ANALISA HARGA SATUAN BAHAN DAN UPAH TENAGA BERDASARKAN SNI ... · analisa harga satuan bahan dan...

HARGA HSPK

KOEF. SATUAN 2014

( Rp ) ( Rp ) ( Rp )

1 3 4 5 6 7

I PEKERJAAN PERSIAPAN

1 1 m' Pagar sementara dari seng gelombang tinggi 2 m

Dolken kayu dia.8-10/400 1.250 Btg 18,150.00 22,687.50 225,171.15

Semen Portland 2.500 Kg 1,522.50 3,806.25

Seng Gelombang BJLS 30 1.200 Lbr 78,500.00 94,200.00

Pasir beton 0.005 M3 136,000.00 680.00

Koral Beton 0.009 M3 287,000.00 2,583.00

Kayu 5/7 0.072 M3 905,700.00 65,210.40

Paku 0.060 Kg 18,400.00 1,104.00

- Upah Pekerjaan

~ Pekerja 0.400 Oh 50,000.00 20,000.00

~ Tukang Kayu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.020 Oh 75,000.00 1,500.00

2 1 m Pengukuran dan Pemasangan Bouwplank 50,666.90

- Patok Kayu 0.012 M3 2,657,000.00 31,884.00

- Paku 0.020 Kg 18,400.00 368.00

- Kayu Papan 3/20 0.007 M3 905,700.00 6,339.90

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Kayu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.010 Oh 70,000.00 700.00

~ Mandor 0.005 Oh 75,000.00 375.00

3 1 m2 Pembuatan gudang semen dan alat-alat 566,488.25

- Dolken kayu dia.8-10/400 1.700 Btg 18,150.00 30,855.00

- Kayu 0.210 M3 905,700.00 190,197.00

- Paku 0.300 Kg 18,400.00 5,520.00

- Semen Portland 10.500 Kg 1,522.50 15,986.25

- Pasir beton 0.030 M3 136,000.00 4,080.00

- Koral Beton 0.050 M3 287,000.00 14,350.00

- Seng Gelombang BJLS 30 1.500 Lbr 78,500.00 117,750.00

- Upah Pekerjaan

~ Pekerja 1.000 Oh 50,000.00 50,000.00

~ Tukang Kayu 2.000 Oh 60,000.00 120,000.00

~ Kepala Tukang 0.200 Oh 70,000.00 14,000.00

~ Mandor 0.050 Oh 75,000.00 3,750.00

4 1 m2 Pembuatan rumah jaga/konstruksi kayu 589,303.20

- Dolken kayu dia.8-10/400 3.000 Btg 18,150.00 54,450.00

- Kayu 0.276 M3 905,700.00 249,973.20

- Paku 0.700 Kg 18,400.00 12,880.00

- Seng Gelombang BJLS 30 1.500 Lbr 78,500.00 117,750.00

- Upah Pekerjaan

~ Pekerja 1.000 Oh 50,000.00 50,000.00

~ Tukang Kayu 1.500 Oh 60,000.00 90,000.00

~ Kepala Tukang 0.150 Oh 70,000.00 10,500.00

~ Mandor 0.050 Oh 75,000.00 3,750.00

5 1 m2 Pembuatan Stegger dari bambu, ukuran (40x50x20) cm 36,935.00

- Bambu Ø 6-8 / 600 cm 1.000 Btg 20,000.00 20,000.00

- Tali ijuk 0.250 Kg 9,200.00 2,300.00

- Upah Pekerjaan

~ Pekerja 0.250 Oh 50,000.00 12,500.00

~ Tukang Kayu 0.017 Oh 60,000.00 1,020.00

~ Kepala Tukang 0.002 Oh 70,000.00 140.00

~ Mandor 0.013 Oh 75,000.00 975.00

6 1 m3 Bongkaran Beton Bertulang 365,530.00

- Pekerja 6.667 Oh 50,000.00 333,350.00

- Mandor 0.333 Oh 75,000.00 24,975.00

Alat

- Bodem 0.025 unit 135,000.00 3,375.00

- Keranjang 0.050 unit 11,500.00 575.00

- Gergaji Besi 0.068 unit 35,000.00 2,380.00

JENIS PEKERJAAN STNJUMLAH

STUDENT DAY OF CIVIL ENGINEERING 9th

2

ANALISA HARGA SATUAN BAHAN DAN UPAH TENAGA

BERDASARKAN SNI

TAHUN ANGGARAN 2014

KHUSUS UNTUK LOMBA GAMBAR TEKNIK NASIONAL

NO

HSPK 2014 Kota Probolinggo 1

1 3 4 5 6 72

- Betel 0.025 unit 35,000.00 875.00


1 3 4 5 6 72

7 1 m3 Bongkaran Dinding tembok bata merah 335,847.50

- Pekerja 6.667 Oh 50,000.00 333,350.00

- Mandor 0.033 Oh 75,000.00 2,497.50

8 1 m2

Membersihkan lapangan dan perataan 8,750.00

- Pekerja 0.100 Oh 50,000.00 5,000.00

- Mandor 0.050 Oh 75,000.00 3,750.00

II PEKERJAAN TANAH

1 1 m3 Galian Tanah biasa sedalam 1 meter 39,375.00

- Pekerja 0.750 Oh 50,000.00 37,500.00

- Mandor 0.025 Oh 75,000.00 1,875.00

2 1 m3 Galian Tanah biasa 2 meter 48,375.00

- Pekerja 0.900 Oh 50,000.00 45,000.00

- Mandor 0.045 Oh 75,000.00 3,375.00

3 1 m3 Galian Tanah biasa 3 meter 57,525.00

- Pekerja 1.050 Oh 50,000.00 52,500.00

- Mandor 0.067 Oh 75,000.00 5,025.00

4 1 m3 Galian Tanah keras 1 meter 52,400.00

- Pekerja 1.000 Oh 50,000.00 50,000.00

- Mandor 0.032 Oh 75,000.00 2,400.00

5 1 m3 Galian cadas Keras 1 meter 79,500.00

- Pekerja 1.500 Oh 50,000.00 75,000.00

- Mandor 0.060 Oh 75,000.00 4,500.00

6 1 m3 Galian Lumpur sedalam 1 meter 63,375.00

- Pekerja 1.200 Oh 50,000.00 60,000.00

- Mandor 0.045 Oh 75,000.00 3,375.00

7 1 m' Galian bor Strouze (Dia =30 cm ) 67,225.00

- Pekerja 0.735 Oh 50,000.00 36,750.00

- Mandor 0.073 Oh 75,000.00 5,475.00

- Sewa Peralatan bor 1.000 ls 25,000.00 25,000.00

8 1 m' Pengeboran air tanah (sumur pompa) 49,400.00

- Pekerja 0.750 Oh 50,000.00 37,500.00

- Mandor 0.072 Oh 75,000.00 5,400.00

- Sewa Peralatan bor / tradisionil 1.000 ls 6,500.00 6,500.00

9 1 m3 Urugan kembali 13,125.00

- Pekerja 0.250 Oh 50,000.00 12,500.00

- Mandor 0.008 Oh 75,000.00 625.00

10 1 m3 Pemadatan tanah ( per 20 cm ) 28,750.00

- Pekerja 0.500 Oh 50,000.00 25,000.00

- Mandor 0.050 Oh 75,000.00 3,750.00

11 1 m3 Urugan Pasir Padat 105,750.00

- Pasir Urug 1.200 M3 75,000.00 90,000.00

- Upah Pekerjaan

~ Pekerja 0.300 Oh 50,000.00 15,000.00

~ Mandor 0.010 Oh 75,000.00 750.00

12 1 m3 Urugan Sirtu Padat 140,550.00

- Sirtu 1.200 M3 104,000.00 124,800.00

- Upah Pekerjaan

~ Pekerja 0.300 Oh 50,000.00 15,000.00

~ Mandor 0.010 Oh 75,000.00 750.00

13 1 m3 Urugan Sirtu Padat untuk peninggian lantai bangunan 139,175.00

- Sirtu 1.200 M3 104,000.00 124,800.00

- Upah Pekerjaan

~ Pekerja 0.250 Oh 50,000.00 12,500.00

~ Mandor 0.025 Oh 75,000.00 1,875.00

14 1 m3 Urugan Tanah Padat 99,750.00

- Tanah urug 1.200 M3 70,000.00 84,000.00

- Upah Pekerjaan

~ Pekerja 0.300 Oh 50,000.00 15,000.00

~ Mandor 0.010 Oh 75,000.00 750.00

15 1 m3 Urugan Paras Padat 105,750.00

- Tanah Paras 1.200 M3 75,000.00 90,000.00

- Upah Pekerjaan

~ Pekerja 0.300 Oh 50,000.00 15,000.00

~ Mandor 0.010 Oh 75,000.00 750.00


1 3 4 5 6 72

III

1 1 m3 Pasang Pondasi Batu Kali, 1 Pc : 4 Ps (lokal) 587,802.50

- Batu Kali 1.200 M3 126,300.00 151,560.00


- Pasir Pasang 0.520 M3 110,000.00 57,200.00

- Upah Pekerjaan

~ Pekerja 1.500 Oh 50,000.00 75,000.00

~ Tukang Batu 0.750 Oh 60,000.00 45,000.00

~ Kepala Tukang 0.075 Oh 70,000.00 5,250.00

~ Mandor 0.075 Oh 75,000.00 5,625.00


- Batu Kali 1.200 M3 126,300.00 151,560.00


- Pasir Pasang 0.544 M3 110,000.00 59,840.00

- Upah Pekerjaan

~ Pekerja 1.500 Oh 50,000.00 75,000.00

~ Tukang Batu 0.750 Oh 60,000.00 45,000.00

~ Kepala Tukang 0.075 Oh 70,000.00 5,250.00

~ Mandor 0.075 Oh 75,000.00 5,625.00


- Batu Kali 1.200 M3 126,300.00 151,560.00


- Pasir Pasang 0.584 M3 110,000.00 64,240.00

- Upah Pekerjaan

~ Pekerja 1.500 Oh 50,000.00 75,000.00

~ Tukang Batu 0.750 Oh 60,000.00 45,000.00

~ Kepala Tukang 0.075 Oh 70,000.00 5,250.00

~ Mandor 0.075 Oh 75,000.00 5,625.00

4 1 m3 Pasang Pondasi Batu Kali, 1 : 3 : 10 (lokal) 505,500.00

- Batu Kali 1.200 M3 126,300.00 151,560.00


- Pasir Pasang 0.492 M3 110,000.00 54,120.00

- Kapur pasang 0.147 M3 517,500.00 76,072.50

- Upah Pekerjaan

~ Pekerja 1.500 Oh 50,000.00 75,000.00

~ Tukang Batu 0.750 Oh 60,000.00 45,000.00

~ Kepala Tukang 0.075 Oh 70,000.00 5,250.00

~ Mandor 0.075 Oh 75,000.00 5,625.00

5 1 m3 Pasang Aanstampeng Batu Kali termasuk urugan pasir (lokal) 252,015.00

- Batu Kali 1.200 M3 126,300.00 151,560.00

- Pasir Urug 0.432 M3 75,000.00 32,400.00

- Upah Pekerjaan

~ Pekerja 0.780 Oh 50,000.00 39,000.00

~ Tukang Batu 0.390 Oh 60,000.00 23,400.00

~ Kepala Tukang 0.039 Oh 70,000.00 2,730.00

~ Mandor 0.039 Oh 75,000.00 2,925.00

6 1 m3 Pasang Pondasi Batu Kali, 1 Pc : 4 Ps (lumajang) 601,322.50

- Batu Kali 1.200 M3 126,300.00 151,560.00


- Pasir Lumajang 0.520 M3 136,000.00 70,720.00

- Upah Pekerjaan

~ Pekerja 1.500 Oh 50,000.00 75,000.00

~ Tukang Batu 0.750 Oh 60,000.00 45,000.00

~ Kepala Tukang 0.075 Oh 70,000.00 5,250.00

~ Mandor 0.075 Oh 75,000.00 5,625.00


- Batu Kali 1.200 M3 126,300.00 151,560.00


- Pasir Lumajang 0.544 M3 136,000.00 73,984.00

- Upah Pekerjaan

~ Pekerja 1.500 Oh 50,000.00 75,000.00

~ Tukang Batu 0.750 Oh 60,000.00 45,000.00

~ Kepala Tukang 0.075 Oh 70,000.00 5,250.00

~ Mandor 0.075 Oh 75,000.00 5,625.00


- Batu Kali 1.200 M3 126,300.00 151,560.00


- Pasir Lumajang 0.584 M3 136,000.00 79,424.00

- Upah Pekerjaan

~ Pekerja 1.500 Oh 50,000.00 75,000.00

~ Tukang Batu 0.750 Oh 60,000.00 45,000.00

~ Kepala Tukang 0.075 Oh 70,000.00 5,250.00

PEKERJAAN PASANGAN


1 3 4 5 6 72

~ Mandor 0.075 Oh 75,000.00 5,625.00


1 3 4 5 6 72

9 1 m3 Pasang Pondasi Batu Kali, 1 : 3 : 10 (lumajang) 518,292.00

- Batu Kali 1.200 M3 126,300.00 151,560.00


- Pasir Lumajang 0.492 M3 136,000.00 66,912.00

- Kapur pasang 0.147 M3 517,500.00 76,072.50

- Upah Pekerjaan

~ Pekerja 1.500 Oh 50,000.00 75,000.00

~ Tukang Batu 0.750 Oh 60,000.00 45,000.00

~ Kepala Tukang 0.075 Oh 70,000.00 5,250.00

~ Mandor 0.075 Oh 75,000.00 5,625.00

10 1 m2 Pasangan Bata Merah tebal 1/2 Bata, 1 Pc : 3 Ps 91,103.33

- Bata Merah 5 x 11 x 22 cm 70.000 Bh 600.00 42,000.00


- Pasir Pasang 0.040 M3 110,000.00 4,400.00

- Upah Pekerjaan

~ Pekerja 0.300 Oh 50,000.00 15,000.00

~ Tukang Batu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.010 Oh 70,000.00 700.00

~ Mandor 0.015 Oh 75,000.00 1,125.00

11 1 m2 Pasangan Bata Merah tebal 1/2 Bata, 1 Pc : 5 Ps 84,512.80



- Pasir Pasang 0.045 M3 110,000.00 4,950.00

- Upah Pekerjaan

~ Pekerja 0.300 Oh 50,000.00 15,000.00

~ Tukang Batu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.010 Oh 70,000.00 700.00

~ Mandor 0.015 Oh 75,000.00 1,125.00

12 1 m2 Pasangan Bata Merah tebal 1/2 Bata, 1 Pc : 6Ps 82,882.20



- Pasir Pasang 0.049 M3 110,000.00 5,390.00

- Upah Pekerjaan

~ Pekerja 0.300 Oh 50,000.00 15,000.00

~ Tukang Batu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.010 Oh 70,000.00 700.00

~ Mandor 0.015 Oh 75,000.00 1,125.00

13 1 m2 Pasangan Bata Merah tebal 1/2 Bata, 1 Pc : 8Ps 80,221.25



- Pasir Pasang 0.050 M3 110,000.00 5,500.00

- Upah Pekerjaan

~ Pekerja 0.300 Oh 50,000.00 15,000.00

~ Tukang Batu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.010 Oh 70,000.00 700.00

~ Mandor 0.015 Oh 75,000.00 1,125.00

14 1 m2 Pasangan Bata Merah tebal 1 Bata, 1 Pc : 2 Ps 204,678.75



- Pasir Pasang 0.080 M3 110,000.00 8,800.00

- Upah Pekerjaan

~ Pekerja 0.600 Oh 50,000.00 30,000.00

~ Tukang Batu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.030 Oh 75,000.00 2,250.00




- Pasir Pasang 0.091 M3 110,000.00 10,010.00

- Upah Pekerjaan

~ Pekerja 0.600 Oh 50,000.00 30,000.00

~ Tukang Batu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.030 Oh 75,000.00 2,250.00




- Pasir Pasang 0.093 M3 110,000.00 10,230.00

- Upah Pekerjaan

~ Pekerja 0.600 Oh 50,000.00 30,000.00

~ Tukang Batu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00


1 3 4 5 6 72

~ Mandor 0.030 Oh 75,000.00 2,250.00


1 3 4 5 6 72




- Pasir Pasang 0.102 M3 110,000.00 11,220.00

- Upah Pekerjaan

~ Pekerja 0.600 Oh 50,000.00 30,000.00

~ Tukang Batu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.030 Oh 75,000.00 2,250.00




- Pasir Pasang 0.122 M3 110,000.00 13,420.00

- Upah Pekerjaan

~ Pekerja 0.600 Oh 50,000.00 30,000.00

~ Tukang Batu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.030 Oh 75,000.00 2,250.00

19 1 m2 Pasang dinding pemisah plywood rangkap, rangka kayu meranti 307,280.00

- Kayu Meranti, balok 0.0280 M3 6,325,000.00 177,100.00

- Paku biasa 2" - 5" 0.150 Kg 18,400.00 2,760.00

- Lem kayu 0.560 Lt 16,000.00 8,960.00

- Plywood 120 cm x 240 mm x 4 mm 0.860 Lbr 78,500.00 67,510.00

- Upah Pekerjaan

~ Pekerja 0.200 Oh 50,000.00 10,000.00

~ Tukang Kayu 0.600 Oh 60,000.00 36,000.00

~ Kepala Tukang 0.060 Oh 70,000.00 4,200.00

~ Mandor 0.010 Oh 75,000.00 750.00

20 1 m2 Pasangan dinding roster terawang bakar (12x11x24), 1 Pc : 4 Pp 268,422.50

- Roster/terawang 30.000 Bh 7,500.00 225,000.00


- Pasir Pasang 0.035 M3 110,000.00 3,850.00

- Upah Pekerjaan

~ Pekerja 0.300 Oh 50,000.00 15,000.00

~ Tukang Batu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.0100 Oh 70,000.00 700.00

~ Mandor 0.0150 Oh 75,000.00 1,125.00

21 1 m2 Pasangan Platelaag ( 1 Lapis ) 36,308.61


- Semen Portland 0.605 kg 1,522.50 921.11

- Pasir Pasang 0.023 M3 110,000.00 2,475.00

- Upah Pekerjaan

~ Pekerja 0.160 Oh 50,000.00 8,000.00

~ Tukang Batu 0.050 Oh 60,000.00 3,000.00

~ Kepala Tukang 0.005 Oh 70,000.00 350.00

~ Mandor 0.008 Oh 75,000.00 562.50

IV

1 1 m2 Plesteran 1 Pc : 2 Ps, tebal 15 mm 43,941.04


- Pasir Pasang 0.020 M3 110,000.00 2,200.00

- Upah Pekerjaan

~ Pekerja 0.300 Oh 50,000.00 15,000.00

~ Tukang Batu 0.150 Oh 60,000.00 9,000.00

~ Kepala Tukang 0.015 Oh 70,000.00 1,050.00

~ Mandor 0.015 Oh 75,000.00 1,125.00



- Pasir Pasang 0.023 M3 110,000.00 2,530.00

- Upah Pekerjaan

~ Pekerja 0.300 Oh 50,000.00 15,000.00

~ Tukang Batu 0.150 Oh 60,000.00 9,000.00

~ Kepala Tukang 0.015 Oh 70,000.00 1,050.00

~ Mandor 0.015 Oh 75,000.00 1,125.00



- Pasir Pasang 0.026 M3 110,000.00 2,860.00

- Upah Pekerjaan

~ Pekerja 0.300 Oh 50,000.00 15,000.00

~ Tukang Batu 0.150 Oh 60,000.00 9,000.00

~ Kepala Tukang 0.015 Oh 70,000.00 1,050.00

~ Mandor 0.015 Oh 75,000.00 1,125.00

PEKERJAAN PLESTERAN


1 3 4 5 6 72



- Pasir Pasang 0.027 M3 110,000.00 2,970.00

- Upah Pekerjaan

~ Pekerja 0.300 Oh 50,000.00 15,000.00

~ Tukang Batu 0.150 Oh 60,000.00 9,000.00

~ Kepala Tukang 0.015 Oh 70,000.00 1,050.00

~ Mandor 0.015 Oh 75,000.00 1,125.00



- Pasir Pasang 0.029 M3 110,000.00 3,190.00

- Upah Pekerjaan

~ Pekerja 0.300 Oh 50,000.00 15,000.00

~ Tukang Batu 0.150 Oh 60,000.00 9,000.00

~ Kepala Tukang 0.015 Oh 70,000.00 1,050.00

~ Mandor 0.015 Oh 75,000.00 1,125.00



- Pasir Pasang 0.027 M3 110,000.00 2,970.00

- Upah Pekerjaan

~ Pekerja 0.400 Oh 50,000.00 20,000.00

~ Tukang Batu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.0220 Oh 75,000.00 1,650.00



- Pasir Pasang 0.031 M3 110,000.00 3,410.00

- Upah Pekerjaan

~ Pekerja 0.400 Oh 50,000.00 20,000.00

~ Tukang Batu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.0220 Oh 75,000.00 1,650.00



- Pasir Pasang 0.035 M3 110,000.00 3,850.00

- Upah Pekerjaan

~ Pekerja 0.400 Oh 50,000.00 20,000.00

~ Tukang Batu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.022 Oh 75,000.00 1,650.00

9 1 m2 Plesteran Ciprat 1 Pc : 2 Ps 30,062.20


- Pasir Pasang 0.006 M3 110,000.00 660.00

- Upah Pekerjaan

~ Pekerja 0.300 Oh 50,000.00 15,000.00

~ Tukang Batu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.010 Oh 70,000.00 700.00

~ Mandor 0.015 Oh 75,000.00 1,125.00

10 1 m2 Finishing Siar Pas. Dinding 17,891.93


- Upah Pekerjaan

~ Pekerja 0.150 Oh 50,000.00 7,500.00

~ Tukang Batu 0.075 Oh 60,000.00 4,500.00

~ Kepala Tukang 0.008 Oh 70,000.00 560.00

~ Mandor 0.008 Oh 75,000.00 600.00

11 1 m2 Finishing Siar 1 Pc : 2 Ps, Pas. Batu Kali 24,062.65


- Pasir Pasang 0.012 M3 110,000.00 1,320.00

- Upah Pekerjaan

~ Pekerja 0.150 Oh 50,000.00 7,500.00

~ Tukang Batu 0.075 Oh 60,000.00 4,500.00

~ Kepala Tukang 0.007 Oh 70,000.00 490.00

~ Mandor 0.008 Oh 75,000.00 600.00

12 1 m2 Acian 22,398.13


- Upah Pekerjaan

~ Pekerja 0.200 Oh 50,000.00 10,000.00

~ Tukang Batu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.010 Oh 70,000.00 700.00

~ Mandor 0.010 Oh 75,000.00 750.00


1 3 4 5 6 72

13 1 m1

Benangan 12,245.40


- Pasir Pasang 0.010 M3 110,000.00 1,100.00

- Upah Pekerjaan

~ Pekerja 0.105 Oh 50,000.00 5,250.00

~ Tukang Batu 0.049 Oh 60,000.00 2,940.00

~ Kepala Tukang 0.005 Oh 70,000.00 343.00

~ Mandor 0.006 Oh 75,000.00 420.00

14 1 m1 Tali air 6,882.17

- Semen Portland 0.600 Kg 1,522.50 913.50

- Upah Pekerjaan

~ Pekerja 0.070 Oh 50,000.00 3,500.00

~ Tukang Batu 0.033 Oh 60,000.00 1,960.00

~ Kepala Tukang 0.003 Oh 70,000.00 228.67

~ Mandor 0.004 Oh 75,000.00 280.00

V PEKERJAAN LANTAI

1 1 m2 Pasang Lantai Keramik 30 X 30 cm Putih KW I 120,618.50

- Keramik 30 x 30 cm 1.080 M2 49,450.00 53,406.00


- Pasir Pasang 0.045 M3 110,000.00 4,950.00

- Semen Warna 1.500 Kg 11,000.00 16,500.00

- Upah Pekerjaan

~ Pekerja 0.350 Oh 50,000.00 17,500.00

~ Tukang Batu 0.175 Oh 60,000.00 10,500.00

~ Kepala Tukang 0.018 Oh 70,000.00 1,225.00

~ Mandor 0.018 Oh 75,000.00 1,312.50

2 1 m2 Pasang Lantai Keramik 40 x 40 cm putih KW I 126,809.00

- Keramik 40 x 40 cm 1.105 M2 56,200.00 62,101.00


- Pasir Pasang 0.045 M3 110,000.00 4,950.00

- Semen Warna 1.300 Kg 11,000.00 14,300.00

- Upah Pekerjaan

~ Pekerja 0.350 Oh 50,000.00 17,500.00

~ Tukang Batu 0.175 Oh 60,000.00 10,500.00

~ Kepala Tukang 0.018 Oh 70,000.00 1,225.00

~ Mandor 0.018 Oh 75,000.00 1,312.50

3 1 m2 Pasang Lantai Keramik Warna KM/WC 20 x 20 cm 128,771.50

- Keramik 20 x 20 cm 1.060 M2 57,500.00 60,950.00


- Pasir Pasang 0.045 M3 110,000.00 4,950.00

- Semen Warna 1.500 Kg 11,000.00 16,500.00

- Upah Pekerjaan

~ Pekerja 0.350 Oh 50,000.00 17,500.00

~ Tukang Batu 0.175 Oh 60,000.00 10,500.00

~ Kepala Tukang 0.018 Oh 70,000.00 1,225.00

~ Mandor 0.018 Oh 75,000.00 1,312.50

4 1 m2 Pasang Lantai Keramik 30 x 30 cm Warna KW I 128,070.50

- Keramik 30 x 30 cm 1.080 M2 56,350.00 60,858.00


- Pasir Pasang 0.045 M3 110,000.00 4,950.00

- Semen Warna 1.500 Kg 11,000.00 16,500.00

- Upah Pekerjaan

~ Pekerja 0.350 Oh 50,000.00 17,500.00

~ Tukang Batu 0.175 Oh 60,000.00 10,500.00

~ Kepala Tukang 0.018 Oh 70,000.00 1,225.00

~ Mandor 0.018 Oh 75,000.00 1,312.50

5 1 m2 Pasang Lantai Keramik 30 x 30 cm Motif Kasar KW1 134,280.50

- Keramik 30 x 30 cm Kasar 1.080 M2 62,100.00 67,068.00


- Pasir Pasang 0.045 M3 110,000.00 4,950.00

- Semen Warna 1.500 Kg 11,000.00 16,500.00

- Upah Pekerjaan

~ Pekerja 0.350 Oh 50,000.00 17,500.00

~ Tukang Batu 0.175 Oh 60,000.00 10,500.00

~ Kepala Tukang 0.018 Oh 70,000.00 1,225.00

~ Mandor 0.018 Oh 75,000.00 1,312.50


1 3 4 5 6 72

6 1 m2 Pasang Lantai Keramik 40 x 40 cm warna KW I 131,450.00

- Keramik 40 x 40 cm 1.105 M2 60,400.00 66,742.00


- Pasir Pasang 0.045 M3 110,000.00 4,950.00

- Semen Warna 1.300 Kg 11,000.00 14,300.00

- Upah Pekerjaan

~ Pekerja 0.350 Oh 50,000.00 17,500.00

~ Tukang Batu 0.175 Oh 60,000.00 10,500.00

~ Kepala Tukang 0.018 Oh 70,000.00 1,225.00

~ Mandor 0.018 Oh 75,000.00 1,312.50

7 1 m2 Pasang Keramik Dinding 20 x 25 cm putih KW I 131,632.75

- Keramik 20 x 25 cm 1.060 M2 56,350.00 59,731.00


- Pasir Pasang 0.018 M3 110,000.00 1,980.00

- Semen Warna 1.500 Kg 11,000.00 16,500.00

- Upah Pekerjaan

~ Pekerja 0.450 Oh 50,000.00 22,500.00

~ Tukang Batu 0.225 Oh 60,000.00 13,500.00

~ Kepala Tukang 0.023 Oh 70,000.00 1,575.00

~ Mandor 0.023 Oh 75,000.00 1,687.50

8 1 m2 Pasang Keramik Dinding 20 x 25 cm warna KW I 138,946.75

- Keramik 20 x 25 cm 1.060 M2 63,250.00 67,045.00


- Pasir Pasang 0.018 M3 110,000.00 1,980.00

- Semen Warna 1.500 Kg 11,000.00 16,500.00

- Upah Pekerjaan

~ Pekerja 0.450 Oh 50,000.00 22,500.00

~ Tukang Batu 0.225 Oh 60,000.00 13,500.00

~ Kepala Tukang 0.023 Oh 70,000.00 1,575.00

~ Mandor 0.023 Oh 75,000.00 1,687.50

9 1 m1 Pasang List Keramik Dinding 5 x 20 cm warna KW I 31,690.83

- List Keramik 5 x 20 cm 5.300 bh 3,700.00 19,610.00

- Semen Portland 0.570 Kg 1,522.50 867.83

- Pasir Pasang 0.0015 M3 110,000.00 165.00

- Semen Warna 0.013 Kg 11,000.00 143.00

- Upah Pekerjaan

~ Pekerja 0.090 Oh 50,000.00 4,500.00

~ Tukang Batu 0.090 Oh 60,000.00 5,400.00

~ Kepala Tukang 0.009 Oh 70,000.00 630.00

~ Mandor 0.005 Oh 75,000.00 375.00

10 1 m2 Pasang Lantai Tegel Abu-abu 91,584.00

- Tegel Abu-abu 1.060 M2 44,500.00 47,170.00


- Pasir Pasang 0.045 M3 110,000.00 4,950.00

- Upah Pekerjaan

~ Pekerja 0.270 Oh 50,000.00 13,500.00

~ Tukang Batu 0.135 Oh 60,000.00 8,100.00

~ Kepala Tukang 0.014 Oh 70,000.00 980.00

~ Mandor 0.0140 Oh 75,000.00 1,050.00

11 1 m2 Pasang Batu Alam Candi 178,776.88

- Batu Alam Candi 1.100 M2 115,000.00 126,500.00

- Semen Portland 11.750 kg 1,522.50 17,889.38

- Pasir Pasang 0.035 M3 110,000.00 3,850.00

- Upah Pekerjaan

~ Pekerja 0.350 Oh 50,000.00 17,500.00

~ Tukang Batu 0.175 Oh 60,000.00 10,500.00

~ Kepala Tukang 0.018 Oh 70,000.00 1,225.00

~ Mandor 0.0175 Oh 75,000.00 1,312.50

12 1 m2 Pasang Batu Alam Garis 178,446.88

- Batu Alam Garis 1.100 M2 114,700.00 126,170.00


- Pasir Pasang 0.035 M3 110,000.00 3,850.00

- Upah Pekerjaan

~ Pekerja 0.350 Oh 50,000.00 17,500.00

~ Tukang Batu 0.175 Oh 60,000.00 10,500.00

~ Kepala Tukang 0.018 Oh 70,000.00 1,225.00

~ Mandor 0.0175 Oh 75,000.00 1,312.50


1 3 4 5 6 72

13 1 m2 Pasang Batu Alam Koral/Ampyang 80,106.88

- Batu Alam Koral/Ampyang 1.100 M2 25,300.00 27,830.00


- Pasir Pasang 0.035 M3 110,000.00 3,850.00

- Upah Pekerjaan

~ Pekerja 0.350 Oh 50,000.00 17,500.00

~ Tukang Batu 0.175 Oh 60,000.00 10,500.00

~ Kepala Tukang 0.018 Oh 70,000.00 1,225.00

~ Mandor 0.0175 Oh 75,000.00 1,312.50

14 1 m2 Pasang Batu Alam Palimanan, Sukabumi, Lempeng 10/10 171,846.88

- Batu Alam Palimanan 1.100 M2 108,700.00 119,570.00


- Pasir Pasang 0.035 M3 110,000.00 3,850.00

- Upah Pekerjaan

~ Pekerja 0.350 Oh 50,000.00 17,500.00

~ Tukang Batu 0.175 Oh 60,000.00 10,500.00

~ Kepala Tukang 0.018 Oh 70,000.00 1,225.00

~ Mandor 0.0175 Oh 75,000.00 1,312.50

15 1 m2 Pasang Batu Alam Lempeng/Piring 85,496.88

- Batu Alam Lempeng 1.100 M2 30,200.00 33,220.00


- Pasir Pasang 0.035 M3 110,000.00 3,850.00

- Upah Pekerjaan

~ Pekerja 0.350 Oh 50,000.00 17,500.00

~ Tukang Batu 0.175 Oh 60,000.00 10,500.00

~ Kepala Tukang 0.018 Oh 70,000.00 1,225.00

~ Mandor 0.0175 Oh 75,000.00 1,312.50

16 1 Bh Pasang Glass Block 26,728.38

- Glass Block 1.000 Bh 23,000.00 23,000.00


- Upah Pekerjaan 1.000 ls 3,500.00 3,500.00

17 1 m2 Pasang Wall paper lebar 50 cm 100,400.00

- Wall paper, lebar 50 cm 2.200 M 25,000.00 55,000.00

- Lem 0.250 Kg 16,000.00 4,000.00

- Upah Pekerjaan

~ Pekerja 0.350 Oh 50,000.00 17,500.00

~ Tukang Batu 0.175 Oh 60,000.00 10,500.00

~ Kepala Tukang 0.170 Oh 70,000.00 11,900.00

~ Mandor 0.0200 Oh 75,000.00 1,500.00

VI PEKERJAAN ATAP

1 1 m3 Pasang Konstruksi Kuda-kuda Ekspose Kayu Kelas Kuat I 22,293,865.00

- Kayu Jati, balok 1.200 M3 16,905,000.00 20,286,000.00

- Besi Strip 15.00 Kg 13,200.00 198,000.00

- Paku Biasa 2" - 5" 5.60 Kg 18,400.00 103,040.00

- Upah Pekerjaan

~ Pekerja 6.700 Oh 50,000.00 335,000.00

~ Tukang Kayu 20.100 Oh 60,000.00 1,206,000.00

~ Kepala Tukang 2.010 Oh 70,000.00 140,700.00

~ Mandor 0.335 Oh 75,000.00 25,125.00

2 1 m3 Pasang Konstruksi Kuda-kuda konvensional kayu kelas I 19,915,540.00

- Kayu Jati, balok 1.100 M3 16,905,000.00 18,595,500.00

- Besi Strip 15.00 Kg 13,200.00 198,000.00

- Paku Biasa 2" - 5" 5.60 Kg 18,400.00 103,040.00

- Upah Pekerjaan

~ Pekerja 4.000 Oh 50,000.00 200,000.00

~ Tukang Kayu 12.000 Oh 60,000.00 720,000.00

~ Kepala Tukang 1.200 Oh 70,000.00 84,000.00

~ Mandor 0.200 Oh 75,000.00 15,000.00

3 1 m3 Pasang Konstruksi Kuda-kuda Kayu kelas II 8,277,540.00

- Kayu Meranti Asli, balok 1.100 M3 6,325,000.00 6,957,500.00

- Besi Strip 15.00 Kg 13,200.00 198,000.00

- Paku Biasa 2" - 5" 5.60 Kg 18,400.00 103,040.00

- Upah Pekerjaan

~ Pekerja 4.000 Oh 50,000.00 200,000.00

~ Tukang Kayu 12.000 Oh 60,000.00 720,000.00

~ Kepala Tukang 1.200 Oh 70,000.00 84,000.00

~ Mandor 0.200 Oh 75,000.00 15,000.00


1 3 4 5 6 72

4 1 m3 Pasang Konstruksi Kuda-kuda Kayu Kelas II, III 5,588,040.00

- Kayu Mahoni, balok 1.100 M3 3,880,000.00 4,268,000.00

- Besi Strip 15.00 Kg 13,200.00 198,000.00

- Paku Biasa 2" - 5" 5.60 Kg 18,400.00 103,040.00

- Upah Pekerjaan

~ Pekerja 4.000 Oh 50,000.00 200,000.00

~ Tukang Kayu 12.000 Oh 60,000.00 720,000.00

~ Kepala Tukang 1.200 Oh 70,000.00 84,000.00

~ Mandor 0.200 Oh 75,000.00 15,000.00

5 1 m3 Pasang Konstruksi Gording Kayu Kelas II 7,822,100.00

- Kayu Meranti Asli, balok 1.100 M3 6,325,000.00 6,957,500.00

- Besi Strip 15.00 Kg 13,200.00 198,000.00

- Paku Biasa 2" - 5" 3.00 Kg 18,400.00 55,200.00

- Upah Pekerjaan

~ Pekerja 2.400 Oh 50,000.00 120,000.00

~ Tukang Kayu 7.200 Oh 60,000.00 432,000.00

~ Kepala Tukang 0.720 Oh 70,000.00 50,400.00

~ Mandor 0.120 Oh 75,000.00 9,000.00

6 1 m3 Pasang Konstruksi Gording Kayu Kelas II, III 5,132,600.00

- Kayu Mahoni,gemalina balok 1.100 M3 3,880,000.00 4,268,000.00

- Besi Strip 15.00 Kg 13,200.00 198,000.00

- Paku Biasa 2" - 5" 3.00 Kg 18,400.00 55,200.00

- Upah Pekerjaan

~ Pekerja 2.400 Oh 50,000.00 120,000.00

~ Tukang Kayu 7.200 Oh 60,000.00 432,000.00

~ Kepala Tukang 0.720 Oh 70,000.00 50,400.00

~ Mandor 0.120 Oh 75,000.00 9,000.00

7 1 m2 Pasang rangka atap genteng kayu klas II 127,365.00

- Kaso-kaso (5 X 7 ) cm Meranti A 0.014 M3 6,325,000.00 88,550.00

- Reng ( 2 X 3 ) cm Meranti A 0.004 M3 6,325,000.00 22,770.00

- Paku 5cm dan 10 cm 0.250 Kg 18,400.00 4,600.00

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Kayu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.001 Oh 70,000.00 70.00

~ Mandor 0.005 Oh 75,000.00 375.00

8 1 m2 Pasang rangka atap genteng kayu klas II,III 84,333.00

- Kaso-kaso (5 X 7 ) cm mahoni,gemalina 0.014 M3 3,880,000.00 54,320.00

- Reng ( 2 X 3 ) cm mahoni 0.004 M3 3,880,000.00 13,968.00

- Paku 5cm dan 10 cm 0.250 Kg 18,400.00 4,600.00

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Kayu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.001 Oh 70,000.00 70.00

~ Mandor 0.005 Oh 75,000.00 375.00

9 1 m2 Pasang rangka atap genteng beton kayu klas II 150,765.00

- Kaso-kaso (5 X 7 ) cm Meranti A 0.014 M3 6,325,000.00 88,550.00

- Reng ( 3 X 4 ) cm Meranti A 0.007 M3 6,325,000.00 45,540.00

- Paku 5cm dan 10 cm 0.250 Kg 18,400.00 4,600.00

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Kayu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.010 Oh 70,000.00 700.00

~ Mandor 0.005 Oh 75,000.00 375.00

10 1 m2 Pasang Kaso (5/7) Kayu Kelas II,III 62,657.50

- Kaso-kaso (5 X 7 ) cm mahoni,gemalina 0.0140 M3 3,880,000.00 54,320.00

- Paku Biasa 2" - 5" 0.125 Kg 18,400.00 2,300.00

- Upah Pekerjaan

~ Pekerja 0.050 Oh 50,000.00 2,500.00

~ Tukang Kayu 0.050 Oh 60,000.00 3,000.00

~ Kepala Tukang 0.005 Oh 70,000.00 350.00

~ Mandor 0.0025 Oh 75,000.00 187.50

11 1 m2 Reng (2/3) Kayu Kelas II,III 22,305.50

- Reng ( 2 X 3 ) cm 0.004 M3 3,880,000.00 13,968.00

- Paku Biasa 2" - 5" 0.125 Kg 18,400.00 2,300.00

- Upah Pekerjaan

~ Pekerja 0.050 Oh 50,000.00 2,500.00

~ Tukang Kayu 0.050 Oh 60,000.00 3,000.00

~ Kepala Tukang 0.005 Oh 70,000.00 350.00

~ Mandor 0.0025 Oh 75,000.00 187.50


1 3 4 5 6 72

12 1 m2 Reng (3/5) Kayu Kelas II,III 36,273.50

- Reng ( 3 X 5 ) cm 0.007 M3 3,880,000.00 27,936.00

- Paku Biasa 2" - 5" 0.125 Kg 18,400.00 2,300.00

- Upah Pekerjaan

~ Pekerja 0.050 Oh 50,000.00 2,500.00

~ Tukang Kayu 0.050 Oh 60,000.00 3,000.00

~ Kepala Tukang 0.005 Oh 70,000.00 350.00

~ Mandor 0.0025 Oh 75,000.00 187.50

13 1 m2 Pasang Atap Genteng Karang Pilang besar 94,470.00

- Genteng Karang Pilang 13.500 Bh 6,100.00 82,350.00

- Upah Pekerjaan

~ Pekerja 0.150 Oh 50,000.00 7,500.00

~ Tukang Kayu 0.060 Oh 60,000.00 3,600.00

~ Kepala Tukang 0.006 Oh 70,000.00 420.00

~ Mandor 0.008 Oh 75,000.00 600.00

14 1 m2 Pasang Atap Genteng Model Karang Pilang (ex Ambulu) 80,660.00

- Genteng model Karang Pilang 25.000 Bh 2,700.00 67,500.00

- Upah Pekerjaan

~ Pekerja 0.150 Oh 50,000.00 7,500.00

~ Tukang Kayu 0.075 Oh 60,000.00 4,500.00

~ Kepala Tukang 0.008 Oh 70,000.00 560.00

~ Mandor 0.008 Oh 75,000.00 600.00

15 1 m2 Pasang Atap Genteng Pres Kedung Bajul (biasa) 54,410.00

- Genteng Pres Kedung Bajul 25.000 Bh 1,650.00 41,250.00

- Upah Pekerjaan

~ Pekerja 0.150 Oh 50,000.00 7,500.00

~ Tukang Kayu 0.075 Oh 60,000.00 4,500.00

~ Kepala Tukang 0.008 Oh 70,000.00 560.00

~ Mandor 0.008 Oh 75,000.00 600.00

16 1 m2 Pasang Atap Genteng Beton 78,672.00

- Genteng Beton 11.000 Bh 6,000.00 66,000.00

- Paku 0.030 Kg 18,400.00 552.00

- Upah Pekerjaan

~ Pekerja 0.150 Oh 50,000.00 7,500.00

~ Tukang Kayu 0.060 Oh 60,000.00 3,600.00

~ Kepala Tukang 0.006 Oh 70,000.00 420.00

~ Mandor 0.008 Oh 75,000.00 600.00

17 1 m Pasang Bubung Genteng Karang Pilang 85,500.00

- Genteng bubung karang pilang 5.000 Bh 7,250.00 36,250.00


- Pasir Pasang 0.032 M3 110,000.00 3,520.00

- Upah Pekerjaan

~ Pekerja 0.400 Oh 50,000.00 20,000.00

~ Tukang Kayu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.002 Oh 75,000.00 150.00

18 1 m Pasang Bubung Genteng Model Karang Pilang 79,250.00

- Genteng bubung model karang pilang 5.000 Bh 6,000.00 30,000.00


- Pasir Pasang 0.032 M3 110,000.00 3,520.00

- Upah Pekerjaan

~ Pekerja 0.400 Oh 50,000.00 20,000.00

~ Tukang Kayu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.002 Oh 75,000.00 150.00

19 1 m Pasang Bubung Pres Kedung Bajul 70,500.00

- Genteng Bubung pres kedung bajul 5.000 Bh 4,250.00 21,250.00


- Pasir Pasang 0.032 M3 110,000.00 3,520.00

- Upah Pekerjaan

~ Pekerja 0.400 Oh 50,000.00 20,000.00

~ Tukang Kayu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.002 Oh 75,000.00 150.00

20 1 m Pasang Bubung Pres Beton 85,650.00

- Genteng Bubung beton 4.000 Bh 9,100.00 36,400.00


- Pasir Pasang 0.032 M3 110,000.00 3,520.00

- Upah Pekerjaan

~ Pekerja 0.400 Oh 50,000.00 20,000.00

~ Tukang Kayu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00


1 3 4 5 6 72

~ Mandor 0.002 Oh 75,000.00 150.00


1 3 4 5 6 72

21 1 m Pasang Bubung Asbes Gelombang kecil 54,010.00

- Asbes Bubung Gelombang 1.000 m 37,400.00 37,400.00

- Paku Sekrup 2.000 bj 1,850.00 3,700.00

- Upah Pekerjaan

~ Pekerja 0.084 Oh 50,000.00 4,200.00

~ Tukang Kayu 0.125 Oh 60,000.00 7,500.00

~ Kepala Tukang 0.013 Oh 70,000.00 910.00

~ Mandor 0.004 Oh 75,000.00 300.00

22 1 m Pasang Bubung Asbes Gelombang besar 79,860.00

- Asbes Bubung Gelombang 1.000 m 63,250.00 63,250.00

- Paku Sekrup 2.000 bj 1,850.00 3,700.00

- Upah Pekerjaan

~ Pekerja 0.084 Oh 50,000.00 4,200.00

~ Tukang Kayu 0.125 Oh 60,000.00 7,500.00

~ Kepala Tukang 0.013 Oh 70,000.00 910.00

~ Mandor 0.004 Oh 75,000.00 300.00

23 1 m2 Pasang Atap Asbes Gelombang 4 mm (Kecil) 42,871.80

- Asbes Gelombang kecil 0.764 Lbr 36,200.00 27,656.80

- Paku Pancing 0.120 Kg 25,000.00 3,000.00

- Upah Pekerjaan

~ Pekerja 0.140 Oh 50,000.00 7,000.00

~ Tukang Kayu 0.070 Oh 60,000.00 4,200.00

~ Kepala Tukang 0.007 Oh 70,000.00 490.00

~ Mandor 0.007 Oh 75,000.00 525.00

24 1 m2 Pasang Atap Asbes Gelombang 5 mm (Besar) 96,972.50

- Asbes Gelombang besar 0.570 Lbr 143,750.00 81,937.50

- Paku Pancing 0.120 Kg 25,000.00 3,000.00

- Upah Pekerjaan

~ Pekerja 0.140 Oh 50,000.00 7,000.00

~ Tukang Kayu 0.067 Oh 60,000.00 4,020.00

~ Kepala Tukang 0.007 Oh 70,000.00 490.00

~ Mandor 0.007 Oh 75,000.00 525.00

25 1 m2 Pasang Atap Seng Gelombang BJLS 30 65,788.00

- Seng Gelombang 0.700 Lbr 78,500.00 54,950.00

- Paku Biasa 0.020 Kg 18,400.00 368.00

- Upah Pekerjaan

~ Pekerja 0.120 Oh 50,000.00 6,000.00

~ Tukang Kayu 0.060 Oh 60,000.00 3,600.00

~ Kepala Tukang 0.006 Oh 70,000.00 420.00

~ Mandor 0.006 Oh 75,000.00 450.00

26 1 m2 Pasang Atap Nok Seng 27,756.00

- Seng Plat BJLS 30 3x6 0.300 Lbr 47,700.00 14,310.00

- Paku Biasa 0.040 Kg 18,400.00 736.00

- Upah Pekerjaan

~ Pekerja 0.150 Oh 50,000.00 7,500.00

~ Tukang Kayu 0.070 Oh 60,000.00 4,200.00

~ Kepala Tukang 0.008 Oh 70,000.00 560.00

~ Mandor 0.006 Oh 75,000.00 450.00

27 1 m2 Pasang Atap Galvalum 149,244.00

- Galvalum 1.050 m2 90,600.00 95,130.00

- Mur Baut 0.020 Kg 30,200.00 604.00

- Upah Pekerjaan

~ Pekerja 0.150 Oh 50,000.00 7,500.00

~ Tukang Kayu 0.750 Oh 60,000.00 45,000.00

~ Kepala Tukang 0.008 Oh 70,000.00 560.00

~ Mandor 0.006 Oh 75,000.00 450.00

28 1 m2 Pasang Fiberglass Gelombang 63,555.00

- Fiberglass Gelombang 1.100 M2 46,000.00 50,600.00

- Paku 0.050 Kg 18,400.00 920.00

- Upah Pekerjaan

~ Pekerja 0.140 Oh 50,000.00 7,000.00

~ Tukang Kayu 0.067 Oh 60,000.00 4,020.00

~ Kepala Tukang 0.007 Oh 70,000.00 490.00

~ Mandor 0.007 Oh 75,000.00 525.00

29 1 m2 Pasang Fiberglass datar 59,485.00

- Fiberglass datar 1.100 M2 42,300.00 46,530.00

- Paku 0.050 Kg 18,400.00 920.00

- Upah Pekerjaan

~ Pekerja 0.140 Oh 50,000.00 7,000.00

~ Tukang Kayu 0.067 Oh 60,000.00 4,020.00

~ Kepala Tukang 0.007 Oh 70,000.00 490.00

~ Mandor 0.007 Oh 75,000.00 525.00


1 3 4 5 6 72

30 1 Kg Pasang rangka atap baja WF 24,795.00

- Besi Profil WF 1.150 Kg 15,000.00 17,250.00

- Upah Pekerjaan

~ Pekerja 0.060 Oh 50,000.00 3,000.00

~ Tukang Las 0.060 Oh 65,000.00 3,900.00

~ Kepala Tukang 0.006 Oh 70,000.00 420.00

~ Mandor 0.003 Oh 75,000.00 225.00

31 1 Kg Pasang Cannal C baja 23,990.00

- Besi Profil Cannal C 1.150 Kg 14,300.00 16,445.00

- Upah Pekerjaan

~ Pekerja 0.060 Oh 50,000.00 3,000.00

~ Tukang Las 0.060 Oh 65,000.00 3,900.00

~ Kepala Tukang 0.006 Oh 70,000.00 420.00

~ Mandor 0.003 Oh 75,000.00 225.00

32 1 Kg Pasang Siku L baja 22,725.00

- Besi Profil Siku L 1.150 Kg 13,200.00 15,180.00

- Upah Pekerjaan

~ Pekerja 0.060 Oh 50,000.00 3,000.00

~ Tukang Las 0.060 Oh 65,000.00 3,900.00

~ Kepala Tukang 0.006 Oh 70,000.00 420.00

~ Mandor 0.003 Oh 75,000.00 225.00

33 100 Kg Pekerjaan Perakitan 53,105.00

- Solar 1.000 Ltr 5,500.00 5,500.00

- Minyak Pelumas 0.100 Ltr 51,800.00 5,180.00

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Las 0.100 Oh 65,000.00 6,500.00

~ Kepala Tukang 0.001 Oh 70,000.00 70.00

~ Mandor 0.005 Oh 75,000.00 375.00

- Alat

~ Mesin Las 0.8 Jam 38,100.00 30,480.00

34 10 cm Pekerjaan Pengelasan 26,469.00

- Kawat Las Listrik 0.400 Kg 31,700.00 12,680.00

- Solar 0.300 Ltr 5,500.00 1,650.00

- Minyak Pelumas 0.040 Ltr 51,800.00 2,072.00

- Upah Pekerjaan

~ Pekerja 0.040 Oh 50,000.00 2,000.00

~ Tukang Las 0.020 Oh 65,000.00 1,300.00

~ Kepala Tukang 0.002 Oh 70,000.00 140.00

~ Mandor 0.002 Oh 75,000.00 150.00

- Alat

~ Mesin Las 0.170 Jam 38,100.00 6,477.00

35 1 Kg Pasang Plat Ezyer baja Tebal 8 s/d 22 mm 23,775.00

- Besi Plat Ezyer 1.000 Kg 13,200.00 13,200.00

- Kawat las/Electroda (Perlengkapan) 0.020 Kg 31,700.00 634.00

- Upah Pekerjaan

~ Pekerja 0.050 Oh 50,000.00 2,500.00

~ Fitter/Tukang Stel 0.050 Oh 60,000.00 3,000.00

~ Tukang Las / welder 0.050 Oh 65,000.00 3,250.00

- Alat

~ Mesin Las 0.01 Jam 38,100.00 381.00

~ Genset 0.01 Jam 81,000.00 810.00

36 1 Bh Pasang Trektank (Jarum keras) 73,350.00

- Treaktank 1.000 Bh 33,300.00 33,300.00

- Perlengkapan 10.000 % 3,330.00 33,300.00

- Upah Pekerjaan


~ Mandor 0.050 Oh 75,000.00 3,750.00

37 1 Kg Pasang Beton Ezyer Regel 25,711.00

- Besi Beton Ezyer 1.000 Kg 12,600.00 12,600.00

- Kawat las/Electroda (Perlengkapan) 0.100 Kg 31,700.00 3,170.00

- Upah Pekerjaan

~ Pekerja 0.050 Oh 50,000.00 2,500.00


~ Tukang Las / welder 0.050 Oh 65,000.00 3,250.00

- Alat

~ Mesin Las 0.01 Jam 38,100.00 381.00

~ Genset 0.01 Jam 81,000.00 810.00


1 3 4 5 6 72

38 1 m' Pasang Lisplank ukuran (3x20) cm, Kayu Kelas Awet II 170,594.60

- Kayu Jati, Papan 0.0108 M3 13,887,000.00 149,979.60

- Paku Biasa 2" - 5" 0.100 Kg 18,400.00 1,840.00

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Kayu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.005 Oh 75,000.00 375.00

39 1 m' Pasang Lisplank ukuran (3x20) cm, Kayu Kelas Awet III 95,135.00

- Kayu Meranti A, Papan 0.0108 M3 6,900,000.00 74,520.00

- Paku Biasa 2" - 5" 0.100 Kg 18,400.00 1,840.00

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Kayu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.005 Oh 75,000.00 375.00

40 1 m' Pasang Lisplank ukuran (3x30) cm, Kayu Kelas Awet II 172,452.00

- Kayu Jati, Papan 0.011 M3 13,887,000.00 152,757.00

- Paku Biasa 2" - 5" 0.050 Kg 18,400.00 920.00

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Kayu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.005 Oh 75,000.00 375.00

41 1 m' Pasang Lisplank ukuran (3x30) cm, Kayu Kelas Awet III 95,595.00


- Paku Biasa 2" - 5" 0.050 Kg 18,400.00 920.00

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Kayu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.005 Oh 75,000.00 375.00

40 1 m' Pasang Lisplank ukuran (2x20) cm, Kayu Kelas II 75,593.00

- Kayu Jati, Papan 0.0040 M3 13,887,000.00 55,548.00

- Paku Biasa 2" - 5" 0.050 Kg 18,400.00 920.00

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Kayu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.025 Oh 70,000.00 1,750.00

~ Mandor 0.005 Oh 75,000.00 375.00

41 1 m' Pasang Lisplank ukuran (2x20) cm, Kayu Kelas III 47,645.00


- Paku Biasa 2" - 5" 0.050 Kg 18,400.00 920.00

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Kayu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.025 Oh 70,000.00 1,750.00

~ Mandor 0.005 Oh 75,000.00 375.00

42 1 m' Pasang Lisplank Kalsium ukuran 20 cm tebal 8 mm 43,841.60

- Kalsium Plank 1.000 M1 15,150.00 15,150.00

- Paku Biasa 2" - 5" 0.050 Kg 18,400.00 920.00

- Kayu Meranti C 3/5 0.004 M3 4,669,000.00 18,209.10

- Upah Pekerjaan

~ Pekerja 0.050 Oh 50,000.00 2,500.00

~ Tukang Kayu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.013 Oh 70,000.00 875.00

~ Mandor 0.003 Oh 75,000.00 187.50

43 1 m' Pasang Lisplank Kalsium ukuran 30 cm tebal 8 mm 54,493.00

- Kalsium Plank 1.000 M1 23,000.00 23,000.00

- Paku Biasa 2" - 5" 0.050 Kg 18,400.00 920.00

- Kayu Meranti C 3/5 0.005 M3 4,669,000.00 21,010.50

- Upah Pekerjaan

~ Pekerja 0.050 Oh 50,000.00 2,500.00

~ Tukang Kayu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.013 Oh 70,000.00 875.00

~ Mandor 0.003 Oh 75,000.00 187.50


1 3 4 5 6 72

44 1 M' Pasang talang datar, seng BJLS 30 131,683.40

- Seng Plat BJLS 30 (90 cm) 1.050 M1 47,700.00 50,085.00

- Paku biasa 0.015 Kg 18,400.00 276.00

- Kayu Meranti C, papan 0.0096 M3 4,669,000.00 44,822.40

- Upah Pekerjaan

~ Pekerja 0.200 Oh 50,000.00 10,000.00

~ Tukang Kayu 0.400 Oh 60,000.00 24,000.00

~ Kepala Tukang 0.025 Oh 70,000.00 1,750.00

~ Mandor 0.01 Oh 75,000.00 750.00

45 1 M' Pasang talang U PVC 15 x 15 65,480.31

- Talang U PVC 15 1.050 M1 25,500.00 26,775.00

- Plat Strip 0.146 kg 13,200.00 1,929.31

- Paku 0.015 Kg 18,400.00 276.00

- Upah Pekerjaan

~ Pekerja 0.200 Oh 50,000.00 10,000.00

~ Tukang Besi 0.400 Oh 60,000.00 24,000.00

~ Kepala Tukang 0.025 Oh 70,000.00 1,750.00

~ Mandor 0.01 Oh 75,000.00 750.00

46 1 m2 Pasang Atap Polycarbonat 174,032.50

- Polycarbonat KW 1 1.100 m2 120,750.00 132,825.00

- Perlengkapan 0.100 Harga 12,075.00 1,207.50


47 1 m2 Pasang Atap Polycarbonat rangka pipa gas/besi kotak 432,825.00


- Rangka Pipa Gas + Pengecatan 1.000 ls 200,000.00 200,000.00


48 1 m2 Pasang Atap Polycarbonat rangka pipa stainless 487,825.00


- Rangka Pipa Stainless 1.000 ls 270,000.00 270,000.00


49 1 m' Papan Roiter 2/20 29,596.00

- Kayu meranti C, papan 0.004 M3 4,669,000.00 18,676.00

- Paku 0.050 Kg 18,400.00 920.00

- Upah Pekerjaan 1.000 Ls 10,000.00 10,000.00

50 1 m' Papan Kompres kayu Meranti 40,932.00

- Kayu Meranti C, papan 0.003 M3 4,669,000.00 14,007.00

- Seng BJLS 30 0.250 m1 47,700.00 11,925.00

- Paku Payung 0.100 Kg 25,000.00 2,500.00

- Upah Pekerjaan 1.000 Ls 12,500.00 12,500.00

VII PEKERJAAN BETON

1 1 M3 Membuat Beton Mutu f'c = 7,4 Mpa (K 100) 785,414.64


- Pasir Beton (Lumajang) 869.000 Kg 97.14 84,417.14

- Batu Pecah Mesin 2/3 999.000 Kg 212.59 212,380.00

- Air 215.000 Ltr 25.00 5,375.00

- Upah Pekerjaan

~ Pekerja 1.650 Oh 50,000.00 82,500.00

~ Tukang Batu 0.275 Oh 60,000.00 16,500.00

~ Kepala Tukang 0.028 Oh 70,000.00 1,960.00

~ Mandor 0.083 Oh 75,000.00 6,225.00

2 1 M3 Membuat Lantai Kerja Beton Mutu f'c = 7,4 Mpa (K 100) 738,156.16




- Air 200.000 Ltr 25.00 5,000.00

- Upah Pekerjaan

~ Pekerja 1.200 Oh 50,000.00 60,000.00

~ Tukang Batu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.060 Oh 75,000.00 4,500.00





- Air 215.000 Ltr 25.00 5,375.00

- Upah Pekerjaan

~ Pekerja 1.650 Oh 50,000.00 82,500.00

~ Tukang Batu 0.275 Oh 60,000.00 16,500.00

~ Kepala Tukang 0.028 Oh 70,000.00 1,960.00

~ Mandor 0.083 Oh 75,000.00 6,225.00


1 3 4 5 6 72





- Air 215.000 Ltr 25.00 5,375.00

- Upah Pekerjaan

~ Pekerja 1.650 Oh 50,000.00 82,500.00

~ Tukang Batu 0.275 Oh 60,000.00 16,500.00

~ Kepala Tukang 0.028 Oh 70,000.00 1,960.00

~ Mandor 0.083 Oh 75,000.00 6,225.00

5 1 M3 Membuat Beton Mutu f'c = 31,2 Mpa (K 350) 1,101,166.88




- Air 215.000 Ltr 25.00 5,375.00

- Upah Pekerjaan

~ Pekerja 2.100 Oh 50,000.00 105,000.00

~ Tukang Batu 0.350 Oh 60,000.00 21,000.00

~ Kepala Tukang 0.035 Oh 70,000.00 2,450.00

~ Mandor 0.105 Oh 75,000.00 7,875.00

6 1 M3 Membuat Beton Kedap Air dengan Strotox - 100 1,146,045.00


- Pasir Beton (Lumajang) 0.480 M3 136,000.00 65,280.00

- Batu Pecah Mesin 2/3 0.800 M3 287,000.00 229,600.00

- Strotox - 100 1.200 Kg 88,200.00 105,840.00

- Upah Pekerjaan

~ Pekerja 2.100 Oh 50,000.00 105,000.00

~ Tukang Batu 0.350 Oh 60,000.00 21,000.00

~ Kepala Tukang 0.035 Oh 70,000.00 2,450.00

~ Mandor 0.105 Oh 75,000.00 7,875.00

7 1 Kg Pembesian dengan besi polos 14,394.00

- Besi beton (polos) 1.050 Kg 12,600.00 13,230.00

- Kawat beton 0.015 Kg 21,000.00 315.00

- Upah Pekerjaan

~ Pekerja 0.007 Oh 50,000.00 350.00

~ Tukang Besi 0.007 Oh 60,000.00 420.00

~ Kepala Tukang 0.0007 Oh 70,000.00 49.00

~ Mandor 0.0004 Oh 75,000.00 30.00

8 1 m2 Pasang Bekisting untuk pondasi 87,638.00

- Kayu Cetakan 0.040 M3 905,700.00 36,228.00

- Paku Biasa 2 ' - 5' 0.300 Kg 18,400.00 5,520.00

- Minyak Bekisting 0.100 Liter 5,200.00 520.00

- Upah Pekerjaan

~ Pekerja 0.520 Oh 50,000.00 26,000.00

~ Tukang Kayu 0.260 Oh 60,000.00 15,600.00

~ Kepala Tukang 0.026 Oh 70,000.00 1,820.00

~ Mandor 0.026 Oh 75,000.00 1,950.00

9 1 m2 Pasang Bekisting untuk sloof 92,166.50

- Kayu Cetakan 0.045 M3 905,700.00 40,756.50

- Paku Biasa 2 ' - 5' 0.300 Kg 18,400.00 5,520.00

- Minyak Bekisting 0.100 Liter 5,200.00 520.00

- Upah Pekerjaan

~ Pekerja 0.520 Oh 50,000.00 26,000.00

~ Tukang Kayu 0.260 Oh 60,000.00 15,600.00

~ Kepala Tukang 0.026 Oh 70,000.00 1,820.00

~ Mandor 0.026 Oh 75,000.00 1,950.00

10 1 m2 Pasang Bekisting untuk kolom bebas 229,613.00

- Kayu Cetakan 0.040 M3 905,700.00 36,228.00

- Paku Biasa 2 ' - 5' 0.400 Kg 18,400.00 7,360.00

- Minyak Bekisting 0.200 Liter 5,200.00 1,040.00

- Balok kayu 0.015 M3 3,000,000.00 45,000.00

- Plywood tebal 9 mm 0.350 Lbr 137,500.00 48,125.00

- Dolken Kayu galam 2.000 btg 18,150.00 36,300.00

- Upah Pekerjaan

~ Pekerja 0.660 Oh 50,000.00 33,000.00

~ Tukang Kayu 0.330 Oh 60,000.00 19,800.00

~ Kepala Tukang 0.033 Oh 70,000.00 2,310.00

~ Mandor 0.006 Oh 75,000.00 450.00


1 3 4 5 6 72

11 1 m2 Pasang Bekisting untuk balok 238,613.00

- Kayu Cetakan 0.040 M3 905,700.00 36,228.00

- Paku Biasa 2 ' - 5' 0.400 Kg 18,400.00 7,360.00


- Balok kayu 0.018 M3 3,000,000.00 54,000.00



- Upah Pekerjaan

~ Pekerja 0.660 Oh 50,000.00 33,000.00

~ Tukang Kayu 0.330 Oh 60,000.00 19,800.00

~ Kepala Tukang 0.033 Oh 70,000.00 2,310.00

~ Mandor 0.006 Oh 75,000.00 450.00

12 1 m2 Pasang Bekisting untuk plat lantai 304,238.00

- Kayu Cetakan 0.040 M3 905,700.00 36,228.00

- Paku Biasa 2 ' - 5' 0.400 Kg 18,400.00 7,360.00


- Balok kayu 0.015 M3 3,000,000.00 45,000.00



- Upah Pekerjaan

~ Pekerja 0.660 Oh 50,000.00 33,000.00

~ Tukang Kayu 0.330 Oh 60,000.00 19,800.00

~ Kepala Tukang 0.033 Oh 70,000.00 2,310.00

~ Mandor 0.033 Oh 75,000.00 2,475.00

13 1 m2 Pasang Bekisting untuk tangga 222,581.00

- Kayu Cetakan 0.030 M3 905,700.00 27,171.00

- Paku Biasa 2 ' - 5' 0.400 Kg 18,400.00 7,360.00


- Balok kayu 0.015 M3 3,000,000.00 45,000.00



- Upah Pekerjaan

~ Pekerja 0.660 Oh 50,000.00 33,000.00

~ Tukang Kayu 0.330 Oh 60,000.00 19,800.00

~ Kepala Tukang 0.033 Oh 70,000.00 2,310.00

~ Mandor 0.033 Oh 75,000.00 2,475.00

14 1 m3 Membuat pondasi beton bertulang (150 kg besi + bekisting) 3,520,755.00

- Kayu Cetakan 0.200 M3 905,700.00 181,140.00

- Paku Biasa 2 ' - 5' 1.500 Kg 18,400.00 27,600.00


- Besi beton (polos) 157.500 Kg 12,600.00 1,984,500.00

- Kawat beton 2.250 Kg 21,000.00 47,250.00




- Upah Pekerjaan

~ Pekerja 5.300 Oh 50,000.00 265,000.00

~ Tukang Batu 0.275 Oh 60,000.00 16,500.00

~ Tukang Kayu 1.300 Oh 60,000.00 78,000.00

~ Tukang Besi 1.050 Oh 60,000.00 63,000.00

~ Kepala Tukang 0.262 Oh 70,000.00 18,340.00

~ Mandor 0.265 Oh 75,000.00 19,875.00

15 1 m3 Membuat sloof BETON BERTULANG (200 kg besi + bekisting) 4,331,364.00

- Kayu Cetakan 0.270 M3 905,700.00 244,539.00

- Paku Biasa 2 ' - 5' 2.000 Kg 18,400.00 36,800.00



- Kawat beton 3.000 Kg 21,000.00 63,000.00




- Upah Pekerjaan

~ Pekerja 5.650 Oh 50,000.00 282,500.00

~ Tukang Batu 0.275 Oh 60,000.00 16,500.00

~ Tukang Kayu 1.560 Oh 60,000.00 93,600.00

~ Tukang Besi 1.400 Oh 60,000.00 84,000.00

~ Kepala Tukang 0.323 Oh 70,000.00 22,610.00

~ Mandor 0.283 Oh 75,000.00 21,225.00


1 3 4 5 6 72

16 1 m3 Membuat balok beton bertulang (200 kg besi + bekisting) 5,543,054.00

- Kayu Cetakan 0.320 M3 905,700.00 289,824.00

- Paku Biasa 2 ' - 5' 3.200 Kg 18,400.00 58,880.00



- Kawat beton 3.000 Kg 21,000.00 63,000.00




- Balok kayu 0.140 M3 3,000,000.00 420,000.00



- Upah Pekerjaan

~ Pekerja 6.350 Oh 50,000.00 317,500.00

~ Tukang Batu 0.275 Oh 60,000.00 16,500.00

~ Tukang Kayu 1.650 Oh 60,000.00 99,000.00

~ Tukang Besi 1.400 Oh 60,000.00 84,000.00

~ Kepala Tukang 0.333 Oh 70,000.00 23,310.00

~ Mandor 0.318 Oh 75,000.00 23,850.00

17 1 m3 Membuat kolom beton bertulang (200 kg besi + bekisting) 5,452,419.00

- Kayu Cetakan 0.320 M3 905,700.00 289,824.00

- Paku Biasa 2 ' - 5' 3.200 Kg 18,400.00 58,880.00



- Kawat beton 3.000 Kg 21,000.00 63,000.00




- Balok kayu 0.120 M3 3,000,000.00 360,000.00



- Upah Pekerjaan

~ Pekerja 5.300 Oh 50,000.00 265,000.00

~ Tukang Batu 0.275 Oh 60,000.00 16,500.00

~ Tukang Kayu 1.300 Oh 60,000.00 78,000.00

~ Tukang Besi 1.050 Oh 60,000.00 63,000.00

~ Kepala Tukang 0.265 Oh 70,000.00 18,550.00

~ Mandor 0.265 Oh 75,000.00 19,875.00


- Kayu Cetakan 0.400 M3 905,700.00 362,280.00

- Paku Biasa 2 ' - 5' 4.000 Kg 18,400.00 73,600.00



- Kawat beton 4.500 Kg 21,000.00 94,500.00




- Balok kayu 0.150 M3 3,000,000.00 450,000.00



- Upah Pekerjaan

~ Pekerja 7.050 Oh 50,000.00 352,500.00

~ Tukang Batu 0.275 Oh 60,000.00 16,500.00

~ Tukang Kayu 1.650 Oh 60,000.00 99,000.00

~ Tukang Besi 2.100 Oh 60,000.00 126,000.00

~ Kepala Tukang 0.403 Oh 70,000.00 28,210.00

~ Mandor 0.353 Oh 75,000.00 26,475.00


1 3 4 5 6 72


- Kayu Cetakan 0.320 M3 905,700.00 289,824.00

- Paku Biasa 2 ' - 5' 3.200 Kg 18,400.00 58,880.00



- Kawat beton 2.250 Kg 21,000.00 47,250.00




- Balok kayu 0.120 M3 3,000,000.00 360,000.00



- Upah Pekerjaan

~ Pekerja 5.300 Oh 50,000.00 265,000.00

~ Tukang Batu 0.275 Oh 60,000.00 16,500.00

~ Tukang Kayu 1.300 Oh 60,000.00 78,000.00

~ Tukang Besi 1.050 Oh 60,000.00 63,000.00

~ Kepala Tukang 0.265 Oh 70,000.00 18,550.00

~ Mandor 0.265 Oh 75,000.00 19,875.00

20 1 m3 Membuat tangga beton bertulang (200 kg besi + bekisting) 5,136,562.50

- Kayu Cetakan 0.250 M3 905,700.00 226,425.00

- Paku Biasa 2 ' - 5' 3.000 Kg 18,400.00 55,200.00



- Kawat beton 3.000 Kg 21,000.00 63,000.00




- Balok kayu 0.105 M3 3,000,000.00 315,000.00



- Upah Pekerjaan

~ Pekerja 5.600 Oh 50,000.00 280,000.00

~ Tukang Batu 0.350 Oh 60,000.00 21,000.00

~ Tukang Kayu 2.300 Oh 60,000.00 138,000.00

~ Tukang Besi 1.400 Oh 60,000.00 84,000.00

~ Kepala Tukang 0.405 Oh 70,000.00 28,350.00

~ Mandor 0.202 Oh 75,000.00 15,150.00

22 1 m' Membuat kolom praktis beton bertulang (11 x 11) cm 72,429.40

- Kayu Cetakan 0.002 M3 905,700.00 1,811.40

- Paku Biasa 2 ' - 5' 0.010 Kg 18,400.00 184.00


- Kawat beton 0.450 Kg 21,000.00 9,450.00


- Pasir Beton (Lumajang) 0.006 M3 136,000.00 816.00


- Upah Pekerjaan

~ Pekerja 0.180 Oh 50,000.00 9,000.00

~ Tukang Batu 0.020 Oh 60,000.00 1,200.00

~ Tukang Kayu 0.020 Oh 60,000.00 1,200.00

~ Tukang Besi 0.020 Oh 60,000.00 1,200.00

~ Kepala Tukang 0.006 Oh 70,000.00 420.00

~ Mandor 0.009 Oh 75,000.00 675.00

23 1 m' Membuat ring balok beton bertulang (10 x 15) cm 86,012.85

- Kayu Cetakan 0.003 M3 905,700.00 2,717.10

- Paku Biasa 2 ' - 5' 0.020 Kg 18,400.00 368.00


- Kawat beton 0.050 Kg 21,000.00 1,050.00




- Upah Pekerjaan

~ Pekerja 0.297 Oh 50,000.00 14,850.00

~ Tukang Batu 0.033 Oh 60,000.00 1,980.00

~ Tukang Kayu 0.033 Oh 60,000.00 1,980.00

~ Tukang Besi 0.033 Oh 60,000.00 1,980.00

~ Kepala Tukang 0.010 Oh 70,000.00 700.00

~ Mandor 0.015 Oh 75,000.00 1,125.00


1 3 4 5 6 72

21 1 m3 Membuat plat beton bertulang (150 kg besi + bekisting) 4,992,969.00

- Kayu Cetakan 0.320 M3 905,700.00 289,824.00

- Paku Biasa 2 ' - 5' 3.200 Kg 18,400.00 58,880.00



- Kawat beton 2.250 Kg 21,000.00 47,250.00




- Balok kayu 0.120 M3 3,000,000.00 360,000.00



- Upah Pekerjaan

~ Pekerja 5.300 Oh 50,000.00 265,000.00

~ Tukang Batu 0.275 Oh 60,000.00 16,500.00

~ Tukang Kayu 1.300 Oh 60,000.00 78,000.00

~ Tukang Besi 1.050 Oh 60,000.00 63,000.00

~ Kepala Tukang 0.265 Oh 70,000.00 18,550.00

~ Mandor 0.265 Oh 75,000.00 19,875.00

22 1 m3 Membuat plat deker beton bertulang tebal s/d 10 cm 3,843,996.60

- Beton , K 175 1.000 M3 901,481.35 901,481.35

- Pembesian dengan besi polos 150.000 Kg 14,394.00 2,159,100.00

- Pasang Bekisting 8.500 M2 92,166.50 783,415.25

23 1 m3 Membuat plat deker beton bertulang tebal > 10 cm 4,563,696.60

- Beton , K 175 1.000 M3 901,481.35 901,481.35



24 1 m3 Membuat plat jembatan beton bertulang tebal > 10 cm 6,003,096.60

- Beton , K 175 1.000 M3 901,481.35 901,481.35




1 3 4 5 6 72

VIII PEKERJAAN KUSEN

1 1 m3 Pasang Kusen Pintu dan Jendela Kayu Jati Kelas Awet I 20,417,750.00

- Kayu Jati, balok 1.100 M3 16,905,000.00 18,595,500.00

- Paku 10cm 1.250 kg 18,400.00 23,000.00

- Lem Kayu 1.000 kg 16,000.00 16,000.00

- Upah Pekerjaan

~ Pekerja 7.000 Oh 50,000.00 350,000.00

~ Tukang Kayu 21.000 Oh 60,000.00 1,260,000.00

~ Kepala Tukang 2.100 Oh 70,000.00 147,000.00

~ Mandor 0.350 Oh 75,000.00 26,250.00

2 1 m3 Pasang Kusen Pintu dan Jendela Kayu Jati Kelas Awet II 17,797,500.00

- Kayu Jati, balok 1.200 M3 13,525,000.00 16,230,000.00

- Paku 10cm 1.250 kg 18,400.00 23,000.00

- Lem Kayu 1.000 kg 16,000.00 16,000.00

- Upah Pekerjaan

~ Pekerja 6.000 Oh 50,000.00 300,000.00

~ Tukang Kayu 18.000 Oh 60,000.00 1,080,000.00

~ Kepala Tukang 1.800 Oh 70,000.00 126,000.00

~ Mandor 0.300 Oh 75,000.00 22,500.00

3 1 m3 Pasang Kusen Pintu dan Jendela Kayu Kelas Awet III 6,223,500.00

- Kayu Mahoni balok 1.200 M3 3,880,000.00 4,656,000.00

- Paku 10cm 1.250 kg 18,400.00 23,000.00

- Lem Kayu 1.000 kg 16,000.00 16,000.00

- Upah Pekerjaan

~ Pekerja 6.000 Oh 50,000.00 300,000.00

~ Tukang Kayu 18.000 Oh 60,000.00 1,080,000.00

~ Kepala Tukang 1.800 Oh 70,000.00 126,000.00

~ Mandor 0.300 Oh 75,000.00 22,500.00

4 1 m2 Pasang Pintu Panel Kayu kelas I 963,150.00

- Kayu Jati, Papan 0.040 M3 17,510,000.00 700,400.00

- Lem Kayu 0.500 kg 16,000.00 8,000.00

- Upah Pekerjaan

~ Pekerja 1.000 Oh 50,000.00 50,000.00

~ Tukang Kayu 3.000 Oh 60,000.00 180,000.00

~ Kepala Tukang 0.300 Oh 70,000.00 21,000.00

~ Mandor 0.050 Oh 75,000.00 3,750.00

5 1 m2 Pasang Pintu Panel Kayu Kelas Awet II 818,230.00

- Kayu Jati, papan 0.040 M3 13,887,000.00 555,480.00

- Lem Kayu 0.500 Kg 16,000.00 8,000.00

- Upah Pekerjaan

~ Pekerja 1.000 Oh 50,000.00 50,000.00

~ Tukang Kayu 3.000 Oh 60,000.00 180,000.00

~ Kepala Tukang 0.300 Oh 70,000.00 21,000.00

~ Mandor 0.050 Oh 75,000.00 3,750.00

6 1 m2 Pasang Pintu Panel Kayu Kelas Awet III 432,750.00

- Kayu Mahoni papan 0.040 M3 4,250,000.00 170,000.00

- Lem Kayu 0.500 Kg 16,000.00 8,000.00

- Upah Pekerjaan

~ Pekerja 1.000 Oh 50,000.00 50,000.00

~ Tukang Kayu 3.000 Oh 60,000.00 180,000.00

~ Kepala Tukang 0.300 Oh 70,000.00 21,000.00

~ Mandor 0.050 Oh 75,000.00 3,750.00

7 1 m2 Pasang Pintu dan Jendela Jalusi Kayu Kelas II 1,151,518.00

- Kayu Jati, Papan 0.064 M3 13,887,000.00 888,768.00

- Lem Kayu 0.500 Kg 16,000.00 8,000.00

- Upah Pekerjaan

~ Pekerja 1.000 Oh 50,000.00 50,000.00

~ Tukang Kayu 3.000 Oh 60,000.00 180,000.00

~ Kepala Tukang 0.300 Oh 70,000.00 21,000.00

~ Mandor 0.050 Oh 75,000.00 3,750.00

8 1 m2 Pasang Pintu Plywood Rangkap, Rangka Kayu Kelas III 353,527.00

- Kayu Mahoni, Papan 0.025 M3 4,250,000.00 106,250.00

- Paku Biasa 1/2" - 1 0.030 Kg 18,400.00 552.00

- Lem Kayu 0.500 kg 16,000.00 8,000.00

- Plywood 90 x 220 x 4 mm 1.000 Lbr 60,400.00 60,400.00

- Upah Pekerjaan

~ Pekerja 0.700 Oh 50,000.00 35,000.00

~ Tukang Kayu 2.100 Oh 60,000.00 126,000.00

~ Kepala Tukang 0.210 Oh 70,000.00 14,700.00

~ Mandor 0.035 Oh 75,000.00 2,625.00


1 3 4 5 6 72

9 1 m2 Pasang Pintu Plywood Rangkap, Rangka Kayu Kelas IV 364,002.00

- Kayu Meranti C, Papan 0.0250 M3 4,669,000.00 116,725.00

- Paku Biasa 1/2" - 1 0.030 Kg 18,400.00 552.00

- Lem Kayu 0.500 Lt 16,000.00 8,000.00

- Plywood 90 x 220 x 4 mm 1.000 Lbr 60,400.00 60,400.00

- Upah Pekerjaan

~ Pekerja 0.700 Oh 50,000.00 35,000.00

~ Tukang Kayu 2.100 Oh 60,000.00 126,000.00

~ Kepala Tukang 0.210 Oh 70,000.00 14,700.00

~ Mandor 0.035 Oh 75,000.00 2,625.00

10 1 m2 Pasang Pintu Doubel Teakwood, Rangka Kayu Meranti (MC) 406,202.00

- Kayu Meranti, Papan 0.025 M3 4,669,000.00 116,725.00

- Paku Biasa 1/2" - 1 0.030 Kg 18,400.00 552.00

- Lem Kayu 0.500 Lt 16,000.00 8,000.00

- Tekwood 90 x 210 x 3 mm 1.000 Lbr 102,600.00 102,600.00

- Upah Pekerjaan

~ Pekerja 0.700 Oh 50,000.00 35,000.00

~ Tukang Kayu 2.100 Oh 60,000.00 126,000.00

~ Kepala Tukang 0.210 Oh 70,000.00 14,700.00

~ Mandor 0.035 Oh 75,000.00 2,625.00

11 1 m2 Pasang Pintu Doubel Teakwood Lapis Almunium, Rangka Kayu Meranti (MC) 547,352.00

- Kayu Meranti, Papan 0.025 M3 4,669,000.00 116,725.00

- Paku Biasa 1/2" - 1 0.030 Kg 18,400.00 552.00

- Lem Kayu 0.500 Lt 16,000.00 8,000.00

- Tekwood 90 x 210 x 4 mm 1.000 Lbr 102,600.00 102,600.00

- Almunium 3' x 7' x 4 mm 0.500 Lbr 205,800.00 102,900.00

- Upah Pekerjaan

~ Pekerja 0.850 Oh 50,000.00 42,500.00

~ Tukang Kayu 2.550 Oh 60,000.00 153,000.00

~ Kepala Tukang 0.255 Oh 70,000.00 17,850.00

~ Mandor 0.043 Oh 75,000.00 3,225.00

12 1 m2 Pasang Dinding Pemisah Teakwood Rangkap, Rangka Kayu Meranti (MA) 321,025.00

- Kayu Meranti, Balok (6 x 12) 0.0280 M3 6,325,000.00 177,100.00

- Paku Biasa 1/2" - 1 0.150 Kg 18,400.00 2,760.00

- Lem Kayu 0.560 Kg 16,000.00 8,960.00

- Tekwood 120 x 240 x 4 mm 0.860 Lbr 109,250.00 93,955.00

- Upah Pekerjaan

~ Pekerja 0.150 Oh 50,000.00 7,500.00

~ Tukang Kayu 0.450 Oh 60,000.00 27,000.00

~ Kepala Tukang 0.045 Oh 70,000.00 3,150.00

~ Mandor 0.008 Oh 75,000.00 600.00

13 1 m2 Pasang Rangka Pintu / jendela Tanpa Kaca Kayu Kelas I 628,840.00

- Kayu Jati, Papan 0.0240 M3 17,510,000.00 420,240.00

- Lem Kayu 0.300 kg 16,000.00 4,800.00

- Upah Pekerjaan

~ Pekerja 0.800 Oh 50,000.00 40,000.00

~ Tukang Kayu 2.400 Oh 60,000.00 144,000.00

~ Kepala Tukang 0.240 Oh 70,000.00 16,800.00

~ Mandor 0.040 Oh 75,000.00 3,000.00

14 1 m2 Pasang Rangka Pintu / jendela Tanpa Kaca Kayu Kelas II 541,888.00

- Kayu Jati, Papan 0.0240 M3 13,887,000.00 333,288.00

- Lem Kayu 0.300 kg 16,000.00 4,800.00

- Upah Pekerjaan

~ Pekerja 0.800 Oh 50,000.00 40,000.00

~ Tukang Kayu 2.400 Oh 60,000.00 144,000.00

~ Kepala Tukang 0.240 Oh 70,000.00 16,800.00

~ Mandor 0.040 Oh 75,000.00 3,000.00

15 1 m2 Pasang Rangka Pintu / jendela Tanpa Kaca Kayu Kelas III 310,600.00

- Kayu Mahoni, Papan 0.0240 M3 4,250,000.00 102,000.00

- Lem Kayu 0.300 kg 16,000.00 4,800.00

- Upah Pekerjaan

~ Pekerja 0.800 Oh 50,000.00 40,000.00

~ Tukang Kayu 2.400 Oh 60,000.00 144,000.00

~ Kepala Tukang 0.240 Oh 70,000.00 16,800.00

~ Mandor 0.040 Oh 75,000.00 3,000.00

16 1 m2 Pasang jalusi Kusen Kayu Kelas I 1,245,985.00

- Kayu Jati, papan 0.0600 M3 17,510,000.00 1,050,600.00

- Paku 1 cm - 2.5 cm 0.1500 kg 18,400.00 2,760.00

- Upah Pekerjaan

~ Pekerja 0.670 Oh 50,000.00 33,500.00

~ Tukang Kayu 2.000 Oh 60,000.00 120,000.00

~ Kepala Tukang 0.200 Oh 70,000.00 14,000.00


1 3 4 5 6 72

~ Mandor 0.335 Oh 75,000.00 25,125.00

17 1 m2 Pasang jalusi Kusen Kayu Kelas II 1,028,605.00

- Kayu Jati, papan 0.0600 M3 13,887,000.00 833,220.00

- Paku 1 cm - 2.5 cm 0.1500 kg 18,400.00 2,760.00

- Upah Pekerjaan

~ Pekerja 0.670 Oh 50,000.00 33,500.00

~ Tukang Kayu 2.000 Oh 60,000.00 120,000.00

~ Kepala Tukang 0.200 Oh 70,000.00 14,000.00

~ Mandor 0.335 Oh 75,000.00 25,125.00

18 1 m2 Pasang Kaca, Tebal 5 mm 95,556.25

- Kaca 1.1000 M2 77,000.00 84,700.00

- Upah Pekerjaan

~ Pekerja 0.015 Oh 50,000.00 750.00

~ Tukang Kayu 0.150 Oh 60,000.00 9,000.00

~ Kepala Tukang 0.015 Oh 70,000.00 1,050.00

~ Mandor 0.00075 Oh 75,000.00 56.25

19 1 m2 Pasang Kaca, Tebal 8 mm 165,940.00

- Kaca 1.1000 M2 140,000.00 154,000.00

- Upah Pekerjaan

~ Pekerja 0.0165 Oh 50,000.00 825.00

~ Tukang Kayu 0.165 Oh 60,000.00 9,900.00

~ Kepala Tukang 0.0165 Oh 70,000.00 1,155.00

~ Mandor 0.00080 Oh 75,000.00 60.00

20 1 m2 Pasang Kaca Rayben, Tebal 5 mm 104,356.25

- Kaca Rayben 1.1000 M2 85,000.00 93,500.00

- Upah Pekerjaan

~ Pekerja 0.015 Oh 50,000.00 750.00

~ Tukang Kayu 0.150 Oh 60,000.00 9,000.00

~ Kepala Tukang 0.015 Oh 70,000.00 1,050.00

~ Mandor 0.00075 Oh 75,000.00 56.25

21 Pasang 1 buah kunci pintu biasa 107,575.00

- Kunci Pintu Biasa 1.000 Bh 76,000.00 76,000.00

- Upah Pekerjaan

~ Pekerja 0.010 Oh 50,000.00 500.00

~ Tukang Kayu 0.500 Oh 60,000.00 30,000.00

~ Kepala Tukang 0.010 Oh 70,000.00 700.00

~ Mandor 0.005 Oh 75,000.00 375.00

22 Pasang 1 buah kunci tanam hias 248,425.00

- Kunci Tanam Hias 1.000 Bh 205,000.00 205,000.00

- Upah Pekerjaan

~ Pekerja 0.060 Oh 50,000.00 3,000.00

~ Tukang Kayu 0.600 Oh 60,000.00 36,000.00

~ Kepala Tukang 0.060 Oh 70,000.00 4,200.00

~ Mandor 0.003 Oh 75,000.00 225.00

23 Pasang 1 buah kunci tanam silinder + pegangan 237,918.75

- Kunci tanam Silinder 1.000 Bh 110,300.00 110,300.00

- Pegangan pintu (handle) 1.000 Stl 97,000.00 97,000.00

- Upah Pekerjaan

~ Pekerja 0.005 Oh 50,000.00 250.00

~ Tukang Kayu 0.500 Oh 60,000.00 30,000.00

~ Kepala Tukang 0.005 Oh 70,000.00 350.00

~ Mandor 0.00025 Oh 75,000.00 18.75

24 Pasang engsel pintu besar (Kuningan/sendok) 47,156.25

- Engsel pintu besar 1.000 Set 36,300.00 36,300.00

- Upah Pekerjaan

~ Pekerja 0.015 Oh 50,000.00 750.00

~ Tukang Kayu 0.150 Oh 60,000.00 9,000.00

~ Kepala Tukang 0.015 Oh 70,000.00 1,050.00

~ Mandor 0.00075 Oh 75,000.00 56.25

25 Pasang engsel pintu kecil 33,856.25

- Engsel pintu kecil 1.000 Set 23,000.00 23,000.00

- Upah Pekerjaan

~ Pekerja 0.015 Oh 50,000.00 750.00

~ Tukang Kayu 0.150 Oh 60,000.00 9,000.00

~ Kepala Tukang 0.015 Oh 70,000.00 1,050.00

~ Mandor 0.00075 Oh 75,000.00 56.25

26 Pasang engsel jendela 24,487.50

- Engsel jendela kecil 1.000 Set 17,250.00 17,250.00

- Upah Pekerjaan

~ Pekerja 0.010 Oh 50,000.00 500.00

~ Tukang Kayu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.010 Oh 70,000.00 700.00


1 3 4 5 6 72

~ Mandor 0.00050 Oh 75,000.00 37.50


1 3 4 5 6 72

27 Pasang Kunci Selot 77,775.00

- Kunci Selot 1.000 bh 63,300.00 63,300.00

- Upah Pekerjaan

~ Pekerja 0.020 Oh 50,000.00 1,000.00

~ Tukang Kayu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.001 Oh 75,000.00 75.00

28 Pasang hak angin / Sikutan Kuningan 32,656.25

- Hak angin 1.000 Set 21,800.00 21,800.00

- Upah Pekerjaan

~ Pekerja 0.015 Oh 50,000.00 750.00

~ Tukang Kayu 0.150 Oh 60,000.00 9,000.00

~ Kepala Tukang 0.015 Oh 70,000.00 1,050.00

~ Mandor 0.00075 Oh 75,000.00 56.25

29 Pasang hak angin 4 mm lurus 30,856.25

- Hak angin 4 mm lurus 1.000 Set 20,000.00 20,000.00

- Upah Pekerjaan

~ Pekerja 0.015 Oh 50,000.00 750.00

~ Tukang Kayu 0.150 Oh 60,000.00 9,000.00

~ Kepala Tukang 0.015 Oh 70,000.00 1,050.00

~ Mandor 0.00075 Oh 75,000.00 56.25

30 Pasang Grendel 24,487.50

- Grendel pintu besar 1.000 Bh 17,250.00 17,250.00

- Upah Pekerjaan

~ Pekerja 0.010 Oh 50,000.00 500.00

~ Tukang Kayu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.010 Oh 70,000.00 700.00

~ Mandor 0.00050 Oh 75,000.00 37.50

31 Pasang Grendel Kecil 15,887.50

- Grendel jendela kecil 1.000 Bh 8,650.00 8,650.00

- Upah Pekerjaan

~ Pekerja 0.010 Oh 50,000.00 500.00

~ Tukang Kayu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.010 Oh 70,000.00 700.00

~ Mandor 0.00050 Oh 75,000.00 37.50

32 Memasang kawat harmonika 1 M2 51,636.75

- Kawat Harmonika 1.000 M2 45,400.00 45,400.00

- Paku 0.020 Kg 18,400.00 368.00

- Upah Pekerjaan

~ Pekerja 0.050 Oh 50,000.00 2,500.00

~ Tukang Kayu 0.050 Oh 60,000.00 3,000.00

~ Kepala Tukang 0.005 Oh 70,000.00 350.00

~ Mandor 0.00025 Oh 75,000.00 18.75

33 1 M2 Pasang Rolling Door Aluminium (silver) 561,550.00

- Rolling Door tebal 1,2 mm 1.000 M2 440,800.00 440,800.00

- Upah Pekerjaan

~ Pekerja 1.000 Oh 50,000.00 50,000.00

~ Tukang Besi Konstruksi 1.000 Oh 60,000.00 60,000.00

~ Kepala Tukang 0.100 Oh 70,000.00 7,000.00

~ Mandor 0.050 Oh 75,000.00 3,750.00

34 1 m' Pasang Kusen Aluminium 3 " (Silver) 88,721.50

- Kusen Almunium 3" 1.100 M' 72,450.00 79,695.00

- Skrup fixer 2.000 Buah 1,700.00 3,400.00

- Sealant 0.060 Tube 7,300.00 438.00

- Upah Pekerjaan

~ Pekerja 0.043 Oh 50,000.00 2,150.00


~ Kepala Tukang 0.0043 Oh 70,000.00 301.00

~ Mandor 0.0021 Oh 75,000.00 157.50

35 1 m' Pasang Kusen Aluminium 3 " (Brown) 95,376.50

- Kusen Almunium 3" 1.100 M' 78,500.00 86,350.00

- Skrup fixer 2.000 Buah 1,700.00 3,400.00

- Sealant 0.060 Tube 7,300.00 438.00

- Upah Pekerjaan

~ Pekerja 0.043 Oh 50,000.00 2,150.00


~ Kepala Tukang 0.0043 Oh 70,000.00 301.00

~ Mandor 0.0021 Oh 75,000.00 157.50


1 3 4 5 6 72

36 1 m' Pasang Kusen Aluminium 4 " (Silver) 108,686.50

- Kusen Almunium 4" 1.100 M' 90,600.00 99,660.00

- Skrup fixer 2.000 Buah 1,700.00 3,400.00

- Sealant 0.060 Tube 7,300.00 438.00

- Upah Pekerjaan

~ Pekerja 0.043 Oh 50,000.00 2,150.00


~ Kepala Tukang 0.0043 Oh 70,000.00 301.00

~ Mandor 0.0021 Oh 75,000.00 157.50

37 1 m' Pasang Kusen Aluminium 4 " (Brown) 115,286.50

- Kusen Almunium 4" 1.100 M' 96,600.00 106,260.00

- Skrup fixer 2.000 Buah 1,700.00 3,400.00

- Sealant 0.060 Tube 7,300.00 438.00

- Upah Pekerjaan

~ Pekerja 0.043 Oh 50,000.00 2,150.00


~ Kepala Tukang 0.0043 Oh 70,000.00 301.00

~ Mandor 0.0021 Oh 75,000.00 157.50

38 1 m' Pasang Kusen Aluminium Curtain Wall 3" (Silver) 88,748.00

- Kusen Curtain Wall 1.100 M' 72,500.00 79,750.00

- Skrup fixer 2.000 Buah 1,700.00 3,400.00

- Sealant 0.060 Tube 7,300.00 438.00

- Upah Pekerjaan

~ Pekerja 0.043 Oh 50,000.00 2,150.00


~ Kepala Tukang 0.004 Oh 70,000.00 280.00

~ Mandor 0.002 Oh 75,000.00 150.00

39 1 m' Pasang Kusen Aluminium Curtain Wall 3" (brown) 95,348.00

- Kusen Curtain Wall brown 1.100 M' 78,500.00 86,350.00

- Skrup fixer 2.000 Buah 1,700.00 3,400.00

- Sealant 0.060 Tube 7,300.00 438.00

- Upah Pekerjaan

~ Pekerja 0.043 Oh 50,000.00 2,150.00


~ Kepala Tukang 0.004 Oh 70,000.00 280.00

~ Mandor 0.002 Oh 75,000.00 150.00

40 1 m' Pasang Kusen Alumunium Curtain Wall 4" (Silver) 108,658.00

- Kusen Curtain Wall silver 1.100 M' 90,600.00 99,660.00

- Skrup fixer 2.000 Buah 1,700.00 3,400.00

- Sealant 0.060 Tube 7,300.00 438.00

- Upah Pekerjaan

~ Pekerja 0.043 Oh 50,000.00 2,150.00


~ Kepala Tukang 0.004 Oh 70,000.00 280.00

~ Mandor 0.002 Oh 75,000.00 150.00

41 1 m' Pasang Kusen Aluminium Curtain Wall 4" (brown) 115,258.00

- Kusen Curtain Wall brown 1.100 M' 96,600.00 106,260.00

- Skrup fixer 2.000 Buah 1,700.00 3,400.00

- Sealant 0.060 Tube 7,300.00 438.00

- Upah Pekerjaan

~ Pekerja 0.043 Oh 50,000.00 2,150.00


~ Kepala Tukang 0.004 Oh 70,000.00 280.00

~ Mandor 0.002 Oh 75,000.00 150.00

42 1 m' Pasang Daun jendela aluminium (silver) 148,892.00

- Daun jendela aluminium 1.100 M' 53,200.00 58,520.00

- Accesories 0.100 Hrg 58,520.00 5,852.00

- Sponeng 1.100 M' 24,200.00 26,620.00

- Upah Pekerjaan

~ Pekerja 0.080 Oh 50,000.00 4,000.00

~ Tukang Besi 0.800 Oh 60,000.00 48,000.00

~ Kepala Tukang 0.080 Oh 70,000.00 5,600.00

~ Mandor 0.004 Oh 75,000.00 300.00

43 1 m' Pasang Daun jendela aluminium (brown) 164,864.00

- Daun jendela aluminium 1.100 M' 66,400.00 73,040.00

- Accesories 0.100 Hrg 73,040.00 7,304.00

- Sponeng 1.100 M' 24,200.00 26,620.00

- Upah Pekerjaan

~ Pekerja 0.080 Oh 50,000.00 4,000.00

~ Tukang Besi 0.800 Oh 60,000.00 48,000.00

~ Kepala Tukang 0.080 Oh 70,000.00 5,600.00

~ Mandor 0.004 Oh 75,000.00 300.00


1 3 4 5 6 72

44 1 m2 Pasang Sunscreen Aluminium 1,229,400.00

- Sunscreen Aluminium 1.000 M2 1,171,500.00 1,171,500.00

- Upah Pekerjaan

~ Pekerja 0.080 Oh 50,000.00 4,000.00

~ Tukang Besi 0.800 Oh 60,000.00 48,000.00

~ Kepala Tukang 0.080 Oh 70,000.00 5,600.00

~ Mandor 0.004 Oh 75,000.00 300.00

45 1 bh Pasang Door Closer 295,187.50

- Door Closer 1.000 Bh 259,000.00 259,000.00

- Upah Pekerjaan

~ Pekerja 0.050 Oh 50,000.00 2,500.00

~ Tukang Besi 0.500 Oh 60,000.00 30,000.00

~ Kepala Tukang 0.050 Oh 70,000.00 3,500.00

~ Mandor 0.003 Oh 75,000.00 187.50

46 1 bh Pasang Door Holder/ Pegangan Pintu 193,187.50

- Door Holder hias 1.000 Set 157,000.00 157,000.00

- Upah Pekerjaan

~ Pekerja 0.050 Oh 50,000.00 2,500.00

~ Tukang Besi 0.500 Oh 60,000.00 30,000.00

~ Kepala Tukang 0.050 Oh 70,000.00 3,500.00

~ Mandor 0.003 Oh 75,000.00 187.50

IX PEKERJAAN LANGIT-LANGIT / RANGKA PLAFOND

1 1 m2 Pasang Rangka Plafond Hollow Partisi 65,340.00

- Besi Hollow partisi 4x4 3.000 M' 10,250.00 30,750.00

- Besi Hollow partisi 2x4 2.500 M' 8,750.00 21,875.00

- Accesories 0.150 Kg 26,600.00 3,990.00

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Besi 0.050 Oh 60,000.00 3,000.00

~ Kepala Tukang 0.005 Oh 70,000.00 350.00

~ Mandor 0.005 Oh 75,000.00 375.00

2 1 m2 Rangka Langit-langit Kayu Meranti (MA) 1 x 1 m 107,615.00

- Kayu Meranti (MA) 0.012 M3 6,325,000.00 75,900.00

- Paku 0.100 Kg 18,400.00 1,840.00

- Upah Pekerjaan

~ Pekerja 0.150 Oh 50,000.00 7,500.00

~ Tukang Kayu 0.250 Oh 60,000.00 15,000.00

~ Kepala Tukang 0.025 Oh 70,000.00 1,750.00

~ Mandor 0.0750 Oh 75,000.00 5,625.00

3 1 m2 Rangka Langit-langit Kayu Meranti (MC) 1 x 1 m 83,741.00

- Kayu Meranti (MC) 0.012 M3 4,335,500.00 52,026.00

- Paku 0.100 Kg 18,400.00 1,840.00

- Upah Pekerjaan

~ Pekerja 0.150 Oh 50,000.00 7,500.00

~ Tukang Kayu 0.250 Oh 60,000.00 15,000.00

~ Kepala Tukang 0.025 Oh 70,000.00 1,750.00

~ Mandor 0.0750 Oh 75,000.00 5,625.00

4 1 m2 Rangka Langit-langit Kayu Meranti (MA) 0,5 x 1 m 134,310.00

- Kayu Meranti (MA) 0.015 M3 6,325,000.00 97,405.00

- Paku 0.200 Kg 18,400.00 3,680.00

- Upah Pekerjaan

~ Pekerja 0.150 Oh 50,000.00 7,500.00

~ Tukang Kayu 0.300 Oh 60,000.00 18,000.00

~ Kepala Tukang 0.030 Oh 70,000.00 2,100.00

~ Mandor 0.0750 Oh 75,000.00 5,625.00

5 1 m2 Rangka Langit-langit Kayu Meranti (MC) 0,5 x 1 m 103,671.70

- Kayu Meranti (MC) 0.015 M3 4,335,500.00 66,766.70

- Paku 0.200 Kg 18,400.00 3,680.00

- Upah Pekerjaan

~ Pekerja 0.150 Oh 50,000.00 7,500.00

~ Tukang Kayu 0.300 Oh 60,000.00 18,000.00

~ Kepala Tukang 0.030 Oh 70,000.00 2,100.00

~ Mandor 0.0750 Oh 75,000.00 5,625.00

6 1 m2 Rangka Langit-langit Kayu Meranti (MA) (60x60) 138,547.50

- Kayu Meranti (MA) 0.016 M3 6,325,000.00 103,097.50

- Paku 0.250 Kg 18,400.00 4,600.00

- Upah Pekerjaan

~ Pekerja 0.200 Oh 50,000.00 10,000.00

~ Tukang Kayu 0.300 Oh 60,000.00 18,000.00

~ Kepala Tukang 0.030 Oh 70,000.00 2,100.00

~ Mandor 0.0100 Oh 75,000.00 750.00


1 3 4 5 6 72

7 1 m2 Rangka Langit-langit Kayu Meranti (MC) (60x60) 104,818.00

- Kayu Meranti (MC) 0.016 M3 4,335,500.00 69,368.00

- Paku 0.250 Kg 18,400.00 4,600.00

- Upah Pekerjaan

~ Pekerja 0.200 Oh 50,000.00 10,000.00

~ Tukang Kayu 0.300 Oh 60,000.00 18,000.00

~ Kepala Tukang 0.030 Oh 70,000.00 2,100.00

~ Mandor 0.0100 Oh 75,000.00 750.00

8 1 m2 Pasang Eternit, tebal 4 mm, 5 mm, dan 6 mm 22,624.00

- Eternit 1.100 M2 14,500.00 15,950.00

- Paku 0.010 Kg 18,400.00 184.00

- Upah Pekerjaan

~ Pekerja 0.030 Oh 50,000.00 1,500.00

~ Tukang Kayu 0.070 Oh 60,000.00 4,200.00

~ Kepala Tukang 0.007 Oh 70,000.00 490.00

~ Mandor 0.004 Oh 75,000.00 300.00

9 1 m2 Pasang Langit-langit Triplek (120x240) tebal 4 mm 44,970.75

- Tripleks 0.375 Lbr 86,250.00 32,343.75

- Paku 0.030 Kg 18,400.00 552.00

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Kayu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.010 Oh 70,000.00 700.00

~ Mandor 0.005 Oh 75,000.00 375.00

10 1 m2 Pasang langit-langit gypsum board, ( 120 X 240 X 9 ) mm 38,418.80

- Gypsum Board 0.364 lbr 72,450.00 26,371.80

- Paku Sekrup 0.110 Kg 30,200.00 3,322.00

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Kayu 0.050 Oh 60,000.00 3,000.00

~ Kepala Tukang 0.005 Oh 70,000.00 350.00

~ Mandor 0.005 Oh 75,000.00 375.00

11 1 m2 Pasang langit-langit calsiboard, ( 120 X 240 ) mm 32,734.60

- Calsium Board tebal 3,5 mm 0.364 lbr 60,400.00 21,985.60

- Paku 0.110 Kg 18,400.00 2,024.00

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Kayu 0.050 Oh 60,000.00 3,000.00

~ Kepala Tukang 0.005 Oh 70,000.00 350.00

~ Mandor 0.005 Oh 75,000.00 375.00

12 1 m2 Pasang langit-langit calsiboard, ( 120 X 240 ) mm pada metal furring atau hollow 34,032.60

- Calsium Board tebal 3,5 mm 0.364 lbr 60,400.00 21,985.60

- Paku skrup 0.110 Kg 30,200.00 3,322.00

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Kayu 0.050 Oh 60,000.00 3,000.00

~ Kepala Tukang 0.005 Oh 70,000.00 350.00

~ Mandor 0.005 Oh 75,000.00 375.00

13 1 m' Pasang list plafond - kayu profil 19,909.00

- Kayu profil 1.050 M' 13,000.00 13,650.00

- Paku 0.010 Kg 18,400.00 184.00

- Upah Pekerjaan

~ Pekerja 0.050 Oh 50,000.00 2,500.00

~ Tukang Kayu 0.050 Oh 60,000.00 3,000.00

~ Kepala Tukang 0.005 Oh 70,000.00 350.00

~ Mandor 0.003 Oh 75,000.00 225.00

14 1 m' Pasang list plafond gypsum lebar 15 cm 18,874.00

- Gypsum list profil lebar 15 cm 1.050 M' 10,900.00 11,445.00

- Paku 0.010 Kg 18,400.00 184.00

- Upah Pekerjaan

~ Pekerja 0.060 Oh 50,000.00 3,000.00

~ Tukang Kayu 0.060 Oh 60,000.00 3,600.00

~ Kepala Tukang 0.006 Oh 70,000.00 420.00

~ Mandor 0.003 Oh 75,000.00 225.00

15 1 m' Pasang list plafond gypsum lebar 8 cm 16,354.00

- Gypsum list profil lebar 8 cm 1.050 M' 8,500.00 8,925.00

- Paku 0.010 Kg 18,400.00 184.00

- Upah Pekerjaan

~ Pekerja 0.060 Oh 50,000.00 3,000.00

~ Tukang Kayu 0.060 Oh 60,000.00 3,600.00

~ Kepala Tukang 0.006 Oh 70,000.00 420.00

~ Mandor 0.003 Oh 75,000.00 225.00


1 3 4 5 6 72

XPEKERJAAN PENGECATAN

1 1 m2 mendempul dan menggosok kayu 8,311.50

- Plamir Kayu 0.080 Kg 33,200.00 2,656.00

- Minyak Cat 0.020 kg 37,400.00 748.00

- Kertas gosok 0.010 Lbr 4,000.00 40.00

- Upah Pekerjaan

~ Pekerja 0.040 Oh 50,000.00 2,000.00

~ Tukang Cat 0.040 Oh 60,000.00 2,400.00

~ Kepala Tukang 0.004 Oh 70,000.00 280.00

~ Mandor 0.0025 Oh 75,000.00 187.50

2 1 m2 Pengecatan bidang kayu lama 17,602.30

- Cat Kayu 0.142 Kg 57,600.00 8,179.20

- Minyak cat 0.019 Lt 37,400.00 710.60

- Upah Pekerjaan

~ Pekerja 0.070 Oh 50,000.00 3,500.00

~ Tukang Cat 0.075 Oh 60,000.00 4,500.00

~ Kepala Tukang 0.0075 Oh 70,000.00 525.00

~ Mandor 0.0025 Oh 75,000.00 187.50

3 1 m2 Pengecatan bidang kayu baru 35,368.50

- Cat Kayu 0.260 Kg 57,600.00 14,976.00

- Plamir 0.150 Kg 33,200.00 4,980.00

- Cat Meni 0.200 Kg 33,300.00 6,660.00

- Kertas gosok 0.010 Lbr 4,000.00 40.00

- Upah Pekerjaan

~ Pekerja 0.070 Oh 50,000.00 3,500.00

~ Tukang Cat 0.075 Oh 60,000.00 4,500.00

~ Kepala Tukang 0.0075 Oh 70,000.00 525.00

~ Mandor 0.0025 Oh 75,000.00 187.50

4 1 m2 Pengecatan besi baru 39,143.50

- Cat besi Emco 0.260 Kg 57,600.00 14,976.00

- Cat Meni 0.200 Kg 43,100.00 8,620.00

- Kertas gosok 0.010 Lbr 4,000.00 40.00

- Plamir 0.150 Kg 45,300.00 6,795.00

- Upah Pekerjaan

~ Pekerja 0.070 Oh 50,000.00 3,500.00

~ Tukang Cat 0.075 Oh 60,000.00 4,500.00

~ Kepala Tukang 0.0075 Oh 70,000.00 525.00

~ Mandor 0.0025 Oh 75,000.00 187.50

5 1 m2 Pengecatan besi Finishing baru (Tanpa Cat dasar) 20,143.50

- Cat besi Emco Finishing ( 3 Lapis ) 0.260 Kg 57,600.00 14,976.00

- Upah Pekerjaan

~ Pekerja 0.035 Oh 50,000.00 1,750.00

~ Tukang Cat 0.053 Oh 60,000.00 3,180.00

~ Kepala Tukang 0.0020 Oh 70,000.00 140.00

~ Mandor 0.0013 Oh 75,000.00 97.50

6 1 m2 Pelaburan Bidang Kayu dengan Cat Residu dan Ter 11,470.00

- Residu atau Ter 0.350 Ltr 17,200.00 6,020.00

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Mandor 0.006 Oh 75,000.00 450.00

7 1 m2 Pelaburan Bidang Kayu dengan Politur 38,947.50

- Politur 0.372 Ltr 70,000.00 26,040.00

- Ampelas 2.000 Lbr 4,000.00 8,000.00

- Upah Pekerjaan

~ Tukang Cat 0.060 Oh 60,000.00 3,600.00

~ Kepala Tukang 0.016 Oh 70,000.00 1,120.00

~ Mandor 0.0025 Oh 75,000.00 187.50

8 1 m2 Pelaburan Bidang Kayu dengan Vernis 35,320.00

- Vernis 0.150 Ltr 92,000.00 13,800.00

- Dempul 0.050 Kg 40,250.00 2,012.50

- Ampelas 0.100 Lbr 4,000.00 400.00

- Kuas 0.010 Bh 20,000.00 200.00

- Upah Pekerjaan

~ Pekerja 0.160 Oh 50,000.00 8,000.00

~ Tukang Cat 0.160 Oh 60,000.00 9,600.00

~ Kepala Tukang 0.016 Oh 70,000.00 1,120.00

~ Mandor 0.0025 Oh 75,000.00 187.50


1 3 4 5 6 72

9 1 m2 Pengecatan Tembok Baru ( 1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis cat Penutup) 16,655.50

- Plamir 0.100 Kg 18,150.00 1,815.00

- Cat Dasar 0.100 Kg 26,200.00 2,620.00

- Cat Penutup 2x 0.260 Kg 26,200.00 6,812.00

- Upah Pekerjaan

~ Pekerja 0.020 Oh 50,000.00 1,000.00

~ Tukang Cat 0.063 Oh 60,000.00 3,780.00

~ Kepala Tukang 0.0063 Oh 70,000.00 441.00

~ Mandor 0.0025 Oh 75,000.00 187.50

10 1 m2 Pengecatan Tembok Lama ( 1 Lapis Cat Dasar, 2 x pengecatan) 12,261.50

- Cat Dasar 0.120 Kg 26,200.00 3,144.00

- Cat Penutup 2x 0.180 Kg 26,200.00 4,716.00

- Upah Pekerjaan

~ Pekerja 0.028 Oh 50,000.00 1,400.00

~ Tukang Cat 0.042 Oh 60,000.00 2,520.00

~ Kepala Tukang 0.0042 Oh 70,000.00 294.00

~ Mandor 0.0025 Oh 75,000.00 187.50

11 1 m2 Pengecatan permukaan baja dengan meni besi 19,660.00

- Meni Besi 0.100 Kg 43,100.00 4,310.00

- Kuas 0.010 Bh 20,000.00 200.00

- Upah Pekerjaan

~ Pekerja 0.020 Oh 50,000.00 1,000.00

~ Tukang Cat 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.010 Oh 75,000.00 750.00

12 1 m2 Pengecatan Genteng Baru 20,087.50

- Cat 0.300 Kg 31,250.00 9,375.00

- Kuas 0.100 Bh 20,000.00 2,000.00

- Upah Pekerjaan

~ Pekerja 0.070 Oh 50,000.00 3,500.00

~ Tukang Cat 0.075 Oh 60,000.00 4,500.00

~ Kepala Tukang 0.0075 Oh 70,000.00 525.00

~ Mandor 0.0025 Oh 75,000.00 187.50

13 1 m2 Coating transparan (doff) untuk batu alam 25,012.50

- Coating 0.2000 Ltr 80,500.00 16,100.00

- Kuas 0.0100 Bh 20,000.00 200.00

- Upah Pekerjaan

~ Pekerja 0.070 Oh 50,000.00 3,500.00

~ Tukang Cat 0.075 Oh 60,000.00 4,500.00

~ Kepala Tukang 0.0075 Oh 70,000.00 525.00

~ Mandor 0.0025 Oh 75,000.00 187.50

14 1 m2 Coating Waterproffing 120,290.00

- Waterproffing 0.6000 Kg 55,000.00 33,000.00

- Serabut Kasa 1.0000 m2 70,000.00 70,000.00

- Upah Pekerjaan

~ Pekerja 0.1200 Oh 50,000.00 6,000.00

~ Tukang Cat 0.0800 Oh 60,000.00 4,800.00

~ Kepala Tukang 0.0070 Oh 70,000.00 490.00

~ Mandor 0.0800 Oh 75,000.00 6,000.00

15 1 m2 Coating Waterproffing tanpa serabut kasa 25,212.50

- Waterproffing 0.3000 Kg 55,000.00 16,500.00

- Upah Pekerjaan

~ Pekerja 0.070 Oh 50,000.00 3,500.00

~ Tukang Cat 0.075 Oh 60,000.00 4,500.00

~ Kepala Tukang 0.0075 Oh 70,000.00 525.00

~ Mandor 0.0025 Oh 75,000.00 187.50

16 1 m2. Lapis melamin duco (2x lapis sampai rata) 255,093.80

- Cat Titan lux 0.500 kg 94,800.00 47,400.00

- Kertas gosok no. 150 1.000 lbr 4,000.00 4,000.00

- Clear 0.200 kg 69,200.00 13,840.00

- Thinner A 0.837 ltr 37,400.00 31,303.80

- Alat

- Sewa alat bantu @ 3 alat 1.00 set 10,000.00 10,000.00

- Sewa compresor 0.625 jam 134,900.00 84,312.50

- Upah Pekerjaan

- Pekerja Terampil 0.075 Oh 50,000.00 3,750.00

- Tukang cat 0.9 Oh 60,000.00 54,000.00

- Kepala tukang cat 0.09 Oh 70,000.00 6,300.00

- Mandor 0.0025 Oh 75,000.00 187.50


1 3 4 5 6 72

17 1 m2 Pengecatan Weathershield 34,608.50

- Cat Dasar (sealer) 0.100 Lt 45,000.00 4,500.00

- Cat Weathershield 2x 0.260 Lt 95,000.00 24,700.00

- Upah Pekerjaan

~ Pekerja 0.020 Oh 50,000.00 1,000.00

~ Tukang Cat 0.063 Oh 60,000.00 3,780.00

~ Kepala Tukang 0.0063 Oh 70,000.00 441.00

~ Mandor 0.0025 Oh 75,000.00 187.50

XI PEKERJAAN SANITAIR

1 Memasang 1 buah kloset duduk / monoblok 1,780,070.00

- Kloset duduk / monoblok 1.000 Bh 1,450,000.00 1,450,000.00

- Perlengkapan 0.060 hrg 1,450,000.00 87,000.00

- Upah Pekerjaan

~ Pekerja 3.300 Oh 50,000.00 165,000.00

~ Tukang Batu 1.100 Oh 60,000.00 66,000.00

~ Kepala Tukang 0.001 Oh 70,000.00 70.00

~ Mandor 0.160 Oh 75,000.00 12,000.00

2 Memasang 1 buah kloset jongkok porselen 417,235.00

- Kloset jongkok porselen 1.000 Bh 150,000.00 150,000.00

- Semen portland 6.000 Kg 1,522.50 9,135.00

- Pasir pasang 0.010 M3 110,000.00 1,100.00

- Upah Pekerjaan

~ Pekerja 1.000 Oh 50,000.00 50,000.00

~ Tukang Batu 1.500 Oh 60,000.00 90,000.00

~ Kepala Tukang 1.500 Oh 70,000.00 105,000.00

~ Mandor 0.160 Oh 75,000.00 12,000.00

3 Memasang 1 buah urinoir 1,473,735.00

- Urinoir 1.000 Bh 1,030,000.00 1,030,000.00

- Perlengkapan 0.300 hrg 1,030,000.00 309,000.00


- Pasir pasang 0.010 M3 110,000.00 1,100.00

- Upah Pekerjaan

~ Pekerja 1.000 Oh 50,000.00 50,000.00

~ Tukang Batu 1.000 Oh 60,000.00 60,000.00

~ Kepala Tukang 0.100 Oh 70,000.00 7,000.00

~ Mandor 0.100 Oh 75,000.00 7,500.00

4 Memasang 1 buah wastafel 521,285.00

- Wastafel 1.000 Bh 315,000.00 315,000.00

- Perlengkapan 0.120 hrg 315,000.00 37,800.00


- Pasir pasang 0.010 M3 110,000.00 1,100.00

- Upah Pekerjaan

~ Pekerja 1.200 Oh 50,000.00 60,000.00

~ Tukang Batu 1.450 Oh 60,000.00 87,000.00

~ Kepala Tukang 0.150 Oh 70,000.00 10,500.00

~ Mandor 0.010 Oh 75,000.00 750.00

5 Memasang 1 buah bak cuci stainless 266,212.50

- Bak cuci stainless 1.000 Bh 213,000.00 213,000.00

- Water drain dan accessories 1.000 set 31,500.00 31,500.00

- Upah Pekerjaan

~ Pekerja 0.030 Oh 50,000.00 1,500.00

~ Tukang Batu 0.300 Oh 60,000.00 18,000.00

~ Kepala Tukang 0.030 Oh 70,000.00 2,100.00

~ Mandor 0.0015 Oh 75,000.00 112.50

6 Memasang 1 buah bak mandi fiber glass 689,810.00

- Bak fiberglass 1.000 Bh 332,000.00 332,000.00

- Perlengkapan 0.180 hrg 332,000.00 59,760.00

- Upah Pekerjaan

~ Pekerja 1.800 Oh 50,000.00 90,000.00

~ Tukang Batu 2.700 Oh 60,000.00 162,000.00

~ Kepala Tukang 0.540 Oh 70,000.00 37,800.00

~ Mandor 0.1100 Oh 75,000.00 8,250.00

7 Memasang 1 pintu KM PVC 618,050.00

- Pintu PVC 1.000 Bh 320,000.00 320,000.00

- Upah Pekerjaan

~ Pekerja 1.800 Oh 50,000.00 90,000.00

~ Tukang Batu 2.700 Oh 60,000.00 162,000.00

~ Kepala Tukang 0.540 Oh 70,000.00 37,800.00

~ Mandor 0.1100 Oh 75,000.00 8,250.00


1 3 4 5 6 72

8 Pasang Buis Beton U 20 28,207.50

- Buis Beton 1.000 M 22,100.00 22,100.00

- Upah Pekerjaan

~ Pekerja 0.070 Oh 50,000.00 3,500.00

~ Tukang Batu 0.035 Oh 60,000.00 2,100.00

~ Kepala Tukang 0.0035 Oh 70,000.00 245.00

~ Mandor 0.0035 Oh 75,000.00 262.50

9 Pasang Buis Beton U 30 34,007.50

- Buis Beton 1.000 M 27,900.00 27,900.00

- Upah Pekerjaan

~ Pekerja 0.070 Oh 50,000.00 3,500.00

~ Tukang Batu 0.035 Oh 60,000.00 2,100.00

~ Kepala Tukang 0.0035 Oh 70,000.00 245.00

~ Mandor 0.004 Oh 75,000.00 262.50

10 Pasang Buis Beton O 20 42,607.50

- Buis Beton 1.000 M 36,500.00 36,500.00

- Upah Pekerjaan

~ Pekerja 0.070 Oh 50,000.00 3,500.00

~ Tukang Batu 0.035 Oh 60,000.00 2,100.00

~ Kepala Tukang 0.0035 Oh 70,000.00 245.00

~ Mandor 0.004 Oh 75,000.00 262.50

11 Pasang Buis Beton O 30 58,107.50

- Buis Beton 1.000 M 52,000.00 52,000.00

- Upah Pekerjaan

~ Pekerja 0.070 Oh 50,000.00 3,500.00

~ Tukang Batu 0.035 Oh 60,000.00 2,100.00

~ Kepala Tukang 0.0035 Oh 70,000.00 245.00

~ Mandor 0.004 Oh 75,000.00 262.50

12 Memasang 1 buah kran diameter 3/4" atau 1/2" 36,467.50

- Kran air 1.000 Bh 28,800.00 28,800.00

- Seal Tape 0.025 Bh 3,700.00 92.50

- Upah Pekerjaan

~ Pekerja 0.010 Oh 50,000.00 500.00

~ Tukang Batu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.010 Oh 70,000.00 700.00

~ Mandor 0.005 Oh 75,000.00 375.00

13 Memasang 1 m' pipa PVC diameter 0,5" (AW) 15,675.00

- Pipa PVC 1.000 M' 7,200.00 7,200.00

- Perlengkapan 0.350 Hrg 7,200.00 2,520.00

- Upah Pekerjaan

~ Pekerja 0.036 Oh 50,000.00 1,800.00

~ Tukang Batu 0.060 Oh 60,000.00 3,600.00

~ Kepala Tukang 0.006 Oh 70,000.00 420.00

~ Mandor 0.0018 Oh 75,000.00 135.00

14 Memasang 1 m' pipa PVC diameter 3/4" (AW) 17,227.50

- Pipa PVC 1.000 M' 8,350.00 8,350.00


- Upah Pekerjaan

~ Pekerja 0.036 Oh 50,000.00 1,800.00

~ Tukang Batu 0.060 Oh 60,000.00 3,600.00

~ Kepala Tukang 0.006 Oh 70,000.00 420.00

~ Mandor 0.0018 Oh 75,000.00 135.00

15 Memasang 1 m' pipa PVC diameter 1" (AW) 20,535.00

- Pipa PVC 1.000 M' 10,800.00 10,800.00


- Upah Pekerjaan

~ Pekerja 0.036 Oh 50,000.00 1,800.00

~ Tukang Batu 0.060 Oh 60,000.00 3,600.00

~ Kepala Tukang 0.006 Oh 70,000.00 420.00

~ Mandor 0.0018 Oh 75,000.00 135.00


- Pipa PVC 1.000 M' 30,200.00 30,200.00


- Upah Pekerjaan

~ Pekerja 0.054 Oh 50,000.00 2,700.00

~ Tukang Batu 0.090 Oh 60,000.00 5,400.00

~ Kepala Tukang 0.0090 Oh 70,000.00 630.00

~ Mandor 0.0027 Oh 75,000.00 202.50


1 3 4 5 6 72


- Pipa PVC 1.000 M' 54,625.00 54,625.00


- Upah Pekerjaan

~ Pekerja 0.081 Oh 50,000.00 4,050.00

~ Tukang Batu 0.135 Oh 60,000.00 8,100.00

~ Kepala Tukang 0.0135 Oh 70,000.00 945.00

~ Mandor 0.0041 Oh 75,000.00 307.50


- Pipa PVC 1.000 M' 80,500.00 80,500.00


- Upah Pekerjaan

~ Pekerja 0.081 Oh 50,000.00 4,050.00

~ Tukang Batu 0.135 Oh 60,000.00 8,100.00

~ Kepala Tukang 0.0135 Oh 70,000.00 945.00

~ Mandor 0.0041 Oh 75,000.00 307.50

19 Memasang 1 m' pipa PVC diameter 2" (D) 30,195.00

- Pipa PVC 1.000 M' 15,750.00 15,750.00


- Upah Pekerjaan

~ Pekerja 0.054 Oh 50,000.00 2,700.00

~ Tukang Batu 0.090 Oh 60,000.00 5,400.00

~ Kepala Tukang 0.0090 Oh 70,000.00 630.00

~ Mandor 0.0027 Oh 75,000.00 202.50


- Pipa PVC 1.000 M' 25,000.00 25,000.00


- Upah Pekerjaan

~ Pekerja 0.081 Oh 50,000.00 4,050.00

~ Tukang Batu 0.135 Oh 60,000.00 8,100.00

~ Kepala Tukang 0.0135 Oh 70,000.00 945.00

~ Mandor 0.0041 Oh 75,000.00 307.50


- Pipa PVC 1.000 M' 38,250.00 38,250.00


- Upah Pekerjaan

~ Pekerja 0.081 Oh 50,000.00 4,050.00

~ Tukang Batu 0.135 Oh 60,000.00 8,100.00

~ Kepala Tukang 0.0135 Oh 70,000.00 945.00

~ Mandor 0.0041 Oh 75,000.00 307.50

22 Memasang 1 m' pipa galvanis diameter 1/2" 45,697.50

- Pipa Galvanis 1.000 M' 25,883.33 25,883.33


- Upah Pekerjaan

~ Pekerja 0.054 Oh 50,000.00 2,700.00

~ Tukang Batu 0.090 Oh 60,000.00 5,400.00

~ Kepala Tukang 0.0090 Oh 70,000.00 630.00

~ Mandor 0.0270 Oh 75,000.00 2,025.00

23 Memasang 1 m' pipa Galvanis diameter 3/4" 53,505.00

- Pipa Galvanis 1.000 M' 31,666.67 31,666.67


- Upah Pekerjaan

~ Pekerja 0.054 Oh 50,000.00 2,700.00

~ Tukang Batu 0.090 Oh 60,000.00 5,400.00

~ Kepala Tukang 0.0090 Oh 70,000.00 630.00

~ Mandor 0.0270 Oh 75,000.00 2,025.00

24 Memasang 1 m' pipa Galvanis diameter 1" 71,955.00

- Pipa Galvanis 1.000 M' 45,333.33 45,333.33


- Upah Pekerjaan

~ Pekerja 0.054 Oh 50,000.00 2,700.00

~ Tukang Batu 0.090 Oh 60,000.00 5,400.00

~ Kepala Tukang 0.0090 Oh 70,000.00 630.00

~ Mandor 0.0270 Oh 75,000.00 2,025.00

25 Memasang 1 m' pipa Galvanis diameter 1 1/2" 109,597.50

- Pipa Galvanis medium 1.000 M' 67,950.00 67,950.00


- Upah Pekerjaan

~ Pekerja 0.108 Oh 50,000.00 5,400.00

~ Tukang Batu 0.180 Oh 60,000.00 10,800.00

~ Kepala Tukang 0.0180 Oh 70,000.00 1,260.00

~ Mandor 0.0054 Oh 75,000.00 405.00


1 3 4 5 6 72


- Pipa Galvanis Medium 1.000 M' 92,583.33 92,583.33


- Upah Pekerjaan

~ Pekerja 0.108 Oh 50,000.00 5,400.00

~ Tukang Batu 0.180 Oh 60,000.00 10,800.00

~ Kepala Tukang 0.0180 Oh 70,000.00 1,260.00

~ Mandor 0.0054 Oh 75,000.00 405.00

27 Memasang 1 m' pipa Galvanis diameter 2 1/2" 174,105.00

- Pipa Galvanis tebal 1.000 M' 115,733.33 115,733.33


- Upah Pekerjaan

~ Pekerja 0.108 Oh 50,000.00 5,400.00

~ Tukang Batu 0.180 Oh 60,000.00 10,800.00

~ Kepala Tukang 0.0180 Oh 70,000.00 1,260.00

~ Mandor 0.0054 Oh 75,000.00 405.00




- Upah Pekerjaan

~ Pekerja 0.108 Oh 50,000.00 5,400.00

~ Tukang Batu 0.180 Oh 60,000.00 10,800.00

~ Kepala Tukang 0.0180 Oh 70,000.00 1,260.00

~ Mandor 0.0054 Oh 75,000.00 405.00




- Upah Pekerjaan

~ Pekerja 0.135 Oh 50,000.00 6,750.00

~ Tukang Batu 0.225 Oh 60,000.00 13,500.00

~ Kepala Tukang 0.0225 Oh 70,000.00 1,575.00

~ Mandor 0.0068 Oh 75,000.00 510.00

30 1 Unit Septictank ( h = 1,7 m , L = 1,3 m , P = 2,15 m ) 3,276,383.24

- Galian Tanah 4.752 m3 48,375.00 229,878.00

- Pas. batu bata tebal 1/2 bata, 1 : 3 12.105 m2 91,103.33 1,102,805.75

- Plesteran t = 15 mm, 1Pc : 3Ps 14.005 m2 40,543.96 567,818.16

- Pas. Pipa Pembuangan gas PVC 2" 1.000 m1 49,702.50 49,702.50

- Pek. Beton Bertulang K 175 0.345 m3 3,843,996.60 1,326,178.83

31 1 Unit Resapan ( h = 2,1 m diameter 1,9 m) 2,725,921.06

- Galian Tanah 4.767 m3 48,375.00 230,603.63

- Pas. batu bata kosong tebal 1 bata 7.536 m2 129,650.00 977,042.40

- Pas. batu bata tebal 1 bata, 1 : 5 2.350 m2 174,669.50 410,473.33

- Plesteran t = 15 mm, 1Pc : 3Ps 2.350 m2 40,543.96 95,278.31

- Pek. Plat Beton Bertulang K 175 t = 10 cm 0.176 m3 3,843,996.60 676,543.40

- Kerikil Bulat 2 - 3 cm 0.630 m3 166,000.00 104,580.00

- Pasir pasang 1.100 m3 110,000.00 121,000.00

- Ijuk 12.000 kg 9,200.00 110,400.00

32 Memasang 1 bh Floor drain

- Floor drain stainless 1.000 Bh 78,500.00 78,500.00 86,075.00

- Upah Pekerjaan

~ Pekerja 0.010 Oh 50,000.00 500.00

~ Tukang Batu 0.100 Oh 60,000.00 6,000.00

~ Kepala Tukang 0.0100 Oh 70,000.00 700.00

~ Mandor 0.0050 Oh 75,000.00 375.00

XII PEKERJAAN PAVING

1 1 m2 Pasang Paving K 300 abu-abu 104,535.00

- Paving stone K 300 abu-abu 1.010 M2 66,000.00 66,660.00

- Pasir Garuk 0.100 M3 80,000.00 8,000.00

- Pasir Lumajang 0.0075 M3 136,000.00

- Upah Pekerjaan

~ Pekerja 0.200 Oh 50,000.00 10,000.00

~ Tukang Batu 0.300 Oh 60,000.00 18,000.00

~ Mandor 0.025 Oh 75,000.00 1,875.00

2 1 m2 Pasang Paving K 300 warna 115,342.00

- Paving stone K 300 warna 1.010 M2 76,700.00 77,467.00

- Pasir Garuk 0.100 M3 80,000.00 8,000.00

- Pasir Lumajang 0.0075 M3 136,000.00

- Upah Pekerjaan

~ Pekerja 0.200 Oh 50,000.00 10,000.00

~ Tukang Batu 0.300 Oh 60,000.00 18,000.00

~ Mandor 0.025 Oh 75,000.00 1,875.00


1 3 4 5 6 72



- Pasir Garuk 0.100 M3 80,000.00 8,000.00

- Pasir Lumajang 0.0075 M3 136,000.00

- Upah Pekerjaan

~ Pekerja 0.200 Oh 50,000.00 10,000.00

~ Tukang Batu 0.300 Oh 60,000.00 18,000.00

~ Mandor 0.025 Oh 75,000.00 1,875.00



- Pasir Garuk 0.100 M3 80,000.00 8,000.00

- Pasir Lumajang 0.0075 M3 136,000.00

- Upah Pekerjaan

~ Pekerja 0.200 Oh 50,000.00 10,000.00

~ Tukang Batu 0.300 Oh 60,000.00

~ Mandor 0.025 Oh 75,000.00 1,875.00



- Pasir Garuk 0.100 M3 80,000.00 8,000.00

- Pasir Lumajang 0.0075 M3 136,000.00

- Upah Pekerjaan

~ Pekerja 0.200 Oh 50,000.00 10,000.00

~ Tukang Batu 0.300 Oh 60,000.00

~ Mandor 0.025 Oh 75,000.00 1,875.00



- Pasir Garuk 0.100 M3 80,000.00 8,000.00

- Pasir Lumajang 0.0075 M3 136,000.00

- Upah Pekerjaan

~ Pekerja 0.200 Oh 50,000.00 10,000.00

~ Tukang Batu 0.300 Oh 60,000.00

~ Mandor 0.025 Oh 75,000.00 1,875.00

9 1 m1 Pasang Kanstin 15,20,50 86,281.47

- Kanstin K200 2.000 Bh 32,200.00 64,400.00


- Pasir Pasang 0.0387 M3 110,000.00 4,257.00

- Upah Pekerjaan

~ Pekerja 0.2332 Oh 50,000.00 11,660.00

~ Tukang Batu 0.06 Oh 60,000.00 3,600.00

~ Kepala Tukang 0.006 Oh 70,000.00 420.00

~ Mandor 0.0228 Oh 75,000.00 1,710.00

10 1 m1 Pasang Kanstin 15,30,50 89,281.47

- Kanstin K200 2.000 Bh 33,700.00 67,400.00


- Pasir Pasang 0.0387 M3 110,000.00 4,257.00

- Upah Pekerjaan

~ Pekerja 0.2332 Oh 50,000.00 11,660.00

~ Tukang Batu 0.06 Oh 60,000.00 3,600.00

~ Kepala Tukang 0.006 Oh 70,000.00 420.00

~ Mandor 0.0228 Oh 75,000.00 1,710.00

11 1 m1 Pasang Kanstin 15,25,40 64,881.47

- Kanstin K175 2.500 Bh 17,200.00 43,000.00


- Pasir Pasang 0.0387 M3 110,000.00 4,257.00

- Upah Pekerjaan

~ Pekerja 0.2332 Oh 50,000.00 11,660.00

~ Tukang Batu 0.06 Oh 60,000.00 3,600.00

~ Kepala Tukang 0.006 Oh 70,000.00 420.00

~ Mandor 0.0228 Oh 75,000.00 1,710.00

12 1 m1 Pasang Paving Pengunci (Uskup) 18,325.00

- Paving Pengunci K300 3.200 Bh 3,800.00 12,160.00

- Pasir Garuk 0.020 M3 80,000.00 1,600.00

- Upah Pekerjaan

~ Pekerja 0.06 Oh 50,000.00 3,000.00

~ Tukang Batu 0.02 Oh 60,000.00 1,200.00

~ Kepala Tukang 0.002 Oh 70,000.00 140.00

~ Mandor 0.003 Oh 75,000.00 225.00


1 3 4 5 6 72

XIII PEKERJAAN PAGAR BESI

1 1 M1 Pasang Pagar BRC tinggi 90 cm 270,340.00

- Kawat BRC t=90 cm 1.000 M1 214,000.00 214,000.00

- Kawat Las RB 0.200 kg 31,700.00 6,340.00

- Upah Pekerjaan 1.000 Org 50,000.00 50,000.00

2 1 M1 Pasang Pagar BRC tinggi 120 cm 316,340.00

- Kawat BRC t=120 cm 1.000 M1 260,000.00 260,000.00

- Kawat Las RB 0.200 kg 31,700.00 6,340.00

- Upah Pekerjaan 1.000 Org 50,000.00 50,000.00

3 1 m2 Pasang pintu besi plat baja tebal 2 mm, rangka baja siku 759,295.00

- Besi siku L 30.30.3 15.000 Kg 13,200.00 198,000.00

- Besi plat baja 32.800 Kg 13,200.00 432,960.00

- Kawat las 0.050 Kg 31,700.00 1,585.00

- Upah Pekerjaan

~ Pekerja 1.050 Oh 50,000.00 52,500.00

~ Tukang besi konstruksi 1.050 Oh 60,000.00 63,000.00

~ Kepala Tukang 0.105 Oh 70,000.00 7,350.00

~ Mandor 0.052 Oh 75,000.00 3,900.00

4 1 m2 Pasang Pagar besi 548,243.75

- Pagar besi 1.000 M2 425,000.00 425,000.00

- Upah Pekerjaan

~ Pekerja 1.050 Oh 50,000.00 52,500.00


~ Kepala Tukang 0.105 Oh 70,000.00 7,350.00

~ Mandor 0.00525 Oh 75,000.00 393.75

5 1 m2 Pasang Pintu Harmonika 1,149,643.75

- Pintu harmonika 1.000 M2 1,026,400.00 1,026,400.00

- Upah Pekerjaan

~ Pekerja 1.050 Oh 50,000.00 52,500.00


~ Kepala Tukang 0.105 Oh 70,000.00 7,350.00

~ Mandor 0.00525 Oh 75,000.00 393.75

6 1 m2 Pasang Teralis besi strip (2 x 3) mm 273,293.05

- Besi Plat Strip 6.177 Kg 13,200.00 81,536.40

- Pengelasan 27.080 cm 2,646.90 71,678.05

- Upah Pekerjaan

~ Pekerja 1.670 Oh 50,000.00 83,500.00


~ Kepala Tukang 0.167 Oh 70,000.00 11,690.00

~ Mandor 0.08300 Oh 75,000.00 6,225.00

7 1 m2 Pasang kawat harmonika 113,735.76

- Kawat harmonika 1.100 M2 45,400.00 49,940.00

- Pengelasan 11.110 Cm 2,646.90 29,407.06

- Baja Strip (0,2x2) cm 1.7160 Kg 13,200.00 22,651.20

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00


~ Kepala Tukang 0.010 Oh 70,000.00 700.00

~ Mandor 0.0005 Oh 75,000.00 37.50

8 1 m2 Pasang kawat nyamuk kassa 97,015.76

- Kawat nyamuk kassa alumunium 1.100 M2 30,200.00 33,220.00

- Pengelasan 11.110 Cm 2,646.90 29,407.06

- Baja Strip (0,2x2) cm 1.7160 Kg 13,200.00 22,651.20

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00


~ Kepala Tukang 0.010 Oh 70,000.00 700.00

~ Mandor 0.0005 Oh 75,000.00 37.50


1 3 4 5 6 72

XIV PEKERJAAN PAPAN NAMA

1 1 unit Papan Nama ukuran 60x90 228,149.83

- Kayu 3/5 0.005 M3 3,880,000.00 18,333.00

- Kayu 5/7 0.018 M3 3,880,000.00 68,443.20

- Banner 1.000 unit 50,000.00 50,000.00

- Paku 0.100 Kg 18,400.00 1,840.00

- Rabat Beton 20x20x40 0.032 M3 785,414.64 25,133.27

- Cat Kayu Baru 1.290 M2 35,368.50 45,625.37

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Kayu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.005 Oh 75,000.00 375.00


- Kayu 5/7 0.019 M3 3,880,000.00 74,146.80

- Multiplek 9 mm 0.350 Lbr 151,000.00 52,850.00

- Tulisan 1.000 Unit 100,000.00 100,000.00

- Paku 0.100 Kg 18,400.00 1,840.00

- Rabat Beton 20x20x40 0.032 M3 785,414.64 25,133.27

- Cat Kayu Baru 2.976 M2 35,368.50 105,256.66

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Kayu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.005 Oh 75,000.00 375.00


- Pipa Gas 2" 1.000 Ljr 181,200.00 181,200.00

- Multiplek 9 mm 0.547 Lbr 151,000.00 82,578.13

- Tulisan 1.000 Unit 125,000.00 125,000.00

- Mur Baut 0.100 Kg 30,200.00 3,020.00

- Klem 4.000 bh 5,500.00 22,000.00

- Rabat Beton 30x30x50 0.090 M3 785,414.64 70,687.32

- Cat Kayu Baru 3.000 M2 35,368.50 106,105.50

- Cat Besi Baru 0.691 M2 39,143.50 27,040.33

- Upah Pekerjaan

~ Pekerja 0.100 Oh 50,000.00 5,000.00

~ Tukang Kayu 0.200 Oh 60,000.00 12,000.00

~ Kepala Tukang 0.020 Oh 70,000.00 1,400.00

~ Mandor 0.005 Oh 75,000.00 375.00


ANALISA HARGA SATUAN BAHAN DAN UPAH TENAGA BERDASARKAN SNI ... · analisa harga satuan bahan dan...

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