendela nako @ Rp15,000.00 = Rp16,500.00 0.020 Kg Paku skrup 1 cm - 2.5 cm @ Rp57,805.00 = Rp1,156.10 0.025 M² Besi strip ?????????? @ Rp10,925.00 = Rp273.13 Jumlah (1) = Rp17,929.23 10.11.2 Tenaga 0.200 Org Pekerja @ Rp30,000.00 = Rp6,000.00 0.200 Org Tukang kayu @ Rp35,000.00 = Rp7,000.00 0.020 Org Kepala tukang @ Rp37,500.00 = Rp750.00 0.001 Org Mandor @ Rp40,000.00 = Rp40.00 Jumlah (2) = Rp13,790.00
Jumlah (1) + (2) = Rp31,719.23 10.11 1 m² Pasang jendela nako & tralis
10.11.1 Bahan
1.100 M² Jendela nako (rangka+kaca 5mm) @ Rp67,760.00 = Rp74,536.00 10.000 Buah Paku skrup 1 cm - 2.5 cm @ Rp700.00 = Rp7,000.00
7.000 m' Besi strip @ Rp10,925.00 = Rp76,475.00 Jumlah (1) = Rp158,011.00
10.11.2 Tenaga
0.200 Org Pekerja @ Rp30,000.00 = Rp6,000.00 0.200 Org Tukang kayu @ Rp35,000.00 = Rp7,000.00 0.020 Org Kepala tukang @ Rp37,500.00 = Rp750.00 0.001 Org Mandor @ Rp40,000.00 = Rp40.00 Jumlah (2) = Rp13,790.00
Jumlah (1) + (2) = Rp171,801.00 10.12 1 m' Pasang talang datar, seng BJLS 30
10.12.1 Bahan
1.000 m' Seng plat ukuran 70 BJLS 30 @ Rp29,900.00 = Rp29,900.00 0.015 Kg Paku biasa ½" - 1" @ Rp14,950.00 = Rp224.25 0.0096 M³ Kayu meranti , papan @ Rp2,882,000.0 = Rp27,667.20
0.250 Kg Flincote / meni besi @ Rp25,875.00 = Rp6,468.75 Jumlah (1) = Rp64,260.20
BIDANG BANGUNAN
0.150 Org Pekerja @ Rp30,000.00 = Rp4,500.00 0.400 Org Tukang kayu @ Rp35,000.00 = Rp14,000.00 0.025 Org Kepala tukang @ Rp37,500.00 = Rp937.50 0.00125 Org Mandor @ Rp40,000.00 = Rp50.00 Jumlah (2) = Rp19,487.50
Jumlah (1) + (2) = Rp83,747.70 10.12 1 m' Pasang talang datar / jurai, seng BJLS 30 lebar 90 cm
10.12.1 Bahan
1.050 m' Seng plat @ Rp34,500.00 = Rp36,225.00 0.015 Kg Paku 1 cm - 2,5 cm @ Rp14,950.00 = Rp224.25 0.019 m3 Papan kayu kruing @ Rp4,025,000.00 = Rp76,475.00
Jumlah (1) = Rp112,924.25
BIDANG BANGUNAN
0.200 Org Pekerja @ Rp30,000.00 = Rp6,000.00 0.400 Org Tukang besi @ Rp35,000.00 = Rp14,000.00 0.025 Org Kepala tukang @ Rp37,500.00 = Rp937.50 0.010 Org Mandor @ Rp40,000.00 = Rp400.00 Jumlah (2) = Rp21,337.50
Jumlah (1) + (2) = Rp134,261.75 10.13 1 m' Pasang talang miring, seng BJLS 30
10.13.1 Bahan
1.00 m' Seng plat ukuran 90 BJLS 30 @ Rp34,500.00 = Rp34,500.00 0.015 Kg Paku biasa ½" - 1" @ Rp14,950.00 = Rp224.25 0.019 M³ Kayu meranti , papan @ Rp2,882,000.0 = Rp54,758.00 0.300 Kg Flincote / meni besi @ Rp25,875.00 = Rp7,762.50
Jumlah (1) = Rp97,244.75
10.13.2 Tenaga
0.040 Org Pekerja @ Rp30,000.00 = Rp1,200.00 0.400 Org Tukang kayu @ Rp35,000.00 = Rp14,000.00 0.025 Org Kepala tukang @ Rp37,500.00 = Rp937.50 0.00125 Org Mandor @ Rp40,000.00 = Rp50.00 Jumlah (2) = Rp16,187.50
Jumlah (1) + (2) = Rp113,432.25 10.14 1 m' Pasang talang ½ lingkaran D-10 cm, seng bjls 30
10.14.1 Bahan
0.300 Lbr Seng plat 3' x 6' bjls 30 @ Rp34,500.00 = Rp10,350.00 0.100 Kg Paku biasa ½" - 1" @ Rp14,950.00 = Rp1,495.00 0.019 M³ Kayu borneo , papan @ Rp2,882,000.0 = Rp54,758.00 0.500 Kg Besi strip @ Rp10,925.00 = Rp5,462.50
Jumlah (1) = Rp72,065.50
10.14.2 Tenaga
0.150 Org Pekerja @ Rp30,000.00 = Rp4,500.00 0.250 Org Tukang kayu @ Rp35,000.00 = Rp8,750.00 0.025 Org Kepala tukang @ Rp37,500.00 = Rp937.50 0.00125 Org Mandor @ Rp40,000.00 = Rp50.00 Jumlah (2) = Rp14,237.50
Jumlah (1) + (2) = Rp86,303.00 10.14 1 m' Pasang talang ½ lingkaran D-15 cm, seng plat BJLS 30 lebar 45 cm
10.14.1 Bahan 1.050 Lbr Seng plat @ Rp19,712.00 = Rp20,697.60 0.010 Kg Paku 1 cm - 2.5 cm @ Rp14,950.00 = Rp149.50 0.500 Kg Besi strip @ Rp10,925.00 = Rp5,462.50 Jumlah (1) = Rp26,309.60 10.14.2 Tenaga 0.150 Org Pekerja @ Rp30,000.00 = Rp4,500.00 0.300 Org Tukang besi @ Rp35,000.00 = Rp10,500.00 0.030 Org Kepala tukang @ Rp37,500.00 = Rp1,125.00 0.007 Org Mandor @ Rp40,000.00 = Rp280.00 Jumlah (2) = Rp16,405.00 Jumlah (1) + (2) = Rp42,714.60 10.15 1m2 Pagar Profil 10.15.1 Bahan 1.000 m2 Pagar Profil @ Rp495,000.00 = Rp495,000.00 Jumlah (1) = Rp495,000.00 10.15.2 Tenaga
BIDANG BANGUNAN
0.250 hari Pekerja @ Rp30,000.00 = Rp7,500.00 Jumlah (2) = Rp9,705.00
Jumlah (1) + (2) = Rp504,705.00 10.18 1 m² Pasang pintu aluminium
10.18.1 Bahan
1.000 M² Pintu aluminium @ Rp247,500.00 = Rp247,500.00 Jumlah (1) = Rp247,500.00
10.18.2 Tenaga
1.050 Org Tukang besi konstruksi @ Rp35,000.00 = Rp36,750.00 1.050 Org Pekerja @ Rp30,000.00 = Rp31,500.00 0.105 Org Kepala tukang @ Rp37,500.00 = Rp3,937.50 0.0052 Org Mandor @ Rp40,000.00 = Rp208.00 Jumlah (2) = Rp72,395.50
Jumlah (1) + (2) = Rp319,895.50 10.19 Memasang 1 m² Pintu Alluminium Strip Lebar 8 cm
10.19.1 Bahan 4.400 m' Profil Alluminium @ = Rp- 14.6000 m' Alluminium Strip @ = Rp- Jumlah (1) = Rp- 10.19.2 Tenaga 0.085 Org Pekerja @ Rp30,000.00 = Rp2,550.00 0.085 Org Tukang kayu @ Rp35,000.00 = Rp2,975.00 0.0085 Org Kepala tukang @ Rp37,500.00 = Rp318.75 0.0042 Org Mandor @ Rp40,000.00 = Rp168.00 Jumlah (2) = Rp6,011.75
Jumlah (1) + (2) = Rp6,011.75 10.6 Memasang 1m2 Pintu Kaca Rangka Alluminium
10.6.1 Bahan 4.400 m Pintu Alluminium @ Rp- = Rp- 4.500 m Profil kaca @ Rp- = Rp- 0.270 tube Sealant @ Rp- = Rp- Jumlah (1) = Rp- 10.6.2 Tenaga 0.085 Org Pekerja @ Rp30,000.00 = Rp2,550.00 0.085 Org Tukang besi @ Rp35,000.00 = Rp2,975.00 0.008 Org Kepala tukang @ Rp37,500.00 = Rp300.00 0.004 Org Mandor @ Rp40,000.00 = Rp160.00 Jumlah (2) = Rp5,985.00
Jumlah (1) + (2) = Rp5,985.00 10.6
10.6.1 Bahan
1.000 m2 Venetions blinds dan Vertical blinds @ Rp- = Rp-
( Tirai ) Jumlah (1) = Rp-
10.6.2 Tenaga
0.350 Org Pekerja @ Rp30,000.00 = Rp10,500.00 0.350 Org Tukang besi @ Rp35,000.00 = Rp12,250.00 0.035 Org Kepala tukang @ Rp37,500.00 = Rp1,312.50 0.018 Org Mandor @ Rp40,000.00 = Rp720.00 Jumlah (2) = Rp24,782.50
Jumlah (1) + (2) = Rp24,782.50 10.19 1 m² Pasang kawat nyamuk
BIDANG BANGUNAN
1.100 M² Kawat nyamuk @ Rp67,650.00 = Rp74,415.00 0.020 Kg Paku biasa ½" - 1" @ Rp14,950.00 = Rp299.00 0.0018 M³ Kayu kamper, papan @ Rp6,875,000 = Rp12,375.00
Jumlah (1) = Rp87,089.00
10.19.2 Tenaga
0.100 Org Pekerja @ Rp30,000.00 = Rp3,000.00 0.100 Org Tukang kayu @ Rp35,000.00 = Rp3,500.00 0.010 Org Kepala tukang @ Rp37,500.00 = Rp375.00 0.0005 Org Mandor @ Rp40,000.00 = Rp20.00 Jumlah (2) = Rp6,895.00
Jumlah (1) + (2) = Rp93,984.00 10.9 1 m² Pasang kawat nyamuk
10.9.1 Bahan 1.100 M² Kawat nyamuk @ Rp67,650.00 = Rp74,415.00 11.11 cm Pengelasan @ Rp1,697.20 = Rp18,855.89 1.716 kg Baja strip ( 0.2 x 2 ) cm @ Rp10,925.00 = Rp18,747.30 Jumlah (1) = Rp112,018.19 10.9.2 Tenaga 0.100 Org Pekerja @ Rp30,000.00 = Rp3,000.00 0.100 Org Tukang kayu @ Rp35,000.00 = Rp3,500.00 0.010 Org Kepala tukang @ Rp37,500.00 = Rp375.00 0.005 Org Mandor @ Rp40,000.00 = Rp200.00 Jumlah (2) = Rp7,075.00
Jumlah (1) + (2) = Rp119,093.19 10.16 1 M' Memasang Tiang Pagar BRC
10.16.1 Tenaga
0.06 hari Tukang besi @ Rp35,000.00 = Rp2,205.00 0.250 hari Pekerja @ Rp30,000.00 = Rp7,500.00 0.46 bh Klem @ Rp1,237.50 = Rp566.78 0.917 bh Baut @ Rp1,485.00 = Rp1,361.75 Jumlah = Rp11,633.52 0.46 btg @ Rp82,800.00 = Rp37,922.40 0.46 btg @ Rp123,625.00 = Rp56,620.25 0.46 btg @ Rp77,962.50 = Rp35,706.83 0.46 btg @ Rp84,150.00 = Rp38,540.70 0.46 btg @ Rp129,950.00 = Rp59,517.10 0.46 btg @ Rp135,930.00 = Rp62,255.94 0.46 btg @ Rp104,650.00 = Rp47,929.70 0.46 btg @ Rp121,900.00 = Rp55,830.20 0.46 btg @ Rp135,700.00 = Rp62,150.60 0.46 btg @ Rp147,200.00 = Rp67,417.60 0.46 btg @ Rp163,300.00 = Rp74,791.40 0.46 btg @ Rp203,550.00 = Rp93,225.90
10.17 1 M' Pagar BRC uk. 2400 x 900 galvanize 10.17.1 Bahan
0.417 unit Pagar BRC @ Rp193,200.00 = Rp80,564.40 Jumlah (1) = Rp80,564.40
10.17.2 Tenaga
0.03 hari Tukang besi @ Rp35,000.00 = Rp910.00 0.104 hari Pekerja @ Rp30,000.00 = Rp3,120.00 Jumlah (2) = Rp4,030.00
Jumlah (1) + (2) = Rp84,594.40
Tiang penghubung Uk. φ 1.5" x 1200 Tiang penghubung Uk. φ 1.5" x 1500 Tiang penghubung Uk. φ 1.5" x 1800 Tiang penghubung Uk. φ 1.5" x 2000 Tiang penghubung Uk. φ 1.5" x 2250 Tiang penghubung Uk. φ 1.5" x 2400 Tiang penghubung Uk. φ 2.0" x 1200 Tiang penghubung Uk. φ 2.0" x 1500 Tiang penghubung Uk. φ 2.0" x 1800 Tiang penghubung Uk. φ 2.0" x 2000 Tiang penghubung Uk. φ 2.0" x 2250 Tiang penghubung Uk. φ 2.0" x 2400
BIDANG BANGUNAN
10.18.1 Bahan
0.417 unit Pagar BRC @ Rp239,200.00 = Rp99,746.40 Jumlah (1) = Rp99,746.40
10.18.2 Tenaga
0.03 hari Tukang besi @ Rp35,000.00 = Rp910.00 0.104 hari Pekerja @ Rp30,000.00 = Rp3,120.00 Jumlah (2) = Rp4,030.00
Jumlah (1) + (2) = Rp103,776.40 10.19 1 M' Pagar BRC uk. 2400 x 1500 galvanize
10.19.1 Bahan
0.417 unit Pagar BRC @ Rp253,687.50 = Rp105,787.69 Jumlah (1) = Rp105,787.69
10.19.2 Tenaga
0.03 hari Tukang besi @ Rp35,000.00 = Rp910.00 0.104 hari Pekerja @ Rp30,000.00 = Rp3,120.00 Jumlah (2) = Rp4,030.00
Jumlah (1) + (2) = Rp109,817.69 10.20 1 M' Pagar BRC uk. 2400 x 1750 galvanize
10.20.1 Bahan
0.417 unit Pagar BRC @ Rp368,000.00 = Rp153,456.00 Jumlah (1) = Rp153,456.00
10.20.2 Tenaga
0.03 hari Tukang besi @ Rp35,000.00 = Rp910.00 0.104 hari Pekerja @ Rp30,000.00 = Rp3,120.00 Jumlah (2) = Rp4,030.00
Jumlah (1) + (2) = Rp157,486.00 10.21 1 M' Pagar BRC uk. 2400 x 1900 galvanize
10.21.1 Bahan
0.417 unit Pagar BRC @ Rp393,300.00 = Rp164,006.10 Jumlah (1) = Rp164,006.10
10.21.2 Tenaga
0.03 hari Tukang besi @ Rp35,000.00 = Rp910.00 0.104 hari Pekerja @ Rp30,000.00 = Rp3,120.00 Jumlah (2) = Rp4,030.00
Jumlah (1) + (2) = Rp168,036.10 10.22 1 unit Pintu Pagar BRC Swing Tunggal uk. 1000 x 1000
10.22.1 Bahan
1.000 unit Pintu @ Rp306,900.00 = Rp306,900.00 Jumlah (1) = Rp306,900.00
10.22.2 Tenaga
0.06 hari Tukang besi @ Rp35,000.00 = Rp2,205.00 0.250 hari Pekerja @ Rp30,000.00 = Rp7,500.00 Jumlah (2) = Rp9,705.00
Jumlah (1) + (2) = Rp316,605.00 10.23 1 unit Pintu Pagar BRC Swing Tunggal uk. 1000 x 1200
10.23.1 Bahan
1.000 unit Pintu @ Rp346,500.00 = Rp346,500.00 Jumlah (1) = Rp346,500.00
10.23.2 Tenaga
0.08 hari Tukang besi @ Rp35,000.00 = Rp2,660.00 0.300 hari Pekerja @ Rp30,000.00 = Rp9,000.00 Jumlah (2) = Rp11,660.00
BIDANG BANGUNAN
10.24 1 unit Pintu Pagar BRC Swing Tunggal uk. 1000 x 1500 10.24.1 Bahan
1.000 unit Pintu @ Rp470,250.00 = Rp470,250.00 Jumlah (1) = Rp470,250.00
10.24.2 Tenaga
0.1 hari Tukang besi @ Rp35,000.00 = Rp3,325.00 0.375 hari Pekerja @ Rp30,000.00 = Rp11,250.00 Jumlah (2) = Rp14,575.00
Jumlah (1) + (2) = Rp484,825.00 10.25 1 unit Pintu Pagar BRC Swing Ganda uk. 2500 x 1200
10.25.1 Bahan
1.000 unit Pintu @ Rp841,225.00 = Rp841,225.00 Jumlah (1) = Rp841,225.00
10.25.2 Tenaga
0.23 hari Tukang besi @ Rp35,000.00 = Rp8,155.00 0.925 hari Pekerja @ Rp30,000.00 = Rp27,750.00 Jumlah (2) = Rp35,905.00
Jumlah (1) + (2) = Rp877,130.00 10.26 1 unit Pintu Pagar BRC Swing Ganda uk. 2500 x 1500
10.26.1 Bahan
1.000 unit Pintu @ Rp1,051,100.00 = Rp1,051,100.00 Jumlah (1) = Rp1,051,100.00
10.26.2 Tenaga
0.25 hari Tukang besi @ Rp35,000.00 = Rp8,820.00 1.000 hari Pekerja @ Rp30,000.00 = Rp30,000.00 Jumlah (2) = Rp38,820.00
Jumlah (1) + (2) = Rp1,089,920.00 10.27 1 unit Pintu Pagar BRC Swing Ganda uk. 3000 x 1200
10.27.1 Bahan
1.000 unit Pintu @ Rp1,006,250.00 = Rp1,006,250.00 Jumlah (1) = Rp1,006,250.00
10.27.2 Tenaga
0.27 hari Tukang besi @ Rp35,000.00 = Rp9,275.00 1.050 hari Pekerja @ Rp30,000.00 = Rp31,500.00 Jumlah (2) = Rp40,775.00
Jumlah (1) + (2) = Rp1,047,025.00 10.28 1 unit Pintu Pagar BRC Swing Ganda uk. 3000 x 1500
10.28.1 Bahan
1.000 unit Pintu @ Rp1,265,000.00 = Rp1,265,000.00 Jumlah (1) = Rp1,265,000.00
10.28.2 Tenaga
0.28 hari Tukang besi @ Rp35,000.00 = Rp9,940.00 1.125 hari Pekerja @ Rp30,000.00 = Rp33,750.00 Jumlah (2) = Rp43,690.00
Jumlah (1) + (2) = Rp1,308,690.00 10.29 1 unit Pintu Pagar BRC Dorong uk. 3000 x 1200
10.29.1 Bahan
1.000 unit Pintu @ Rp1,299,375.00 = Rp1,299,375.00 Jumlah (1) = Rp1,299,375.00
10.29.2 Tenaga
0.27 hari Tukang besi @ Rp35,000.00 = Rp9,275.00 1.050 hari Pekerja @ Rp30,000.00 = Rp31,500.00
BIDANG BANGUNAN
Jumlah (2) = Rp40,775.00
Jumlah (1) + (2) = Rp1,340,150.00 10.30 1 unit Pintu Pagar BRC Dorong uk. 3000 x 1500
10.30.1 Bahan
1.000 unit Pintu @ Rp1,485,000.00 = Rp1,485,000.00 Jumlah (1) = Rp1,485,000.00
10.30.2 Tenaga
0.28 hari Tukang besi @ Rp35,000.00 = Rp9,940.00 1.125 hari Pekerja @ Rp30,000.00 = Rp33,750.00 Jumlah (2) = Rp43,690.00
Jumlah (1) + (2) = Rp1,528,690.00 10.31 1 m' Mengerjakan Kusen Aluminium
10.31.1 Bahan
1.000 m Profil Aluminium 2" x 5" @ Rp62,150.00 = Rp62,150.00 2.000 m Karet kusen aluminium @ Rp3,300.00 = Rp6,600.00
Jumlah (1) = Rp68,750.00
10.31.2 Tenaga
1.000 Org Pekerja @ Rp30,000.00 = Rp30,000.00 0.030 Org Tukang kayu @ Rp35,000.00 = Rp1,050.00 0.003 Org Kepala tukang @ Rp37,500.00 = Rp112.50 0.050 Org Mandor @ Rp40,000.00 = Rp2,000.00 Jumlah (2) = Rp33,162.50
Jumlah (1) + (2) = Rp101,912.50
10.31 1 m' Memasang Kusen Pintu Aluminium
10.31.1 Bahan
1.100 m' Profil Aluminium @ Rp62,150.00 = Rp68,365.00
2.000 Buah Skrup fixer @ = Rp-
0.060 Tube Sealant @ = Rp-
Jumlah (1) = Rp68,365.00
10.31.2 Tenaga
0.043 Org Pekerja @ Rp30,000.00 = Rp1,290.00 0.043 Org Tukang kayu @ Rp35,000.00 = Rp1,505.00 0.0043 Org Kepala tukang @ Rp37,500.00 = Rp161.25 0.0021 Org Mandor @ Rp40,000.00 = Rp84.00 Jumlah (2) = Rp3,040.25
Jumlah (1) + (2) = Rp71,405.25 10.32 1 m' Mengerjakan Slimar Aluminium
10.32.1 Bahan
1.000 m' Slimar Aluminium @ Rp40,700.00 = Rp40,700.00 1.000 m' Karet kusen aluminium @ Rp3,300.00 = Rp3,300.00
Jumlah (1) = Rp44,000.00
10.32.2 Tenaga
1.500 Org Pekerja @ Rp30,000.00 = Rp45,000.00 0.060 Org Tukang kayu @ Rp35,000.00 = Rp2,100.00 0.006 Org Kepala tukang @ Rp37,500.00 = Rp225.00 0.010 Org Mandor @ Rp40,000.00 = Rp400.00 Jumlah (2) = Rp47,725.00
Jumlah (1) + (2) = Rp91,725.00 10.33 1 m' Pasangan Talang Pembuluh Pipa PVC 4" Type D
10.33.1 Bahan
BIDANG BANGUNAN
10.33.2 Tenaga
0.250 Org Pekerja @ Rp30,000.00 = Rp7,500.00 Jumlah (2) = Rp7,500.00
Jumlah (1) + (2) = Rp63,850.00 10.34 1 m' Pasangan Talang Pembuluh Pipa PVC 3" Type D
10.34.1 Bahan 1.000 m' Pipa PVC 3" Type D @ Rp36,800.00 = Rp36,800.00 1.000 bj Klem PVC @ Rp1,725.00 = Rp1,725.00 Jumlah (1) = Rp38,525.00 10.34.2 Tenaga 0.250 Org Pekerja @ Rp30,000.00 = Rp7,500.00 Jumlah (2) = Rp7,500.00 Jumlah (1) + (2) = Rp46,025.00
BIDANG BANGUNAN Rp49,555.92 Rp68,253.77 Rp47,340.35 Rp50,174.22 Rp71,150.62 Rp73,889.46 Rp59,563.22 Rp67,463.72 Rp73,784.12 Rp79,051.12 Rp86,424.92 Rp104,859.42
BIDANG BANGUNAN