. AHS SNI 2017 2018 Lingkup Pekerjaan Arsitektural dan Sipil PDF

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ANALISA HARGA SATUAN PEKERJAAN DATA PEMBAHARUAN & PENYESUAIAN 2017-2018 Jumlah No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp) (Rp) 1 2 3 5. 6. I. PEKERJAAN PENDAHULUAN 1 Pembersihan Lokasi m2 1.000 Pekerja OH 0.100 85,500.00 8,550.00 Mandor OH 0.050 198,000.00 9,900.00 Jumlah 18,450.00 2 Peng...

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ANALISA HARGA SATUAN PEKERJAAN DATA PEMBAHARUAN & PENYESUAIAN 2017-2018

Uraian Pekerjaan

No. 1 I. 1

2

3

4

5

6

7

II. 1

2

3

Sat.

Koef.

Harga Satuan (Rp)

2 PEKERJAAN PENDAHULUAN Pembersihan Lokasi Pekerja Mandor

m2 OH OH

1.000 0.100 0.050

Pengukuran dan pasangan bouwplank Kayu meranti balok Paku biasa 2" - 5 " Kayu meranti papan (MC) 2/20 Pekerja Tukang Kayu Kepala Tukang Kayu Mandor

m m3 kg m3 oh oh oh oh

1.000 0.012 0.020 0.007 0.100 0.100 0.010 0.005

Direksi Keet dan Gudang Sewa Direksikeet dan Gudang

m2 bln

1.000 7.000

Pembuatan pagar sementara seng gelombang tinggi 2 m Dolken kayu Gelam 8-10/400 cm Seng Gelombang Uk. (0,8 x 1,50) Kayu Meranti Kaso 5/7 Paku Asbes Cat Meni Besi Pekerja Tukang Kayu Kepala Tukang Kayu Mandor

m1

1.000

bt lbr m3 kg kg oh oh oh oh

1.100 1.000 0.025 0.060 0.450 0.400 0.200 0.020 0.020

Biaya Listrik kerja Sewa Genset Solar Olie

ls hr lt lt

1.000 90.000 450.000 20.000

Biaya Air Kerja Air kerja

ls bln

1.000 6.000

Papan Nama Proyek 80 x 120 cm, t = 250 cm Kayu Meranti papan t= 2 cm Seng Plat BJLS 30 Paku Cat Kayu Beton Cor K225 Pekerja Tukang Kayu Tukang cat Mandor

unit m3 m2 kg kg m3 OH OH OH OH

1.000 0.050 1.620 0.600 1.500 0.100 2.000 1.000 1.000 1.000

PEKERJAAN TANAH Galian Tanah Biasa Sedalam 1m Pekerja Mandor

m3 OH OH

1.000 0.750 0.025

Bor Pondasi Strous dia 30 cm Pekerja Mandor Sewa alat bor strous

m3 OH OH jam

1.000 1.440 0.072 1.200

Urugan Pasir Pasir Urug Pekerja Mandor

m3 m3 OH OH

1.000 1.100 0.300 0.100

3

5.

Jumlah (Rp)

6.

85,500.00 198,000.00 Jumlah

8,550.00 9,900.00 18,450.00

3,498,000.00 15,900.00 1,890,000.00 85,500.00 107,400.00 136,800.00 198,000.00 Jumlah

41,976.00 318.00 13,230.00 8,550.00 10,740.00 1,368.00 891.00 77,073.00

1,798,500.00 Jumlah

12,589,500.00 12,589,500.00

15,000.00 58,800.00 3,498,000.00 17,300.00 39,200.00 85,500.00 107,400.00 136,800.00 198,000.00 Jumlah

16,500.00 58,800.00 85,701.00 1,038.00 17,640.00 34,200.00 21,480.00 2,736.00 3,960.00 242,055.00

60,000.00 7,000.00 32,100.00 Jumlah

5,400,000.00 3,150,000.00 642,000.00 9,192,000.00

787,500.00 Jumlah

4,725,000.00 4,725,000.00

6,382,500.00 88,000.00 15,900.00 49,300.00 967,728.04 85,500.00 107,400.00 107,400.00 198,000.00 Jumlah

319,125.00 142,560.00 9,540.00 73,950.00 96,772.80 171,000.00 107,400.00 107,400.00 198,000.00 1,225,747.80

85,500.00 198,000.00 Jumlah

64,125.00 4,950.00 69,075.00

85,500.00 198,000.00 15,000.00 Jumlah

123,120.00 14,256.00 18,000.00 155,376.00

136,800.00 85,500.00 198,000.00 Jumlah

150,480.00 25,650.00 19,800.00 195,930.00 1/20

Uraian Pekerjaan

No. 4

5

6

III. 1

2

3

Sat.

Urugan Tasirtu Tasirtu Sewa stemper Pekerja Mandor

m3 m3 hari OH OH

1.000 1.200 0.009 0.250 0.025

Urugan Tanah Kembali Pekerja Mandor

m3 OH OH

1.000 0.102 0.019

Buangan Tanah Galian Pekerja Mandor

m3 OH OH

1.000 0.200 0.040

PEKERJAAN PASANGAN PONDASI Batu kosongan Aanstampeng Batu kali belah Pasir Urug Pekerja Tukang Batu Kepala Tukang Batu Mandor

m3 m3 m3 oh oh oh oh

1.2000 0.3000 0.7800 0.3900 0.0390 0.0390

Pondasi Batu kali1:5 Batu kali belah Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Batu Mandor

m3 m3 kg m3 oh oh oh oh

1.100 136.000 0.544 1.500 0.750 0.075 0.075

Pasangan Pondasi rollag batu bata 1:3 Batu bata merah 5x11x22 cm Semen Portland Pasir pasang Pekerja Tukang Batu Kepala Tukang Batu Mandor

m3 bh zak m3 oh oh oh oh

1.000 70.000 0.287 0.040 0.300 0.100 0.010 0.015

2

V. 1

2

Harga Satuan (Rp)

Jumlah (Rp)

96,100.00 100,000.00 85,500.00 198,000.00 Jumlah

115,320.00 900.00 21,375.00 4,950.00 142,545.00

85,500.00 198,000.00 Jumlah

8,721.00 3,762.00 12,483.00

85,500.00 198,000.00 Jumlah

17,100.00 7,920.00 25,020.00

155,300.00 136,800.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah

186,360.00 41,040.00 66,690.00 42,627.00 5,194.80 7,722.00 349,633.80

155,300.00 1,200.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah

170,830.00 163,200.00 91,990.40 128,250.00 81,975.00 9,990.00 14,850.00 661,085.40

700.00 61,100.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 1 m2 114,206.14

49,000.00 17,560.14 6,764.00 25,650.00 10,930.00 1,332.00 2,970.00 114,206.14 951,717.83

700.00 61,100.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 114,206.14

49,000.00 17,560.14 6,764.00 25,650.00 10,930.00 1,332.00 2,970.00 114,206.14 951,337.15

700.00 61,100.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah

49,000.00 11,853.40 7,609.50 25,650.00 10,930.00 1,332.00 2,970.00 109,344.90

61,100.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah

9,501.05 3,889.30 25,650.00 16,395.00 1,998.00 2,970.00 60,403.35

61,100.00 169,100.00

6,336.07 4,396.60

1.000

1.000

8.333

Jumlah 1 m3 IV. 1

Koef.

PEKERJAAN PASANGAN DINDING TEMBOK Pasang Dinding Bata 1:3 1/2 Bata Batu Bata Merah Semen Portland 50 kg Pasir Pasang Pekerja Tukang Batu Kepala Tukang Batu Mandor

m2 bh zak m3 OH OH OH OH

1.000 70.000 0.287 0.040 0.300 0.100 0.010 0.015

Jumlah 1 m3 Pasang Dinding Bata 1:5 1/2 Bata Batu Bata Merah Semen Portland 50 kg Pasir Pasang Pekerja Tukang Batu Kepala Tukang Batu Mandor

m2 bh zak m3 OH OH OH OH

8.330 1.000 70.000 0.194 0.045 0.300 0.100 0.010 0.015

PEKERJAAN PLESTERAN, BENANGAN DAN ACIAN Plesteran Tebal 15mm Campuran 1 : 3 Semen Portland 50 kg Pasir pasang Pekerja Tukang Batu Kepala Tukang Batu Mandor

m2 zak m3 OH OH OH OH

1.000 0.156 0.023 0.300 0.150 0.015 0.015

Plesteran Tebal 15mm Campuran 1 : 5 Semen Portland 50 kg Pasir pasang

m2 zak m3

1.000 0.104 0.026

2/20

Uraian Pekerjaan

No.

3

4

VI. 1

2

Sat.

Koef.

Pekerja Tukang Batu Kepala Tukang Batu Mandor

OH OH OH OH

0.300 0.150 0.015 0.015

Benangan Sudut 1 : 2 Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Batu Mandor

m zak m3 OH OH OH OH

1.000 0.010 0.013 0.080 0.040 0.040 0.004

Acian Beton Semen Portland Pekerja Tukang Batu Kepala Tukang Batu Mandor

m2 zak OH OH OH OH

1.000 0.065 0.200 0.100 0.010 0.010

PEKERJAAN PONDASI MINI PILE Pemancangan Tiang Pancang 25X25 cm, l= 12 m Mini pile □ 250 x 250 mm, panjang 12 m Mandor Sewa Crane 30 ton Sewa Hammer Tiang Pancang

m m oh Jam Jam

1.000 1.000 0.125 0.218 0.218

Penyambungan Tiang Pancang 25x25 cm Joint sambungan Tiang Pancang Kawat Las Electroda Oli Solar Sewa Welding Set Tukang Las

bh bh kg lt lt hr oh

1.000 1.000 0.500 0.050 1.000 0.050 0.250

85,500.00 109,300.00 133,200.00 198,000.00 Jumlah

Jumlah (Rp) 25,650.00 16,395.00 1,998.00 2,970.00 57,745.67

61,100.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah

611.00 2,198.30 6,840.00 4,372.00 5,328.00 792.00 20,141.30

61,100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah

3,971.50 17,100.00 10,930.00 1,332.00 1,980.00 35,313.50

148,200.00 198,000.00 130,000.00 150,000.00 Jumlah

148,200.00 24,750.00 28,340.00 32,700.00 233,990.00

33,600.00 38,200.00 32,100.00 7,000.00 50,000.00 99,800.00 Jumlah

33,600.00 19,100.00 1,605.00 7,000.00 2,500.00 24,950.00 88,755.00

Harga Satuan (Rp)

3/20

No. 3

VII. 1

2

3

4

5

6

Uraian Pekerjaan

Sat.

Koef.

Pemotongan ujung tiang pancang 25x25 cm Pekerja Tukang Las Mandor

ttk oh oh oh

1.000

PEKERJAAN BETON Beton Lantai Kerja 1:3:5 Semen Portland 40 kg Pasir beton Batu pecah mesin 1/2 Air (biaya air tawar) Pekerja Tukang Batu Kepala Tukang Batu Mandor

m3 zak m3 m3 lt OH OH OH OH

1.000 5.750 0.558 0.541 215.000 1.200 0.200 0.020 0.060

Beton Rabat beton 1:3:5 Semen Portland 40 kg Pasir beton Batu pecah mesin 1/2 Air (biaya air tawar) Pekerja Tukang Batu Kepala Tukang Batu Mandor

m3 zak m3 m3 lt OH OH OH OH

1.000 6.900 0.518 0.533 215.000 1.650 0.275 0.028 0.083

Beton K-225 Semen Portland 40 kg Pasir beton Batu pecah mesin 1/2 Air (biaya air tawar) Pekerja Tukang Batu Kepala Tukang Batu Mandor

m3 zak m3 m3 lt OH OH OH OH

1.000 9.275 0.436 0.551 215.000 1.650 0.275 0.028 0.083

Beton K-300 Semen Portland 40 kg Pasir beton Batu pecah mesin 1/2 Air (biaya air tawar) Pekerja Tukang Batu Kepala Tukang Batu Mandor

m3 zak m3 m3 lt OH OH OH OH

1.000 10.325 0.426 0.537 215.000 1.650 0.275 0.028 0.083

Pembesian Dengan Besi Ulir 39 Besi beton ulir Kawat beton (bendrat) Pekerja Tukang Besi Kepala Tukang Besi Mandor

kg kg kg OH OH OH OH

1.000 1.050 0.015 0.007 0.007 0.001 0.000

Pembesian Dengan Besi Polos U-24 Besi beton polos Kawat beton (bendrat) Pekerja Tukang Besi Kepala Tukang Besi Mandor

kg kg kg OH OH OH OH

1.000 1.050 0.015 0.007 0.007 0.001 0.000

0.420 0.250 0.020

Harga Satuan (Rp)

Jumlah (Rp)

85,500.00 99,800.00 198,000.00 Jumlah

35,910.00 24,950.00 3,960.00 64,820.00

56,700.00 182,400.00 271,200.00 100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah

326,025.00 101,797.44 146,583.60 21,500.00 102,600.00 21,860.00 2,664.00 11,880.00 734,910.04

56,700.00 182,400.00 271,200.00 100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah

391,230.00 94,392.00 144,441.12 21,500.00 141,075.00 30,057.50 3,729.60 16,434.00 842,859.22

56,700.00 182,400.00 271,200.00 100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah

525,892.50 79,581.12 149,458.32 21,500.00 141,075.00 30,057.50 3,729.60 16,434.00 967,728.04

56,700.00 182,400.00 271,200.00 100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah

585,427.50 77,629.44 145,742.88 21,500.00 141,075.00 30,057.50 3,729.60 16,434.00 1,021,595.92

10,900.00 17,600.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah

11,445.00 264.00 598.50 765.10 93.24 79.20 13,245.04

10,600.00 17,600.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah

11,130.00 264.00 598.50 765.10 93.24 79.20 12,930.04

4/20

Uraian Pekerjaan

No. 7

8

9

Sat.

Pembesian Wiremesh M6 Wiremesh M6 (210 x 495 cm ) Kawat beton Pekerja Tukang Besi Kepala Tukang Besi Mandor

m2 lbr kg OH OH OH OH

1.000 0.0900 0.0300 0.1500 0.0300 0.0150 0.0300

Bekisting Untuk Pile Cap Batako Ukuran 9 x 19 x 39 cm Pasir Pasang Semen PC Pekerja Tukang Batu Kepala Tukang Batu Mandor/Pengawas

m2 bh m3 Kg HO HO HO HO

1.000 14.000 0.027 7.500 0.320 0.100 0.010 0.005

Bekisting Untuk Sloof, Kolom, Ring Praktis Kayu meranti papan (MC) Kayu meranti usuk Paku biasa 2"- 5" Minyak Begesting

m2 m3 m3 kg ltr

1.000 0.022 0.002 0.300 0.100

Pekerja Tukang Kayu Kepala Tukang Kayu Mandor

OH OH OH OH Bahan Begesting 2x pakai Upah bgesting 2 x pakai

10

Bekisting Kolom Struktur Kayu meranti usuk Paku biasa 2"- 5" Minyak Begesting Balok Kayu Meranti Multiplek tebal 12 mm Dolken Kayu Gelam 8-10/400 cm Pekerja Tukang Kayu Kepala Tukang Kayu Mandor

m2 m3 kg ltr m3 lbr btg OH OH OH OH

Bahan Begesting 2x pakai Upah bgesting 2 x pakai 11

Koef.

Bekisting Balok Struktur Kayu meranti usuk Paku biasa 2"- 5" Minyak Begesting Balok Kayu Meranti Multiplek tebal 12 mm Dolken Kayu Gelam 8-10/400 cm Pekerja Tukang Kayu Kepala Tukang Kayu Mandor

m3 m3 kg ltr m3 lbr btg OH OH OH OH

Bahan Begesting 2x pakai Upah bgesting 2 x pakai

Harga Satuan (Rp)

Jumlah (Rp)

428,000.00 17,600.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah

38,520.00 528.00 12,825.00 3,279.00 1,998.00 5,940.00 63,090.00

2,300.00 169,100.00 1,200.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah

32,200.00 4,565.70 9,000.00 27,360.00 10,930.00 1,332.00 990.00 86,377.70

1,890,000.00 3,498,000.00 15,900.00 7,100.00 Jumlah bahan 0.520 85,500.00 0.260 109,300.00 0.026 133,200.00 0.026 198,000.00 Jumlah upah 0.500 54,056.00 1.000 81,489.20 Jumlah begesting 2 x pakai 1.000 0.010 3,498,000.00 0.400 15,900.00 0.200 7,100.00 0.015 4,161,000.00 0.350 175,400.00 2.000 15,000.00 Jumlah bahan 0.660 85,500.00 0.330 109,300.00 0.033 133,200.00 0.033 198,000.00 Jumlah upah 0.500 196,565.00 1.000 103,428.60 Jumlah begesting 2 x pakai 1.000 0.020 3,498,000.00 0.400 15,900.00 0.200 7,100.00 0.018 4,161,000.00 0.350 175,400.00 2.000 15,000.00 Jumlah bahan 0.660 85,500.00 0.330 109,300.00 0.033 133,200.00 0.033 198,000.00 Jumlah upah 0.500 244,028.00 1.000 103,428.60 Jumlah begesting 2 x pakai

41,580.00 6,996.00 4,770.00 710.00 54,056.00 44,460.00 28,418.00 3,463.20 5,148.00 81,489.20 27,028.00 81,489.20 108,517.20 34,980.00 6,360.00 1,420.00 62,415.00 61,390.00 30,000.00 196,565.00 56,430.00 36,069.00 4,395.60 6,534.00 103,428.60 98,282.50 103,428.60 201,711.10 69,960.00 6,360.00 1,420.00 74,898.00 61,390.00 30,000.00 244,028.00 56,430.00 36,069.00 4,395.60 6,534.00 103,428.60 122,014.00 103,428.60 225,442.60

5/20

Uraian Pekerjaan

No. 12

Bekisting Plat Lantai Kayu meranti usuk Paku biasa 2"- 5" Minyak Begesting Balok Kayu Meranti Multiplek tebal 12 mm Dolken Kayu Gelam 8-10/400 cm Pekerja Tukang Kayu Kepala Tukang Kayu Mandor

Sat. m3 m3 kg ltr m3 lbr btg OH OH OH OH

Bahan Begesting 2x pakai Upah bgesting 2 x pakai 13

m3 m3 kg ltr m3 lbr

Bekisting Tangga Kayu meranti usuk Paku Usuk Minyak Begesting Balok Kayu Kamper 3/5 Multiplek tebal 9 mm Pekerja Tukang Kayu Kepala Tukang Kayu Mandor

OH OH OH OH Bahan Begesting 2x pakai Upah bgesting 2 x pakai

14

15

16

17

18

19

20

21

Beton Poer PC-2 Beton K300 Begesting Besi beton polos U24 Besi beton ulir U39

m3 m3 m2 kg kg

Beton Poer PC-3 Beton K300 Begesting Besi beton ulir U39

m3 m3 m2 kg

Beton Poer PC-4 Beton K300 Begesting Besi beton ulir U39

m3 m3 m2 kg

Beton Poer PC-5 Beton K300 Begesting Besi beton ulir U39

m3 m3 m2 kg

Pondasi strous dia 30 cm Beton K300 Besi beton polos U24

m3 m3 kg

Beton Sloof S-1 40/70 Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39

m3 m3 m2 kg kg

Beton Sloof S-2 30/60 Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39

m3 m3 m2 kg kg

Beton Sloof S-3 30/50 Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39

m3 m3 m2 kg kg

Koef. 1.000 0.0238 0.4000 0.2000 0.0150 0.3500 6.0000

Harga Satuan (Rp)

3,498,000.00 15,900.00 7,100.00 4,161,000.00 175,400.00 15,000.00 Jumlah bahan 0.660 85,500.00 0.330 109,300.00 0.033 133,200.00 0.033 198,000.00 Jumlah upah 0.500 304,837.40 1.000 103,428.60 Jumlah begesting 2 x pakai 1.000 0.030 3,498,000.00 0.400 16,700.00 0.150 7,100.00 0.015 4,161,000.00 0.350 119,800.00 Jumlah bahan 0.660 85,500.00 0.330 109,300.00 0.033 133,200.00 0.033 198,000.00 Jumlah upah 0.500 217,030.00 1.000 103,428.60 Jumlah begesting 2 x pakai 1.000 1.000 1,021,595.92 3.790 86,377.70 57.750 12,930.04 96.871 13,245.04 Jumlah 1.000 1.000 1,021,595.92 2.710 86,377.70 159.384 13,245.04 Jumlah 1.000 1.000 1,021,595.92 2.580 86,377.70 224.991 13,245.04 Jumlah 1.000 1.000 1,021,595.92 2.160 86,377.70 175.225 13,245.04 Jumlah 1.000 1.000 1,021,595.92 89.000 12,930.04 Jumlah 1.000 1.000 1,021,595.92 5.000 108,517.20 49.193 12,930.04 89.143 13,245.04 Jumlah 1.000 1.000 1,021,595.92 6.660 108,517.20 64.494 12,930.04 86.667 13,245.04 Jumlah 1.000 1.000 1,021,595.92 6.660 108,517.20 59.232 12,930.04 55.467 13,245.04 Jumlah

Jumlah (Rp) 83,252.40 6,360.00 1,420.00 62,415.00 61,390.00 90,000.00 304,837.40 56,430.00 36,069.00 4,395.60 6,534.00 103,428.60 152,418.70 103,428.60 255,847.30 104,940.00 6,680.00 1,065.00 62,415.00 41,930.00 217,030.00 56,430.00 36,069.00 4,395.60 6,534.00 103,428.60 108,515.00 103,428.60 211,943.60 1,021,595.92 327,371.48 746,709.81 1,283,059.84 3,378,737.06 1,021,595.92 234,083.57 2,111,053.91 3,366,733.40 1,021,595.92 222,854.47 2,980,009.96 4,224,460.34 1,021,595.92 186,575.83 2,320,866.04 3,529,037.79 1,021,595.92 1,150,773.56 2,172,369.48 1,021,595.92 542,586.00 636,061.92 1,180,700.71 3,380,944.54 1,021,595.92 722,724.55 833,907.13 1,147,903.47 3,726,131.07 1,021,595.92 722,724.55 765,872.13 734,658.22 3,244,850.82 6/20

Uraian Pekerjaan

No. 22

23

24

25

26

27

28

29

Sat.

Koef.

Beton Sloof S-4 15/20 Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39

m3 m3 m2 kg kg

1.000 1.000 13.330 252.947 0.000

Beton Kolom K-1 30/40 Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39

m3 m3 m2 kg kg

1.000 1.000 11.660 49.090 156.000

Beton Kolom K-2 40/40 Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39

m3 m3 m2 kg kg

1.000 1.000 10.000 42.325 156.000

Beton Kolom K-3 30/30 Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39

m3 m3 m2 kg kg

1.000 1.000 13.330 36.036 138.667

Beton Kolom praktis 15/15 Beton K225 Begesting 2x pakai Besi beton polos U24

m3 m3 m2 kg

1.000 1.000 13.330 191.483

Beton Balok Latai dan ring balk 15/15 Beton K225 Begesting 2x pakai Besi beton polos U24

m3 m3 m2 kg

1.000 1.000 13.330 162.620

Beton Plat anak tangga dan bordes tangga 1 (Utama) Beton K300 Begesting 2x pakai Besi beton polos U24

m3 m3 m2 kg

1.000 1.000 8.330 191.047

Beton balok bordes 20/40 Beton K300 Beg...