Administrasi Proposal

No 1 Mandor 2 Pekerja 3 Tukang No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44

Nama

Sat Org/Hr Org/Hr Org/Hr Sat Buah M3 Kg Kg Bh Bh Bh Bh Bh Kg Kg Galon Bh Bh Lbr Bj Bj Bh Bh Bh Lembar Lembar M2 M3 Bh Bh Bj Kg Kg Kg Kg M3 M3 M3 M2 M2 Bh Kg Kg Lembar Lembar Zak Zak Lembar

Hrg_BWI 60,500.0 30,000.0 45,000.0 Hrg_BWI 440.0 90,000.0 12,100.0 11,800.0 40,030.0 49,210.0 40,030.0 55,350.0 49,210.0 46,100.0 17,220.0 76,260.0 13,610.0 12,350.0 22,000.0 1,050.0 2,960.0 23,175.0 6,380.0 18,475.0 22,760.0 6,530.0 55,000.0 2,650,000.0 129,150.0 18,450.0 77,100.0 19,190.0 21,530.0 16,610.0 15,990.0 110,500.0 116,200.0 70,000.0 39,980.0 52,280.0 31,890.0 16,610.0 6,380.0 94,680.0 144,740.0 48,000.0 59,000.0 88,560.0

Hrg_1 48,400.0 24,000.0 36,000.0 Hrg_1 352.0 72,000.0 9,680.0 9,440.0 32,024.0 39,368.0 32,024.0 44,280.0 39,368.0 36,880.0 13,776.0 61,008.0 10,888.0 9,880.0 17,600.0 840.0 2,368.0 18,540.0 5,104.0 14,780.0 18,208.0 5,224.0 44,000.0 2,120,000.0 103,320.0 14,760.0 61,680.0 15,352.0 17,224.0 13,288.0 12,792.0 88,400.0 92,960.0 56,000.0 31,984.0 41,824.0 25,512.0 13,288.0 5,104.0 75,744.0 115,792.0 38,400.0 47,200.0 70,848.0

Nama Batu bata merah Batu gunung Bendrat Besi beton polos Buis beton diameter 40 cm Buis beton diameter 50 cm Buis beton U 30 cm Buis beton U 40 cm Buis beton U 50 cm Cat kayu, besi merk Emco STD Cat Menie (besi/kayu) sejenis cap Pedang Cat tembok Vinilek, Aviapaint (sejenis) Engsel jendela Engsel pintu Gedek bambu 2 x 3 m Genteng flam pres jawa / lokal Genteng Wuwung flam pres lokal Glass block Hak angin 44 mm (lurus) Hak angin besar Hardplek 1 x 2 m Kaca naco Kaca polos tebal 5 mm Kayu lokal Klosed jongkok keramik (Ina) tua Kran biasa Kunci tanam besar kuda terbang 2 x putar Paku pancing Paku payung Paku reng Paku usuk Pasir beton Pasir pasang Pasir urug Paving stone segi enam 6 cm halus Paving stone segi enam tebal 8 cm halus Pegangan pintu Plamur kayu Plamur tembok Plywood tebal 6 mm (0,40 x 0,80) Plywood tebal 9 mm (1,22 x 2,44) Semen Gresik (40 kg) Semen Gresik (50 kg) Seng gelombang bwg 32

45 46 47 48 49 No 1 2 3 4 5 6 7 8

Sirtu Tanah urug Tegel keramik 20 x 20 cm polos Tegel keramik 30 x 30 cm polos Thinner Nama Cangkul Cetok Ganco Keranjang Kereta dorong Palu / martil Sekrop Timba

M3 M3 M2 M2 Ltr Sat Bh Bh Bh Bh Unit Bh Bh Bh

60,000.0 67,000.0 40,000.0 34,440.0 18,000.0 Hrg_BWI 65,330.0 9,050.0 30,750.0 9,750.0 282,900.0 18,450.0 68,730.0 9,050.0

48,000.0 53,600.0 32,000.0 27,552.0 14,400.0 Hrg_1 52,264.0 7,240.0 24,600.0 7,800.0 226,320.0 14,760.0 54,984.0 7,240.0

Hrg_2 47,500.0 30,000.0 42,500.0 Hrg_2 350.0 72,000.0 9,500.0 9,500.0 32,000.0 39,000.0 32,000.0 44,000.0 39,000.0 36,500.0 13,500.0 61,000.0 10,500.0 9,500.0 17,500.0 850.0 2,300.0 18,500.0 5,000.0 14,700.0 18,200.0 5,200.0 44,000.0 2,150,000.0 103,300.0 14,500.0 61,500.0 15,000.0 17,000.0 13,000.0 12,500.0 88,400.0 92,500.0 56,000.0 31,900.0 41,800.0 25,500.0 13,200.0 5,000.0 75,000.0 115,000.0 44,000.0 53,000.0 70,800.0

48,000.0 53,500.0 32,000.0 27,500.0 14,000.0 Hrg_2 52,000.0 7,200.0 24,500.0 7,800.0 226,300.0 14,500.0 55,000.0 7,500.0

DAFTAR ANALISA SATUAN PEKERJAAN TAHUN 2009 BAYUWANGI, WONGSOREJO, KALIPURO, GLAGAH, LICIN DAN GIRIWILAYAH UTARA6.1 6.1,1 1 m' Pagar sementara dari kayu tinggi 2 meter Bahan 1.250 btg Dolken kayu 8 - 10/400 cm 2.500 kg Semen 0.005 m3 Pasir beton 0.009 m3 Koral bulat 0.072 m3 Kayu 5/7 0.060 kg Paku biasa 2" - 5" 0.400 lt Residu Tenaga 0.400 OH Pekerja 0.200 OH Tukang kayu 0.020 OH Kepala tukang 0.020 OH Mandor 37,100.00 1,180.00 110,500.00 83,000.00 2,650,000.00 15,990.00 2,500.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 45,000.00 @ Rp. 50,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan 1 m' Pagar sementara dari seng gelombang tinggi 2 meter Bahan 1.250 btg Dolken kayu 8 - 10/400 cm @ Rp. 37,100.00 2.500 kg Semen @ Rp. 1,180.00 1.200 lbr Seng gelombang 3" - 5" @ Rp. 88,560.00 0.005 m3 Pasir beton @ Rp. 110,500.00 0.009 m3 Koral beton @ Rp. 83,000.00 0.072 m3 Kayu 5/7 @ Rp. 2,650,000.00 0.060 kg Paku biasa 2" - 5" @ Rp. 15,990.00 0.450 kg Meni besi @ Rp. 17,220.00 Tenaga Jumlah (I) 0.400 OH Pekerja @ Rp. 30,000.00 0.200 OH Tukang kayu @ Rp. 45,000.00 0.020 OH Kepala tukang @ Rp. 50,000.00 0.020 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan 1 m' Pagar sementara dari kawat duri tinggi 1,8 meter Bahan 1.000 btg Dolken kayu 8 - 10/400 cm @ Rp. 37,100.00 2.000 kg Semen @ Rp. 1,180.00 25.000 kg kawat duri @ Rp. 160.78 0.005 m3 Pasir beton @ Rp. 110,500.00 0.009 m3 Koral beton @ Rp. 83,000.00 0.060 kg Paku biasa 2" - 5" @ Rp. 15,990.00 Tenaga Jumlah (I) 0.300 OH Pekerja @ Rp. 30,000.00 0.200 OH Tukang kayu @ Rp. 45,000.00 0.020 OH Kepala tukang @ Rp. 50,000.00 0.020 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. 46,375.00 2,950.00 552.50 747.00 190,800.00 959.40 1,000.00 243,383.90 12,000.00 9,000.00 1,000.00 1,210.00 23,210.00 266,593.90 266,590.00

6.1,2

6.2 6,2,1

6,2,2

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

46,375.00 2,950.00 106,272.00 552.50 747.00 190,800.00 959.40 7,749.00 356,404.90 12,000.00 9,000.00 1,000.00 1,210.00 23,210.00 379,614.90 379,610.00

6.3 6,3,1

6,3,2

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

37,100.00 2,360.00 4,019.58 552.50 747.00 959.40 45,738.48 9,000.00 9,000.00 1,000.00 1,210.00 20,210.00 65,948.48 65,940.00

1-5

6.4 6.4.1

6.4.2

1 m' Pengukuran dan Pemasangan bouwplank Bahan 0.012 m3 Kayu 5/7 0.020 kg Paku biasa 2" - 5" 0.007 m3 Kayu papan 3/20 Tenaga 0.100 OH Pekerja 0.100 OH Tukang kayu 0.010 OH Kepala tukang 0.005 OH Mandor

6.5 6,5,1

6,5,1

6.6 6,6,1

6,6,2

2,650,000.00 15,990.00 2,650,000.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 45,000.00 @ Rp. 50,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan 1 m2 Pembuatan kantor sementara, dengan lantai plesteran Bahan 1.250 btg Dolken kayu 8 - 10/400 cm @ Rp. 37,100.00 0.180 m3 Kayu @ Rp. 2,650,000.00 0.850 kg Paku biasa @ Rp. 15,990.00 1.100 kg Besi strip @ Rp. 3,600.00 35.000 kg Semen @ Rp. 1,180.00 0.150 m3 Pasir pasang @ Rp. 116,200.00 0.100 m3 Pasir beton @ Rp. 110,500.00 0.150 m3 Koral beton @ Rp. 83,000.00 30.000 bh Bata merah @ Rp. 440.00 0.250 lbr Seng plat @ Rp. 39,600.00 2.000 bh Jendela nako @ Rp. 6,530.00 0.080 m2 Kaca polos @ Rp. 55,000.00 0.150 bh kunci tanam @ Rp. 43,690.00 0.060 lmb Plywood 4 mm @ Rp. 72,830.00 Tenaga Jumlah (I) 2.000 OH Pekerja @ Rp. 30,000.00 2.000 OH Tukang kayu @ Rp. 45,000.00 1.000 OH Tukang batu @ Rp. 45,000.00 0.300 OH Kepala tukang @ Rp. 50,000.00 0.050 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan 1 m2 Pembuatan gudang semen dan alat - alat Bahan 1.700 btg Dolken kayu 8 - 10/400 cm @ Rp. 37,100.00 0.210 m3 Kayu @ Rp. 2,650,000.00 0.300 kg Paku biasa @ Rp. 15,990.00 10.500 kg Semen @ Rp. 1,180.00 0.030 m3 Pasir beton @ Rp. 110,500.00 0.050 m3 Koral beton @ Rp. 83,000.00 1.500 lbr Seng gelombang bjls 32 @ Rp. 88,560.00 Tenaga Jumlah (I) 1.000 OH Pekerja @ Rp. 30,000.00 2.000 OH Tukang kayu @ Rp. 45,000.00 0.200 OH Kepala tukang @ Rp. 50,000.00 0.050 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

@ Rp. @ Rp. @ Rp.

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

31,800.00 319.80 18,550.00 50,669.80 3,000.00 4,500.00 500.00 302.50 8,302.50 58,972.30 58,970.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

46,375.00 477,000.00 13,591.50 3,960.00 41,300.00 17,430.00 11,050.00 12,450.00 13,200.00 9,900.00 13,060.00 4,400.00 6,553.50 4,369.80 674,639.80 60,000.00 90,000.00 45,000.00 15,000.00 3,025.00 213,025.00 887,664.80 887,660.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

63,070.00 556,500.00 4,797.00 12,390.00 3,315.00 4,150.00 132,840.00 777,062.00 30,000.00 90,000.00 10,000.00 3,025.00 133,025.00 910,087.00 910,080.00

1-6

6.7 6,7,1

6,7,2

1 m2 Pembuatan rumah jaga / konstruksi kayu Bahan 3.000 btg Dolken kayu 8 - 10/400 cm 0.276 m3 Kayu 0.700 kg Paku biasa 1.500 lbr Seng gelombang bjls 32 Tenaga 1.000 OH Pekerja 1.500 OH Tukang kayu 0.150 OH Kepala tukang 0.050 OH Mandor

37,100.00 2,650,000.00 15,990.00 88,560.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 45,000.00 @ Rp. 50,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

@ Rp. @ Rp. @ Rp. @ Rp.

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

111,300.00 731,400.00 11,193.00 132,840.00 986,733.00 30,000.00 67,500.00 7,500.00 3,025.00 108,025.00 1,094,758.00 1,094,750.00

6.8 6.8.1

1 m2 Membersihkan lapangan dan peralatan Tenaga 0.100 OH Pekerja 0.050 OH Mandor

@ Rp. 30,000.00 @ Rp. 60,500.00 Harga satuan pekerjaan Harga setelah dibulatkan

= Rp. = Rp. = Rp. = Rp.

3,000.00 3,025.00 6,025.00 6,020.00

6.9 6,9,1

6,9,2

1 m2 Pembuatan bedeng buruh Bahan 1.250 btg Dolken kayu 8 - 10/400 cm 0.186 m3 Kayu 0.300 kg Paku biasa 18.000 kg Semen 0.030 m3 Pasir beton 0.050 m3 Koral beton 1.500 lbr Seng gelombang bjls 32 1.350 lbr Plywood 4 mm Tenaga 1.000 OH Pekerja 2.000 OH Tukang kayu 0.200 OH Kepala tukang 0.050 OH Mandor

37,100.00 2,650,000.00 15,990.00 1,180.00 110,500.00 83,000.00 88,560.00 72,830.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 45,000.00 @ Rp. 50,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.


46,375.00 492,900.00 4,797.00 21,240.00 3,315.00 4,150.00 132,840.00 98,320.50 803,937.50 30,000.00 90,000.00 10,000.00 3,025.00 133,025.00 936,962.50 936,960.00

6.10 6,10,1

6,10,2

1 m2 Pembuatan bak adukan ukuran ( 40 x 50 x 20 ) cm Bahan 0.036 m3 Kayu terentang 0.080 kg Paku biasa 1.000 btg Kaso 5/7 Tenaga 0.300 OH Tukang kayu 0.0015 OH Mandor

6.11 6,11,1

6,11,2

2,650,000.00 15,990.00 37,100.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan 1 m2 Pembuatan stegger dari bambu, ukuran ( 40 x 50 x 20 ) cm Bahan 1.000 btg Bambu 6 - 8/600 cm @ Rp. 14,300.00 0.250 kg Tali ijuk @ Rp. 17,000.00 Tenaga Jumlah (I) 0.250 OH Pekerja @ Rp. 30,000.00 0.017 OH Tukang kayu @ Rp. 45,000.00 0.002 OH Kepala tukang @ Rp. 50,000.00 0.013 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

@ Rp. @ Rp. @ Rp.

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

95,400.00 1,279.20 37,100.00 133,779.20 9,000.00 90.75 9,090.75 142,869.95 142,860.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

14,300.00 4,250.00 18,550.00 7,500.00 765.00 100.00 786.50 9,151.50 27,701.50 27,700.00

1-7

6.12 6,12,1

6,12,2

1 m2 Pembuatan jalan sementara Bahan 0.150 m3 Batu belah 15/20 0.090 m3 Batu pecah 5/7 0.010 m3 Pasir pasang Tenaga 1.000 OH Pekerja 0.050 OH Mandor

103,000.00 115,000.00 116,200.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

@ Rp. @ Rp. @ Rp.


15,450.00 10,350.00 1,162.00 26,962.00 30,000.00 3,025.00 33,025.00 59,987.00 59,980.00

6.I3 6.I3.1

1 m3 Bongkaran beton bertulang Tenaga 6.667 OH Pekerja 0.333 OH Mandor


= Rp. = Rp. = Rp. = Rp.

200,010.00 20,146.50 220,156.50 220,150.00

6.I4 6.I4.1

1 m3 Bongkaran dinding tembok bata merah Tenaga 6.667 OH Pekerja 0.033 OH Mandor


= Rp. = Rp. = Rp. = Rp.

200,010.00 1,996.50 202,006.50 202,000.00

II. ANALISA BIAYA KONSTRUKSI PEKERJAAN TANAH (SNI 2835 : 2008) 6.1 Menggali 1 m3 tanah biasa sedalam 1 meter 6.1.1 Tenaga 0.750 OH Pekerja @ Rp. 30,000.00 0.025 OH Mandor @ Rp. 60,500.00 Harga satuan pekerjaan Harga setelah dibulatkan 6.2 Menggali 1 m3 tanah biasa sedalam 2 meter 6.2.1 Tenaga 0.900 OH Pekerja @ Rp. 30,000.00 0.045 OH Mandor @ Rp. 60,500.00 Harga satuan pekerjaan Harga setelah dibulatkan 6.3 Menggali 1 m3 tanah biasa sedalam 3 meter 6.3.1 Tenaga 1.050 OH Pekerja @ Rp. 30,000.00 0.067 OH Mandor @ Rp. 60,500.00 Harga satuan pekerjaan Harga setelah dibulatkan 6.4 Menggali 1 m3 tanah keras sedalam 1 meter 6.4.1 Tenaga 1.000 OH Pekerja @ Rp. 30,000.00 0.032 OH Mandor @ Rp. 60,500.00 Harga satuan pekerjaan Harga setelah dibulatkan 6.5 Menggali 1 m3 tanah cadas sedalam 1 meter 6.5.1 Tenaga 1.500 OH Pekerja @ Rp. 30,000.00 0.060 OH Mandor @ Rp. 60,500.00 Harga satuan pekerjaan Harga setelah dibulatkan 6.6 Menggali 1 m3 tanah lumpur sedalam 1 meter 6.6.1 Tenaga 1.200 OH Pekerja @ Rp. 30,000.00 0.045 OH Mandor @ Rp. 60,500.00 Harga satuan pekerjaan Harga setelah dibulatkan

= Rp. = Rp. = Rp. = Rp.

22,500.00 1,512.50 24,012.50 24,010.00

= Rp. = Rp. = Rp. = Rp.

27,000.00 2,722.50 29,722.50 29,720.00

= Rp. = Rp. = Rp. = Rp.

31,500.00 4,053.50 35,553.50 35,550.00

= Rp. = Rp. = Rp. = Rp.

30,000.00 1,936.00 31,936.00 31,930.00

= Rp. = Rp. = Rp. = Rp.

45,000.00 3,630.00 48,630.00 48,630.00

= Rp. = Rp. = Rp. = Rp.

36,000.00 2,722.50 38,722.50 38,720.00

1-8

6.7 6.7.1

Mengerjakan 1 m2 stripping tebing setinggi 1 meter Tenaga 0.050 OH Pekerja 0.005 OH Mandor


= Rp. = Rp. = Rp. = Rp.

1,500.00 302.50 1,802.50 1,800.00

6.8 6.8.1

Membuang 1 m3 tanah sejauh 15 meter Tenaga 0.330 OH Pekerja 0.010 OH Mandor

6.9a 6.9a.1 6.9b 6.9b.1 6.9c 6.9c.1 6.9d 6.9d.1 6.9e 6.9e.1 6.9f 6.9f.1 6.10 6.10.1

6.11 6.11.1 6.11.2

6.12 6.12.1

6.12.2

@ Rp. 30,000.00 @ Rp. 60,500.00 Harga satuan pekerjaan Harga setelah dibulatkan Mengurug kembali 1 m3 galian tanah biasa sedalam 1 meter 1/3 x galian Pekerja @ Rp. 24,010.00 Harga setelah dibulatkan Mengurug kembali 1 m3 galian tanah biasa sedalam 2 meter 1/3 x galian Pekerja @ Rp. 29,720.00 Harga setelah dibulatkan Mengurug kembali 1 m3 galian tanah biasa sedalam 3 meter 1/3 x galian Pekerja @ Rp. 35,550.00 Harga setelah dibulatkan Mengurug kembali 1 m3 galian tanah keras sedalam 1 meter 1/3 x galian Pekerja @ Rp. 31,930.00 Harga setelah dibulatkan Mengurug kembali 1 m3 galian tanah cadas sedalam 1 meter 1/3 x galian Pekerja @ Rp. 48,630.00 Harga setelah dibulatkan Mengurug kembali 1 m3 galian tanah lumpur sedalam 1 meter 1/3 x galian Pekerja @ Rp. 38,720.00 Harga setelah dibulatkan Memadatkan 1 m3 tanah (per 20 cm) Tenaga 0.500 OH Pekerja @ Rp. 30,000.00 0.050 OH Mandor @ Rp. 60,500.00 Harga satuan pekerjaan Harga setelah dibulatkan Mengurug 1 m3 pasir urug Bahan 1.200 m3 Pasir urug @ Rp. 70,000.00 Tenaga Jumlah (I) 0.300 OH Pekerja @ Rp. 30,000.00 0.010 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Memasang 1 m3 Lapisan pudel campuran 1 KP : 3 PP : 7 TL Bahan 0.135 m3 Kapur pasang @ Rp. 351,300.00 0.400 m3 Pasir pasang @ Rp. 116,200.00 0.948 m3 Tanah liat @ Rp. 67,000.00 Tenaga Jumlah (I) 0.800 OH Pekerja @ Rp. 30,000.00 0.400 OH Tukang batu @ Rp. 45,000.00 0.040 OH Kepala tukang @ Rp. 50,000.00 0.080 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan


9,900.00 605.00 10,505.00 10,500.00 8,003.33 8,000.00 9,906.67 9,900.00 11,850.00 11,850.00 10,643.33 10,640.00 16,210.00 16,210.00 12,906.67 12,900.00

= Rp. = Rp. = Rp. = Rp.

15,000.00 3,025.00 18,025.00 18,020.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

84,000.00 84,000.00 9,000.00 605.00 9,605.00 93,605.00 93,600.00


47,425.50 46,480.00 63,516.00 157,421.50 24,000.00 18,000.00 2,000.00 4,840.00 48,840.00 206,261.50 206,260.00

1-9

6.13 6.13.1

6.13.2

Memasang 1 m3 Lapisan pudel campuran 1 KP : 5 TL Bahan 0.248 m3 Kapur pasang 1.240 m3 Tanah liat Tenaga 0.800 OH Pekerja 0.400 OH Tukang batu 0.040 OH Kepala tukang 0.080 OH Mandor

351,300.00 67,000.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 45,000.00 @ Rp. 50,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

@ Rp. @ Rp.


87,122.40 83,080.00 170,202.40 24,000.00 18,000.00 2,000.00 4,840.00 48,840.00 219,042.40 219,040.00

6.14 6.14.1 6.14.2

Memasang 1 m3 Lapisan pudel campuran 1 KP : 5 TL Bahan 6.000 Kg Ijuk Tenaga 0.150 OH Pekerja 0.015 OH Mandor

6.15 6.15.1 6.15.2

17,000.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Mengurug 1 m3 sirtu padat untuk peninggian lantai bangunan Bahan 1.200 m3 Sirtu @ Rp. 60,000.00 Tenaga Jumlah (I) 0.250 OH Pekerja @ Rp. 30,000.00 0.025 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

@ Rp.

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

102,000.00 102,000.00 4,500.00 907.50 5,407.50 107,407.50 107,400.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

72,000.00 72,000.00 7,500.00 1,512.50 9,012.50 81,012.50 81,010.00

III. ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI (SNI 2836 : 2008 ) 6.1 Memasang 1 m3 pondasi batu belah, campuran 1 PC : 3 PP 6.1.1 Bahan 1.200 m3 Batu belah 15 cm/20 cm @ Rp. 103,000.00 202.000 kg Semen @ Rp. 1,180.00 0.485 m3 Pasir pasang @ Rp. 116,200.00 6.1.2 Tenaga Jumlah (I) 1.500 OH Pekerja @ Rp. 30,000.00 0.750 OH Tukang batu @ Rp. 45,000.00 0.075 OH Kepala tukang @ Rp. 50,000.00 0.075 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan 6.2 Memasang 1 m3 pondasi batu belah, campuran 1 PC : 4 PP 6.2.1 Bahan 1.200 m3 Batu belah 15 cm/20 cm @ Rp. 103,000.00 163.000 kg Semen @ Rp. 1,180.00 0.520 m3 Pasir pasang @ Rp. 116,200.00 6.2.2 Tenaga Jumlah (I) 1.500 OH Pekerja @ Rp. 30,000.00 0.750 OH Tukang batu @ Rp. 45,000.00 0.075 OH Kepala tukang @ Rp. 50,000.00 0.075 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan


123,600.00 238,360.00 56,357.00 418,317.00 45,000.00 33,750.00 3,750.00 4,537.50 87,037.50 505,354.50 505,350.00


123,600.00 192,340.00 60,424.00 376,364.00 45,000.00 33,750.00 3,750.00 4,537.50 87,037.50 463,401.50 463,400.00

6.3

Memasang 1 m3 pondasi batu belah, campuran 1 PC : 5 PP

1 - 10

6.3.1

6.3.2

Bahan 1.200 136.000 0.544 Tenaga 1.500 0.750 0.075 0.075

6.4 6,4,1

6,4,2

6.5 6,5,1

6,5,2

6.7 6.7.1

6.7.2

6.8 6,8,1

6,8,2

103,000.00 1,180.00 116,200.00 Jumlah (I) OH Pekerja @ Rp. 30,000.00 OH Tukang batu @ Rp. 45,000.00 OH Kepala tukang @ Rp. 50,000.00 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Memasang 1 m3 pondasi batu belah, campuran 1 PC : 6 PP Bahan 1.200 m3 Batu belah 15 cm/20 cm @ Rp. 103,000.00 117.000 kg Semen @ Rp. 1,180.00 0.561 m3 Pasir pasang @ Rp. 116,200.00 Tenaga Jumlah (I) 1.500 OH Pekerja @ Rp. 30,000.00 0.750 OH Tukang batu @ Rp. 45,000.00 0.075 OH Kepala tukang @ Rp. 50,000.00 0.075 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Memasang 1 m3 pondasi batu belah, campuran 1 PC : 8 PP Bahan 1.200 m3 Batu belah 15 cm/20 cm @ Rp. 103,000.00 91.000 kg Semen @ Rp. 1,180.00 0.584 m3 Pasir pasang @ Rp. 116,200.00 Tenaga Jumlah (I) 1.500 OH Pekerja @ Rp. 30,000.00 0.750 OH Tukang batu @ Rp. 45,000.00 0.075 OH Kepala tukang @ Rp. 50,000.00 0.075 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Memasang 1 m3 pondasi batu belah, campuran 1 PC : 3 KP : 10 PP Bahan 1.200 m3 Batu belah 15 cm/20 cm @ Rp. 103,000.00 61.000 kg Semen @ Rp. 1,180.00 0.147 m3 Kapur pasang @ Rp. 351,300.00 0.492 m3 Pasir pasang @ Rp. 116,200.00 Tenaga Jumlah (I) 1.500 OH Pekerja @ Rp. 30,000.00 0.750 OH Tukang batu @ Rp. 45,000.00 0.075 OH Kepala tukang @ Rp. 50,000.00 0.075 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Memasang 1 m3 pondasi batu belah, campuran 1/4 PC : 1 KP : 4 PP Bahan 1.200 m3 Batu belah 15 cm/20 cm @ Rp. 103,000.00 41.000 kg Semen @ Rp. 1,180.00 0.131 m3 Kapur pasang @ Rp. 351,300.00 0.523 m3 Pasir pasang @ Rp. 116,200.00 Tenaga Jumlah (I) 1.500 OH Pekerja @ Rp. 30,000.00 0.750 OH Tukang batu @ Rp. 45,000.00 0.075 OH Kepala tukang @ Rp. 50,000.00 0.075 OH Mandor @ Rp. 60,500.00

m3 kg m3

Batu belah 15 cm/20 cm Semen Pasir pasang

@ Rp. @ Rp. @ Rp.


123,600.00 160,480.00 63,212.80 347,292.80 45,000.00 33,750.00 3,750.00 4,537.50 87,037.50 434,330.30 434,330.00


123,600.00 138,060.00 65,188.20 326,848.20 45,000.00 33,750.00 3,750.00 4,537.50 87,037.50 413,885.70 413,880.00


123,600.00 107,380.00 67,860.80 298,840.80 45,000.00 33,750.00 3,750.00 4,537.50 87,037.50 385,878.30 385,870.00


123,600.00 71,980.00 51,641.10 57,170.40 304,391.50 45,000.00 33,750.00 3,750.00 4,537.50 87,037.50 391,429.00 391,420.00


123,600.00 48,380.00 46,020.30 60,772.60 278,772.90 45,000.00 33,750.00 3,750.00 4,537.50

1 - 11

Jumlah (II) = Rp. Harga satuan pekerjaan = Rp. Harga setelah dibulatkan = Rp.

87,037.50 365,810.40 365,810.00

1 - 12

6.9 6.9.1

6.9.2

Memasang 1 m3 batu kosong (aanstamping) Bahan 1.200 m3 Batu belah 15 cm/20 cm 0.432 m3 Pasir urug Tenaga 0.780 OH Pekerja 0.390 OH Tukang batu 0.039 OH Kepala tukang 0.039 OH Mandor

6.10 6.10.1

6.10.2

6.11 6.11.1

6.11.2

103,000.00 = Rp. 123,600.00 70,000.00 = Rp. 30,240.00 Jumlah (I) = Rp. 153,840.00 @ Rp. 30,000.00 = Rp. 23,400.00 @ Rp. 45,000.00 = Rp. 17,550.00 @ Rp. 50,000.00 = Rp. 1,950.00 @ Rp. 60,500.00 = Rp. 2,359.50 Jumlah (II) = Rp. 45,259.50 Harga satuan pekerjaan = Rp. 199,099.50 Harga setelah dibulatkan = Rp. 199,090.00 Memasang 1 m3 pondasi siklop, 60% beton campuran 1 PC : 2 PB : 3 KR dan 40% batu belah Bahan 0.480 m3 Batu belah 15 cm/20 cm @ Rp. 103,000.00 = Rp. 49,440.00 194.000 kg Semen @ Rp. 1,180.00 = Rp. 228,920.00 0.312 m3 Pasir beton @ Rp. 110,500.00 = Rp. 34,476.00 0.468 m3 Kerikil @ Rp. 83,000.00 = Rp. 38,844.00 126.000 kg Besi beton @ Rp. 147,600.00 = Rp. 18,597,600.00 1.800 kg Kawat beton @ Rp. 18,280.00 = Rp. 32,904.00 Tenaga Jumlah (I) = Rp. 18,982,184.00 3.400 OH Pekerja @ Rp. 30,000.00 = Rp. 102,000.00 0.850 OH Tukang batu @ Rp. 45,000.00 = Rp. 38,250.00 0.085 OH Kepala tukang @ Rp. 50,000.00 = Rp. 4,250.00 0.170 OH Mandor @ Rp. 60,500.00 = Rp. 10,285.00 Jumlah (II) = Rp. 154,785.00 Harga satuan pekerjaan = Rp. 19,136,969.00 Harga setelah dibulatkan = Rp. 19,136,960.00 Memasang 1 m3 pondasi sumuran, diameter 100 cm Bahan 0.450 m3 Batu belah 15 cm/20 cm @ Rp. 103,000.00 = Rp. 46,350.00 194.000 kg Semen @ Rp. 1,180.00 = Rp. 228,920.00 0.312 m3 Pasir beton @ Rp. 110,500.00 = Rp. 34,476.00 0.468 m3 Kerikil @ Rp. 83,000.00 = Rp. 38,844.00 Tenaga Jumlah (I) = Rp. 348,590.00 2.400 OH Pekerja @ Rp. 30,000.00 = Rp. 72,000.00 0.800 OH Tukang batu @ Rp. 45,000.00 = Rp. 36,000.00 0.080 OH Kepala tukang @ Rp. 50,000.00 = Rp. 4,000.00 0.119 OH Mandor @ Rp. 60,500.00 = Rp. 7,199.50 Jumlah (II) = Rp. 119,199.50 Harga satuan pekerjaan = Rp. 467,789.50 Harga setelah dibulatkan = Rp. 467,780.00

@ Rp. @ Rp.

IV. ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON (SNI 7394 : 2008 ) 6.1 Membuat 1 m3 beton mutu f'c = 7.4 M Pa ( K 100 ), slump ( 12 2 ) cm, w/c = 0,87 Bahan 247.000 kg PC @ Rp. 1,180.00 869.000 kg Pasir beton @ Rp. 110.50 999.000 kg Koral pecah (maksimum 30 mm) @ Rp. 137.50 215.000 liter Air @ Rp. 15.00 Tenaga Jumlah (I) 1.650 OH Pekerja @ Rp. 30,000.00 0.275 OH Tukang batu @ Rp. 45,000.00 0.028 OH Kepala tukang @ Rp. 50,000.00 0.083 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan


291,460.00 96,024.50 137,362.50 3,225.00 528,072.00 49,500.00 12,375.00 1,400.00 5,021.50 68,296.50 596,368.50 596,360.00

1 - 13

6.2

6.3

6.4

6.5

Membuat 1 m3 beton mutu f'c = 9,8 M Pa ( K 125 ), slump ( 12 2 ) cm, w/c = 0,78 Bahan 276.000 kg PC @ Rp. 1,180.00 = Rp. 828.000 kg Pasir beton @ Rp. 110.50 = Rp. 1012.000 kg Koral pecah (maksimum 30 mm) @ Rp. 137.50 = Rp. 215.000 liter Air @ Rp. 15.00 = Rp. Tenaga Jumlah (I) = Rp. 1.650 OH Pekerja @ Rp. 30,000.00 = Rp. 0.275 OH Tukang batu @ Rp. 45,000.00 = Rp. 0.028 OH Kepala tukang @ Rp. 50,000.00 = Rp. 0.083 OH Mandor @ Rp. 60,500.00 = Rp. Jumlah (II) = Rp. Harga satuan pekerjaan = Rp. Harga setelah dibulatkan = Rp. Membuat 1 m3 beton mutu f'c = 12,2 M Pa ( K 150 ), slump ( 12 2 ) cm, w/c = 0,72 Bahan 299.000 kg PC @ Rp. 1,180.00 = Rp. 799.000 kg Pasir beton @ Rp. 110.50 = Rp. 1017.000 kg Koral pecah (maksimum 30 mm) @ Rp. 137.50 = Rp. 215.000 liter Air @ Rp. 15.00 = Rp. Tenaga Jumlah (I) = Rp. 1.650 OH Pekerja @ Rp. 30,000.00 = Rp. 0.275 OH Tukang batu @ Rp. 45,000.00 = Rp. 0.028 OH Kepala tukang @ Rp. 50,000.00 = Rp. 0.083 OH Mandor @ Rp. 60,500.00 = Rp. Jumlah (II) = Rp. Harga satuan pekerjaan = Rp. Harga setelah dibulatkan = Rp. Membuat 1 m3 lantai kerja beton mutu f'c = 7.4 M Pa ( K 100 ), slump ( 3 - 6 ) cm, w/c = 0,87 Bahan 230.000 kg PC @ Rp. 1,180.00 = Rp. 893.000 kg Pasir beton @ Rp. 110.50 = Rp. 1027.000 kg Koral pecah (maksimum 30 mm) @ Rp. 137.50 = Rp. 200.000 liter Air @ Rp. 15.00 = Rp. Tenaga Jumlah (I) = Rp. 1.200 OH Pekerja @ Rp. 30,000.00 = Rp. 0.200 OH Tukang batu @ Rp. 45,000.00 = Rp. 0.020 OH Kepala tukang @ Rp. 50,000.00 = Rp. 0.060 OH Mandor @ Rp. 60,500.00 = Rp. Jumlah (II) = Rp. Harga satuan pekerjaan = Rp. Harga setelah dibulatkan = Rp. Membuat 1 m3 beton mutu f'c = 14,5 M Pa ( K 175 ), slump ( 12 2 ) cm, w/c = 0,66 Bahan 326.000 kg PC @ Rp. 1,180.00 = Rp. 760.000 kg Pasir beton @ Rp. 110.50 = Rp. 1029.000 kg Koral pecah (maksimum 30 mm) @ Rp. 137.50 = Rp. 215.000 liter Air @ Rp. 15.00 = Rp. Tenaga Jumlah (I) = Rp. 1.650 OH Pekerja @ Rp. 30,000.00 = Rp. 0.275 OH Tukang batu @ Rp. 45,000.00 = Rp. 0.028 OH Kepala tukang @ Rp. 50,000.00 = Rp. 0.083 OH Mandor @ Rp. 60,500.00 = Rp. Jumlah (II) = Rp. Harga satuan pekerjaan = Rp. Harga setelah dibulatkan = Rp.

325,680.00 91,494.00 139,150.00 3,225.00 559,549.00 49,500.00 12,375.00 1,400.00 5,021.50 68,296.50 627,845.50 627,840.00

352,820.00 88,289.50 139,837.50 3,225.00 584,172.00 49,500.00 12,375.00 1,400.00 5,021.50 68,296.50 652,468.50 652,460.00

271,400.00 98,676.50 141,212.50 3,000.00 514,289.00 36,000.00 9,000.00 1,000.00 3,630.00 49,630.00 563,919.00 563,910.00

384,680.00 83,980.00 141,487.50 3,225.00 613,372.50 49,500.00 12,375.00 1,400.00 5,021.50 68,296.50 681,669.00 681,660.00

1 - 14

6.6

6.7

6.8

6.9

Membuat 1 m3 beton mutu f'c = 16,9 M Pa ( K 200 ), slump ( 12 2 ) cm, w/c = 0,61 Bahan 352.000 kg PC @ Rp. 1,180.00 731.000 kg Pasir beton @ Rp. 110.50 1031.000 kg Koral pecah (maksimum 30 mm) @ Rp. 137.50 215.000 liter Air @ Rp. 15.00 Tenaga Jumlah (I) 1.650 OH Pekerja @ Rp. 30,000.00 0.275 OH Tukang batu @ Rp. 45,000.00 0.028 OH Kepala tukang @ Rp. 50,000.00 0.083 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Membuat 1 m3 beton mutu f'c = 19,3 M Pa ( K 225 ), slump ( 12 2 ) cm, w/c = 0,58 Bahan 371.000 kg PC @ Rp. 1,180.00 698.000 kg Pasir beton @ Rp. 110.50 1047.000 kg Koral pecah (maksimum 30 mm) @ Rp. 137.50 215.000 liter Air @ Rp. 15.00 Tenaga Jumlah (I) 1.650 OH Pekerja @ Rp. 30,000.00 0.275 OH Tukang batu @ Rp. 45,000.00 0.028 OH Kepala tukang @ Rp. 50,000.00 0.083 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Membuat 1 m3 beton mutu f'c = 21,7 M Pa ( K 250 ), slump ( 12 2 ) cm, w/c = 0,56 Bahan 384.000 kg PC @ Rp. 1,180.00 692.000 kg Pasir beton @ Rp. 110.50 1039.000 kg Koral pecah (maksimum 30 mm) @ Rp. 137.50 215.000 liter Air @ Rp. 15.00 Tenaga Jumlah (I) 1.650 OH Pekerja @ Rp. 30,000.00 0.275 OH Tukang batu @ Rp. 45,000.00 0.028 OH Kepala tukang @ Rp. 50,000.00 0.083 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Membuat 1 m3 beton mutu f'c = 24,0 M Pa ( K 275 ), slump ( 12 2 ) cm, w/c = 0,53 Bahan 406.000 kg PC @ Rp. 1,180.00 684.000 kg Pasir beton @ Rp. 110.50 1026.000 kg Koral pecah (maksimum 30 mm) @ Rp. 137.50 215.000 liter Air @ Rp. 15.00 Tenaga Jumlah (I) 1.650 OH Pekerja @ Rp. 30,000.00 0.275 OH Tukang batu @ Rp. 45,000.00 0.028 OH Kepala tukang @ Rp. 50,000.00 0.083 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan


415,360.00 80,775.50 141,762.50 3,225.00 641,123.00 49,500.00 12,375.00 1,400.00 5,021.50 68,296.50 709,419.50 709,410.00


437,780.00 77,129.00 143,962.50 3,225.00 662,096.50 49,500.00 12,375.00 1,400.00 5,021.50 68,296.50 730,393.00 730,390.00


453,120.00 76,466.00 142,862.50 3,225.00 675,673.50 49,500.00 12,375.00 1,400.00 5,021.50 68,296.50 743,970.00 743,970.00


479,080.00 75,582.00 141,075.00 3,225.00 698,962.00 49,500.00 12,375.00 1,400.00 5,021.50 68,296.50 767,258.50 767,250.00

1 - 15

6.10

6.11

6.12

6.17

6.17

Membuat 1 m3 beton mutu f'c = 26,4 M Pa ( K 300 ), slump ( 12 2 ) cm, w/c = 0,52 Bahan 413.000 kg PC @ Rp. 1,180.00 681.000 kg Pasir beton @ Rp. 110.50 1021.000 kg Koral pecah (maksimum 30 mm) @ Rp. 137.50 215.000 liter Air @ Rp. 15.00 Tenaga Jumlah (I) 1.650 OH Pekerja @ Rp. 30,000.00 0.275 OH Tukang batu @ Rp. 45,000.00 0.028 OH Kepala tukang @ Rp. 50,000.00 0.083 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Membuat 1 m3 beton mutu f'c = 28,8 M Pa ( K 325 ), slump ( 12 2 ) cm, w/c = 0,49 Bahan 439.000 kg PC @ Rp. 1,180.00 670.000 kg Pasir beton @ Rp. 110.50 1006.000 kg Koral pecah (maksimum 30 mm) @ Rp. 137.50 215.000 liter Air @ Rp. 15.00 Tenaga Jumlah (I) 2.100 OH Pekerja @ Rp. 30,000.00 0.350 OH Tukang batu @ Rp. 45,000.00 0.035 OH Kepala tukang @ Rp. 50,000.00 0.105 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Membuat 1 m3 beton mutu f'c = 31,2 M Pa ( K 350 ), slump ( 12 2 ) cm, w/c = 0,48 Bahan 448.000 kg PC @ Rp. 1,180.00 667.000 kg Pasir beton @ Rp. 110.50 1000.000 kg Koral pecah (maksimum 30 mm) @ Rp. 137.50 215.000 liter Air @ Rp. 15.00 Tenaga Jumlah (I) 2.100 OH Pekerja @ Rp. 30,000.00 0.350 OH Tukang batu @ Rp. 45,000.00 0.035 OH Kepala tukang @ Rp. 50,000.00 0.105 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Pembesian 10 kg dengan besi polos Bahan 10.500 kg Besi beton (polos/ulir) @ Rp. 11,800.00 0.150 kg Kawat beton @ Rp. 18,280.00 Tenaga Jumlah (I) 0.070 OH Pekerja @ Rp. 30,000.00 0.070 OH Tukang batu @ Rp. 45,000.00 0.007 OH Kepala tukang @ Rp. 50,000.00 0.004 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Pembesian 10 kg dengan besi ulir Bahan 10.500 kg Besi beton (polos/ulir) @ Rp. 13,000.00 0.150 kg Kawat beton @ Rp. 18,280.00 Tenaga Jumlah (I) 0.070 OH Pekerja @ Rp. 30,000.00 0.070 OH Tukang batu @ Rp. 45,000.00 0.007 OH Kepala tukang @ Rp. 50,000.00 0.004 OH Mandor @ Rp. 60,500.00


487,340.00 75,250.50 140,387.50 3,225.00 706,203.00 49,500.00 12,375.00 1,400.00 5,021.50 68,296.50 774,499.50 774,490.00


518,020.00 74,035.00 138,325.00 3,225.00 733,605.00 63,000.00 15,750.00 1,750.00 6,352.50 86,852.50 820,457.50 820,450.00


528,640.00 73,703.50 137,500.00 3,225.00 743,068.50 63,000.00 15,750.00 1,750.00 6,352.50 86,852.50 829,921.00 829,920.00


123,900.00 2,742.00 126,642.00 2,100.00 3,150.00 350.00 242.00 5,842.00 132,484.00 132,480.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

136,500.00 2,742.00 139,242.00 2,100.00 3,150.00 350.00 242.00

1 - 16

Jumlah (II) = Rp. Harga satuan pekerjaan = Rp. Harga setelah dibulatkan = Rp.

5,842.00 145,084.00 145,080.00

1 - 17

6.18

Pembesian 10 kg kabel presstressed polos / ulir Bahan 10.500 kg Besi beton (polos/ulir) 0.100 kg Kawat beton Tenaga 0.050 OH Pekerja 0.050 OH Tukang batu 0.005 OH Kepala tukang 0.003 OH Mandor


@ Rp. @ Rp.


123,900.00 1,828.00 125,728.00 1,500.00 2,250.00 250.00 181.50 4,181.50 129,909.50 129,900.00

6.19

Memasang 1 kg jaring kawat baja / wire mesh Bahan 1.020 kg Jaring kawat baja dilas 0.050 kg Kawat beton Tenaga 0.025 OH Pekerja 0.025 OH Tukang batu 0.002 OH Kepala tukang 0.001 OH Mandor


@ Rp. @ Rp.


7,161.59 914.00 8,075.59 750.00 1,125.00 100.00 60.50 2,035.50 10,111.09 10,110.00

6.20

Memasang 1 m2 bekisting untuk pondasi Bahan 0.040 m3 Kayu kelas III 0.300 kg Paku 5 cm - 10 cm 0.100 Liter Minyak bekisting Tenaga 0.520 OH Pekerja 0.260 OH Tukang batu 0.026 OH Kepala tukang 0.026 OH Mandor

2,650,000.00 = Rp. 15,990.00 = Rp. = Rp. Jumlah (I) = Rp. @ Rp. 30,000.00 = Rp. @ Rp. 45,000.00 = Rp. @ Rp. 50,000.00 = Rp. @ Rp. 60,500.00 = Rp. Jumlah (II) = Rp. Harga satuan pekerjaan = Rp. Harga setelah dibulatkan = Rp.

@ Rp. @ Rp. @ Rp.

106,000.00 4,797.00 110,797.00 15,600.00 11,700.00 1,300.00 1,573.00 30,173.00 140,970.00 140,970.00

6.21

Memasang 1 m2 bekisting untuk sloof Bahan 0.045 m3 Kayu kelas III 0.300 kg Paku 5 cm - 10 cm 0.100 Liter Minyak bekisting Tenaga 0.520 OH Pekerja 0.260 OH Tukang batu 0.026 OH Kepala tukang 0.026 OH Mandor

2,650,000.00 = Rp. 15,990.00 = Rp. = Rp. Jumlah (I) = Rp. @ Rp. 30,000.00 = Rp. @ Rp. 45,000.00 = Rp. @ Rp. 50,000.00 = Rp. @ Rp. 60,500.00 = Rp. Jumlah (II) = Rp. Harga satuan pekerjaan = Rp. Harga setelah dibulatkan = Rp.

@ Rp. @ Rp. @ Rp.

119,250.00 4,797.00 124,047.00 15,600.00 11,700.00 1,300.00 1,573.00 30,173.00 154,220.00 154,220.00

1 - 18

6.22

Memasang 1 m2 bekisting untuk kolom Bahan 0.040 m3 Kayu kelas III 0.400 kg Paku 5 cm - 10 cm 0.200 Liter Minyak bekisting 0.015 m3 Balok ky. Kelas II 0.350 lbr Plywood tbl 9 mm 2.000 Btg Dolken ky. Galam, (8 - 9) cm, 4 meter Tenaga 0.660 0.330 0.033 0.033

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

2,650,000.00 = Rp. 15,990.00 = Rp. = Rp. 2,650,000.00 = Rp. 144,740.00 = Rp. 37,100.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

106,000.00 6,396.00 39,750.00 50,659.00 74,200.00 277,005.00 19,800.00 14,850.00 1,650.00 1,996.50 38,296.50 315,301.50 315,300.00

OH OH OH OH

Pekerja Tukang batu Kepala tukang Mandor

Jumlah (I) 30,000.00 45,000.00 50,000.00 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan @ Rp. @ Rp. @ Rp. @ Rp.

6.23

Memasang 1 m2 bekisting untuk balok Bahan 0.040 m3 Kayu kelas III 0.400 kg Paku 5 cm - 10 cm 0.200 Liter Minyak bekisting 0.018 m3 Balok ky. Kelas II 0.350 lbr Plywood tbl 9 mm 2.000 Btg Dolken ky. Galam, (8 - 9) cm, 4 meter Tenaga 0.660 0.330 0.033 0.033

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.


106,000.00 6,396.00 47,700.00 50,659.00 74,200.00 284,955.00 19,800.00 14,850.00 1,650.00 1,996.50 38,296.50 323,251.50 323,250.00

OH OH OH OH



6.24

Memasang 1 m2 bekisting untuk lantai Bahan 0.040 m3 Kayu kelas III 0.400 kg Paku 5 cm - 10 cm 0.200 Liter Minyak bekisting 0.015 m3 Balok ky. Kelas II 0.350 lbr Plywood tbl 9 mm 6.000 Btg Dolken ky. Galam, (8 - 9) cm, 4 meter Tenaga 0.660 0.330 0.033 0.033

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.


106,000.00 6,396.00 39,750.00 50,659.00 222,600.00 425,405.00 19,800.00 14,850.00 1,650.00 1,996.50 38,296.50 463,701.50 463,700.00

OH OH OH OH



1 - 19

6.25

Memasang 1 m2 bekisting untuk dinding Bahan 0.030 m3 Kayu kelas III 0.400 kg Paku 5 cm - 10 cm 0.200 Liter Minyak bekisting 0.020 m3 Balok ky. Kelas II 0.350 lbr Plywood tbl 9 mm 3.000 Btg Dolken ky. Galam, (8 - 9) cm, 4 meter Tenaga 0.660 0.330 0.033 0.033

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.


79,500.00 6,396.00 53,000.00 50,659.00 111,300.00 300,855.00 19,800.00 14,850.00 1,650.00 1,996.50 38,296.50 339,151.50 339,150.00

OH OH OH OH



6.25

Memasang 1 m2 bekisting untuk tangga Bahan 0.030 m3 Kayu kelas III 0.400 kg Paku 5 cm - 10 cm 0.150 Liter Minyak bekisting 0.015 m3 Balok ky. Kelas II 0.350 lbr Plywood tbl 9 mm 2.000 Btg Dolken ky. Galam, (8 - 9) cm, 4 meter Tenaga 0.660 0.330 0.033 0.033

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.


79,500.00 6,396.00 39,750.00 50,659.00 74,200.00 250,505.00 19,800.00 14,850.00 1,650.00 1,996.50 38,296.50 288,801.50 288,800.00

OH OH OH OH



6.26

Memasang 1 m2 jembatan untuk pengecoran beton Bahan 0.0264 m3 Kayu kelas III (papan) @ Rp. 0.600 kg Paku 5 cm - 10 cm @ Rp. 0.500 Btg Dolken ky. Galam, (8 - 9) cm, 4 meter @ Rp. Tenaga 0.150 0.050 0.005 0.008

2,650,000.00 = Rp. 15,990.00 = Rp. 37,100.00 = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

69,960.00 9,594.00 18,550.00 98,104.00 4,500.00 2,250.00 250.00 484.00 7,484.00 105,588.00 105,580.00

OH OH OH OH



1 - 20

6.28 6.28.1

6.28.2

6.28 6.28.1

6.28.2

Membuat 1 m3 pondasi beton bertulang (150 kg besi + bekisting) Bahan 0.200 m3 Kayu lokal @ Rp. 2,650,000.00 1.500 kg Paku 5 cm - 12 cm @ Rp. 15,990.00 0.400 ltr. Minyak bekisting @ Rp. 157.500 kg Besi beton polos @ Rp. 11,800.00 2.250 kg Kawat beton @ Rp. 18,280.00 336.000 kg Semen @ Rp. 1,180.00 0.540 m3 Pasir beton @ Rp. 110,500.00 0.810 m3 Koral beton bt. Pecah 2-3 @ Rp. 137,500.00 Tenaga Jumlah (I) 5.300 OH Pekerja @ Rp. 30,000.00 0.275 OH Tukang batu @ Rp. 45,000.00 1.300 OH Tukang kayu @ Rp. 45,000.00 1.050 OH Tukang besi @ Rp. 45,000.00 0.262 OH Kepala tukang @ Rp. 50,000.00 0.265 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Membuat 1 m3 strous beton (150 kg besi + bekisting) Bahan 0.200 m3 Kayu lokal @ Rp. 1.500 kg Paku 5 cm - 12 cm @ Rp. 0.400 ltr. Minyak bekisting @ Rp. 157.500 kg Besi beton polos @ Rp. 11,800.00 2.250 kg Kawat beton @ Rp. 18,280.00 336.000 kg Semen @ Rp. 1,180.00 0.540 m3 Pasir beton @ Rp. 110,500.00 0.810 m3 Koral beton bt. Pecah 2-3 @ Rp. 137,500.00 Tenaga Jumlah (I) 5.300 OH Pekerja @ Rp. 30,000.00 0.275 OH Tukang batu @ Rp. 45,000.00 1.300 OH Tukang kayu @ Rp. 1.050 OH Tukang besi @ Rp. 45,000.00 0.262 OH Kepala tukang @ Rp. 50,000.00 0.265 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

530,000.00 23,985.00 1,858,500.00 41,130.00 396,480.00 59,670.00 111,375.00 3,021,140.00 159,000.00 12,375.00 58,500.00 47,250.00 13,100.00 16,032.50 306,257.50 3,327,397.50 3,327,390.00


1,858,500.00 41,130.00 396,480.00 59,670.00 111,375.00 2,467,155.00 159,000.00 12,375.00 47,250.00 13,100.00 16,032.50 247,757.50 2,714,912.50 2,714,910.00

6.29 6.29.1

6.29.2

6.30

Membuat 1 m3 sloof beton bertulang (200 kg besi + bekisting) Bahan 0.270 m3 Kayu lokal @ Rp. 2,650,000.00 2.000 kg Paku 5 cm - 12 cm @ Rp. 15,990.00 0.600 ltr. Minyak bekisting @ Rp. 210.000 kg Besi beton polos @ Rp. 11,800.00 3.000 kg Kawat beton @ Rp. 18,280.00 336.000 kg Semen @ Rp. 1,180.00 0.540 m3 Pasir beton @ Rp. 110,500.00 0.810 m3 Koral beton bt. Pecah 2-3 @ Rp. 137,500.00 Tenaga Jumlah (I) 5.650 OH Pekerja @ Rp. 30,000.00 0.275 OH Tukang batu @ Rp. 45,000.00 1.560 OH Tukang kayu @ Rp. 45,000.00 1.400 OH Tukang besi @ Rp. 45,000.00 0.323 OH Kepala tukang @ Rp. 50,000.00 0.283 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Membuat 1 m3 kolom beton bertulang (300 kg besi + bekisting)


715,500.00 31,980.00 2,478,000.00 54,840.00 396,480.00 59,670.00 111,375.00 3,847,845.00 169,500.00 12,375.00 70,200.00 63,000.00 16,150.00 17,121.50 348,346.50 4,196,191.50 4,196,190.00

1 - 21

6.30.1

6.30.2

Bahan 0.400 4.000 2.000 315.000 4.500 336.000 0.540 0.810 0.150 3.500 20.000 Tenaga 7.050 0.275 1.650 2.100 0.403 0.353

6.31 6.31.1

6.31.2

6.32 6.32.1

6.32.2

2,650,000.00 15,990.00 11,800.00 18,280.00 1,180.00 110,500.00 Koral beton bt. Pecah 2-3 137,500.00 Kayu balok 2,650,000.00 Plywood 9 mm 144,740.00 Dolken 37,100.00 Jumlah (I) OH Pekerja @ Rp. 30,000.00 OH Tukang batu @ Rp. 45,000.00 OH Tukang kayu @ Rp. 45,000.00 OH Tukang besi @ Rp. 45,000.00 OH Kepala tukang @ Rp. 50,000.00 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Membuat 1 m3 balok beton bertulang (200 kg besi + bekisting) Bahan 0.320 m3 Kayu lokal @ Rp. 2,650,000.00 3.200 kg Paku 5 cm - 12 cm @ Rp. 15,990.00 1.600 ltr. Minyak bekisting @ Rp. 210.000 kg Besi beton polos @ Rp. 11,800.00 3.000 kg Kawat beton @ Rp. 18,280.00 336.000 kg Semen @ Rp. 1,180.00 0.540 m3 Pasir beton @ Rp. 110,500.00 0.810 m3 Koral beton bt. Pecah 2-3 @ Rp. 137,500.00 0.140 m3 Kayu balok @ Rp. 2,650,000.00 2.800 lembar Plywood 9 mm @ Rp. 144,740.00 16.000 btg. Dolken @ Rp. 37,100.00 Tenaga Jumlah (I) 6.350 OH Pekerja @ Rp. 30,000.00 0.275 OH Tukang batu @ Rp. 45,000.00 1.650 OH Tukang kayu @ Rp. 45,000.00 1.400 OH Tukang besi @ Rp. 45,000.00 0.333 OH Kepala tukang @ Rp. 50,000.00 0.318 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Membuat 1 m3 kolom beton bertulang (150 kg besi + bekisting) Bahan 0.320 m3 Kayu lokal @ Rp. 2,650,000.00 3.200 kg Paku 5 cm - 12 cm @ Rp. 15,990.00 1.600 ltr. Minyak bekisting @ Rp. 157.500 kg Besi beton polos @ Rp. 11,800.00 2.250 kg Kawat beton @ Rp. 18,280.00 336.000 kg Semen @ Rp. 1,180.00 0.540 m3 Pasir beton @ Rp. 110,500.00 0.810 m3 Koral beton bt. Pecah 2-3 @ Rp. 137,500.00 0.120 m3 Kayu balok @ Rp. 2,650,000.00 2.800 lembar Plywood 9 mm @ Rp. 144,740.00 32.000 btg. Dolken @ Rp. 37,100.00 Tenaga Jumlah (I) 5.300 OH Pekerja @ Rp. 30,000.00 0.275 OH Tukang batu @ Rp. 45,000.00 1.300 OH Tukang kayu @ Rp. 45,000.00 1.050 OH Tukang besi @ Rp. 45,000.00

m3 kg ltr. kg kg kg m3 m3 m3 lembar btg.

Kayu lokal Paku 5 cm - 12 cm Minyak bekisting Besi beton polos Kawat beton Semen Pasir beton

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

1,060,000.00 63,960.00 3,717,000.00 82,260.00 396,480.00 59,670.00 111,375.00 397,500.00 506,590.00 742,000.00 7,136,835.00 211,500.00 12,375.00 74,250.00 94,500.00 20,150.00 21,356.50 434,131.50 7,570,966.50 7,570,960.00


848,000.00 51,168.00 2,478,000.00 54,840.00 396,480.00 59,670.00 111,375.00 371,000.00 405,272.00 593,600.00 5,369,405.00 190,500.00 12,375.00 74,250.00 63,000.00 16,650.00 19,239.00 376,014.00 5,745,419.00 5,745,410.00


848,000.00 51,168.00 1,858,500.00 41,130.00 396,480.00 59,670.00 111,375.00 318,000.00 405,272.00 1,187,200.00 5,276,795.00 159,000.00 12,375.00 58,500.00 47,250.00

1 - 22

0.265 OH 0.265 OH

Kepala tukang Mandor

50,000.00 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

@ Rp. @ Rp.

= Rp. = Rp. = Rp. = Rp. = Rp.

13,250.00 16,032.50 306,407.50 5,583,202.50 5,583,200.00

1 - 23

6.33 6.33.1

6.33.2

6.34 6.34.1

6.34.2

Membuat 1 m3 dinding beton bertulang (150 kg besi + bekisting) Bahan 0.240 m3 Kayu lokal @ Rp. 2,650,000.00 3.200 kg Paku 5 cm - 12 cm @ Rp. 15,990.00 1.600 ltr. Minyak bekisting @ Rp. 157.500 kg Besi beton polos @ Rp. 11,800.00 2.250 kg Kawat beton @ Rp. 18,280.00 336.000 kg Semen @ Rp. 1,180.00 0.540 m3 Pasir beton @ Rp. 110,500.00 0.810 m3 Koral beton bt. Pecah 2-3 @ Rp. 137,500.00 0.160 m3 Kayu balok @ Rp. 2,650,000.00 2.800 lembar Plywood 9 mm @ Rp. 144,740.00 24.000 btg. Dolken @ Rp. 37,100.00 Tenaga Jumlah (I) 5.300 OH Pekerja @ Rp. 30,000.00 0.275 OH Tukang batu @ Rp. 45,000.00 1.300 OH Tukang kayu @ Rp. 45,000.00 1.050 OH Tukang besi @ Rp. 45,000.00 0.262 OH Kepala tukang @ Rp. 50,000.00 0.265 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Membuat 1 m3 dinding beton bertulang (200 kg besi + bekisting) Bahan 0.250 m3 Kayu lokal @ Rp. 2,650,000.00 3.000 kg Paku 5 cm - 12 cm @ Rp. 15,990.00 1.200 ltr. Minyak bekisting @ Rp. 210.000 kg Besi beton polos @ Rp. 11,800.00 3.000 kg Kawat beton @ Rp. 18,280.00 336.000 kg Semen @ Rp. 1,180.00 0.540 m3 Pasir beton @ Rp. 110,500.00 0.810 m3 Koral beton bt. Pecah 2-3 @ Rp. 137,500.00 0.105 m3 Kayu balok @ Rp. 2,650,000.00 2.500 lembar Plywood 9 mm @ Rp. 144,740.00 14.000 btg. Dolken @ Rp. 37,100.00 Tenaga Jumlah (I) 5.650 OH Pekerja @ Rp. 30,000.00 0.275 OH Tukang batu @ Rp. 45,000.00 1.560 OH Tukang kayu @ Rp. 45,000.00 1.400 OH Tukang besi @ Rp. 45,000.00 0.323 OH Kepala tukang @ Rp. 50,000.00 0.283 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan


636,000.00 51,168.00 1,858,500.00 41,130.00 396,480.00 59,670.00 111,375.00 424,000.00 405,272.00 890,400.00 4,873,995.00 159,000.00 12,375.00 58,500.00 47,250.00 13,100.00 16,032.50 306,257.50 5,180,252.50 5,180,250.00


662,500.00 47,970.00 2,478,000.00 54,840.00 396,480.00 59,670.00 111,375.00 278,250.00 361,850.00 519,400.00 4,970,335.00 169,500.00 12,375.00 70,200.00 63,000.00 16,150.00 17,121.50 348,346.50 5,318,681.50 5,318,680.00

1 - 24

6.35 6.35.1

6.35.2

Membuat 1 m kolom praktis beton bertulang (11 x 11) cm Bahan 0.002 m3 Kayu lokal 0.010 kg Paku 5 cm - 12 cm 3.000 kg Besi beton polos 0.045 kg Kawat beton 4.000 kg Semen 0.006 m3 Pasir beton 0.009 m3 Koral beton bt. Pecah 2-3 Tenaga 0.180 OH Pekerja 0.020 OH Tukang batu 0.020 OH Tukang kayu 0.020 OH Tukang besi 0.006 OH Kepala tukang 0.009 OH Mandor

2,650,000.00 15,990.00 11,800.00 18,280.00 1,180.00 110,500.00 137,500.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 45,000.00 @ Rp. 45,000.00 @ Rp. 45,000.00 @ Rp. 50,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

5,300.00 159.90 35,400.00 822.60 4,720.00 663.00 1,237.50 48,303.00 5,400.00 900.00 900.00 900.00 300.00 544.50 8,944.50 57,247.50 57,240.00

6.36 6.36.1

6.36.2

Membuat 1 m ring balok beton bertulang (10 x 15) cm Bahan 0.003 m3 Kayu lokal 0.020 kg Paku 5 cm - 12 cm 3.600 kg Besi beton polos 0.050 kg Kawat beton 5.500 kg Semen 0.009 m3 Pasir beton 0.015 m3 Koral beton bt. Pecah 2-3 Tenaga 0.297 OH Pekerja 0.033 OH Tukang batu 0.033 OH Tukang kayu 0.033 OH Tukang besi 0.010 OH Kepala tukang 0.015 OH Mandor

2,650,000.00 15,990.00 11,800.00 18,280.00 1,180.00 110,500.00 137,500.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 45,000.00 @ Rp. 45,000.00 @ Rp. 45,000.00 @ Rp. 50,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

7,950.00 319.80 42,480.00 914.00 6,490.00 994.50 2,062.50 61,210.80 8,910.00 1,485.00 1,485.00 1,485.00 500.00 907.50 14,772.50 75,983.30 75,980.00

(SNI 03 -2002) 6.1 1 m3 Membuat beton tumbuk 1 Pc : 3 Ps : 5 Kr 6.1.1 Bahan 218.000 kg Semen 0.520 m3 Pasir beton 0.870 m3 Koral beton 6.1.2 Tenaga 1.650 OH Pekerja 0.250 OH Tukang batu 0.025 OH Kepala tukang 0.080 OH Mandor

1,180.00 110,500.00 83,000.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 45,000.00 @ Rp. 50,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

@ Rp. @ Rp. @ Rp.


257,240.00 57,460.00 72,210.00 386,910.00 49,500.00 11,250.00 1,250.00 4,840.00 66,840.00 453,750.00 453,750.00

1 - 25

V. ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING (SNI 6897 : 2008 ) 6.1 Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22) cm tebal 1 bata, campuran spesi 1 PC : 2 PP 6.1.1 Bahan 140.000 buah Bata merah @ Rp. 440.00 = Rp. 61,600.00 43.500 kg Semen @ Rp. 1,180.00 = Rp. 51,330.00 0.080 m3 Pasir pasang @ Rp. 116,200.00 = Rp. 9,296.00 6.1.2 Tenaga Jumlah (I) = Rp. 122,226.00 0.600 OH Pekerja @ Rp. 30,000.00 = Rp. 18,000.00 0.200 OH Tukang batu @ Rp. 45,000.00 = Rp. 9,000.00 0.020 OH Kepala tukang @ Rp. 50,000.00 = Rp. 1,000.00 0.030 OH Mandor @ Rp. 60,500.00 = Rp. 1,815.00 Jumlah (II) = Rp. 29,815.00 Harga satuan pekerjaan = Rp. 152,041.00 Harga setelah dibulatkan = Rp. 152,040.00 6.2 Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22) cm tebal 1 bata, campuran spesi 1 PC : 3 PP 6.2.1 Bahan 140.000 buah Bata merah @ Rp. 440.00 = Rp. 61,600.00 32.950 kg Semen @ Rp. 1,180.00 = Rp. 38,881.00 0.091 m3 Pasir pasang @ Rp. 116,200.00 = Rp. 10,574.20 6.2.2 Tenaga Jumlah (I) = Rp. 111,055.20 0.600 OH Pekerja @ Rp. 30,000.00 = Rp. 18,000.00 0.200 OH Tukang batu @ Rp. 45,000.00 = Rp. 9,000.00 0.020 OH Kepala tukang @ Rp. 50,000.00 = Rp. 1,000.00 0.030 OH Mandor @ Rp. 60,500.00 = Rp. 1,815.00 Jumlah (II) = Rp. 29,815.00 Harga satuan pekerjaan = Rp. 140,870.20 Harga setelah dibulatkan = Rp. 140,870.00 6.3 Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22) cm tebal 1 bata, campuran spesi 1 PC : 4 PP 6.3.1 Bahan 140.000 buah Bata merah @ Rp. 440.00 = Rp. 61,600.00 26.550 kg Semen @ Rp. 1,180.00 = Rp. 31,329.00 0.093 m3 Pasir pasang @ Rp. 116,200.00 = Rp. 10,806.60 6.3.2 Tenaga Jumlah (I) = Rp. 103,735.60 0.600 OH Pekerja @ Rp. 30,000.00 = Rp. 18,000.00 0.200 OH Tukang batu @ Rp. 45,000.00 = Rp. 9,000.00 0.020 OH Kepala tukang @ Rp. 50,000.00 = Rp. 1,000.00 0.030 OH Mandor @ Rp. 60,500.00 = Rp. 1,815.00 Jumlah (II) = Rp. 29,815.00 Harga satuan pekerjaan = Rp. 133,550.60 Harga setelah dibulatkan = Rp. 133,550.00 6.4 Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22) cm tebal 1 bata, campuran spesi 1 PC : 5 PP 6.4.1 Bahan 140.000 buah Bata merah @ Rp. 440.00 = Rp. 61,600.00 22.200 kg Semen @ Rp. 1,180.00 = Rp. 26,196.00 0.102 m3 Pasir pasang @ Rp. 116,200.00 = Rp. 11,852.40 6.4.2 Tenaga Jumlah (I) = Rp. 99,648.40 0.600 OH Pekerja @ Rp. 30,000.00 = Rp. 18,000.00 0.200 OH Tukang batu @ Rp. 45,000.00 = Rp. 9,000.00 0.020 OH Kepala tukang @ Rp. 50,000.00 = Rp. 1,000.00 0.030 OH Mandor @ Rp. 60,500.00 = Rp. 1,815.00 Jumlah (II) = Rp. 29,815.00 Harga satuan pekerjaan = Rp. 129,463.40 Harga setelah dibulatkan = Rp. 129,460.00

1 - 26

6.5 6.5.1

6.5.2

Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22) cm tebal 1 bata, campuran spesi 1 PC : 6 PP Bahan 140.000 buah Bata merah @ Rp. 440.00 = Rp. 61,600.00 18.500 kg Semen @ Rp. 1,180.00 = Rp. 21,830.00 0.122 m3 Pasir pasang @ Rp. 116,200.00 = Rp. 14,176.40 Tenaga Jumlah (I) = Rp. 97,606.40 0.600 OH Pekerja @ Rp. 30,000.00 = Rp. 18,000.00 0.200 OH Tukang batu @ Rp. 45,000.00 = Rp. 9,000.00 0.020 OH Kepala tukang @ Rp. 50,000.00 = Rp. 1,000.00 0.030 OH Mandor @ Rp. 60,500.00 = Rp. 1,815.00 Jumlah (II) = Rp. 29,815.00 Harga satuan pekerjaan = Rp. 127,421.40 Harga setelah dibulatkan = Rp. 127,420.00Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22) cm tebal 1 bata, campuran spesi 1 PC : 3 KP : 10 PP

6.6 6.6.1

6.6.2

Bahan 140.000 10.080 0.0925 0.0275 Tenaga 0.600 0.200 0.020 0.030

6.7 6.7.1

6.7.2

6.8 6.8.1

6.8.2

440.00 = Rp. 61,600.00 1,180.00 = Rp. 11,894.40 116,200.00 = Rp. 10,748.50 351,300.00 = Rp. 9,660.75 Jumlah (I) = Rp. 93,903.65 OH Pekerja @ Rp. 30,000.00 = Rp. 18,000.00 OH Tukang batu @ Rp. 45,000.00 = Rp. 9,000.00 OH Kepala tukang @ Rp. 50,000.00 = Rp. 1,000.00 OH Mandor @ Rp. 60,500.00 = Rp. 1,815.00 Jumlah (II) = Rp. 29,815.00 Harga satuan pekerjaan = Rp. 123,718.65 Harga setelah dibulatkan = Rp. 123,710.00 Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22) cm tebal bata, campuran spesi 1 PC : 2 PP Bahan 70.000 buah Bata merah @ Rp. 440.00 = Rp. 30,800.00 18.950 kg Semen @ Rp. 1,180.00 = Rp. 22,361.00 0.038 m3 Pasir pasang @ Rp. 116,200.00 = Rp. 4,415.60 Tenaga Jumlah (I) = Rp. 57,576.60 0.300 OH Pekerja @ Rp. 30,000.00 = Rp. 9,000.00 0.100 OH Tukang batu @ Rp. 45,000.00 = Rp. 4,500.00 0.010 OH Kepala tukang @ Rp. 50,000.00 = Rp. 500.00 0.015 OH Mandor @ Rp. 60,500.00 = Rp. 907.50 Jumlah (II) = Rp. 14,907.50 Harga satuan pekerjaan = Rp. 72,484.10 Harga setelah dibulatkan = Rp. 72,480.00 Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22) cm tebal bata, campuran spesi 1 PC : 3 PP Bahan 70.000 buah Bata merah @ Rp. 440.00 = Rp. 30,800.00 14.370 kg Semen @ Rp. 1,180.00 = Rp. 16,956.60 0.040 m3 Pasir pasang @ Rp. 116,200.00 = Rp. 4,648.00 Tenaga Jumlah (I) = Rp. 52,404.60 0.300 OH Pekerja @ Rp. 30,000.00 = Rp. 9,000.00 0.100 OH Tukang batu @ Rp. 45,000.00 = Rp. 4,500.00 0.010 OH Kepala tukang @ Rp. 50,000.00 = Rp. 500.00 0.015 OH Mandor @ Rp. 60,500.00 = Rp. 907.50 Jumlah (II) = Rp. 14,907.50 Harga satuan pekerjaan = Rp. 67,312.10 Harga setelah dibulatkan = Rp. 67,310.00

buah kg m3 m3

Bata merah Semen Pasir pasang Kapur pasang

@ Rp. @ Rp. @ Rp. @ Rp.

1 - 27

6.9 6.9.1

6.9.2

6.10 6.10.1

6.10.2

6.11 6.11.1

6.11.2

6.12 6.12.1

6.12.2

Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22) cm tebal bata, campuran spesi 1 PC : 4 PP Bahan 70.000 buah Bata merah @ Rp. 440.00 = Rp. 30,800.00 11.500 kg Semen @ Rp. 1,180.00 = Rp. 13,570.00 0.043 m3 Pasir pasang @ Rp. 116,200.00 = Rp. 4,996.60 Tenaga Jumlah (I) = Rp. 49,366.60 0.300 OH Pekerja @ Rp. 30,000.00 = Rp. 9,000.00 0.100 OH Tukang batu @ Rp. 45,000.00 = Rp. 4,500.00 0.010 OH Kepala tukang @ Rp. 50,000.00 = Rp. 500.00 0.015 OH Mandor @ Rp. 60,500.00 = Rp. 907.50 Jumlah (II) = Rp. 14,907.50 Harga satuan pekerjaan = Rp. 64,274.10 Harga setelah dibulatkan = Rp. 64,270.00 Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22) cm tebal bata, campuran spesi 1 PC : 5 PP Bahan 70.000 buah Bata merah @ Rp. 440.00 = Rp. 30,800.00 9.680 kg Semen @ Rp. 1,180.00 = Rp. 11,422.40 0.045 m3 Pasir pasang @ Rp. 116,200.00 = Rp. 5,229.00 Tenaga Jumlah (I) = Rp. 47,451.40 0.300 OH Pekerja @ Rp. 30,000.00 = Rp. 9,000.00 0.100 OH Tukang batu @ Rp. 45,000.00 = Rp. 4,500.00 0.010 OH Kepala tukang @ Rp. 50,000.00 = Rp. 500.00 0.015 OH Mandor @ Rp. 60,500.00 = Rp. 907.50 Jumlah (II) = Rp. 14,907.50 Harga satuan pekerjaan = Rp. 62,358.90 Harga setelah dibulatkan = Rp. 62,350.00 Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22) cm tebal bata, campuran spesi 1 PC : 6 PP Bahan 70.000 buah Bata merah @ Rp. 440.00 = Rp. 30,800.00 8.320 kg Semen @ Rp. 1,180.00 = Rp. 9,817.60 0.049 m3 Pasir pasang @ Rp. 116,200.00 = Rp. 5,693.80 Tenaga Jumlah (I) = Rp. 46,311.40 0.300 OH Pekerja @ Rp. 30,000.00 = Rp. 9,000.00 0.100 OH Tukang batu @ Rp. 45,000.00 = Rp. 4,500.00 0.010 OH Kepala tukang @ Rp. 50,000.00 = Rp. 500.00 0.015 OH Mandor @ Rp. 60,500.00 = Rp. 907.50 Jumlah (II) = Rp. 14,907.50 Harga satuan pekerjaan = Rp. 61,218.90 Harga setelah dibulatkan = Rp. 61,210.00 Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22) cm tebal bata, campuran spesi 1 PC : 8 PP Bahan 70.000 buah Bata merah @ Rp. 440.00 = Rp. 30,800.00 6.500 kg Semen @ Rp. 1,180.00 = Rp. 7,670.00 0.050 m3 Pasir pasang @ Rp. 116,200.00 = Rp. 5,810.00 Tenaga Jumlah (I) = Rp. 44,280.00 0.300 OH Pekerja @ Rp. 30,000.00 = Rp. 9,000.00 0.100 OH Tukang batu @ Rp. 45,000.00 = Rp. 4,500.00 0.010 OH Kepala tukang @ Rp. 50,000.00 = Rp. 500.00 0.015 OH Mandor @ Rp. 60,500.00 = Rp. 907.50 Jumlah (II) = Rp. 14,907.50 Harga satuan pekerjaan = Rp. 59,187.50 Harga setelah dibulatkan = Rp. 59,180.00

1 - 28

6.13 6.13.1

Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22) cm tebal bata, campuran spesi 1 PC : 3 KP : 10 PP

6.13.2

Bahan 70.000 4.500 0.050 0.015 Tenaga 0.300 0.100 0.010 0.015

buah kg m3 m3 OH OH OH OH

Bata merah Semen Pasir pasang Kapur pasang Pekerja Tukang batu Kepala tukang Mandor

440.00 1,180.00 116,200.00 351,300.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 45,000.00 @ Rp. 50,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

@ Rp. @ Rp. @ Rp. @ Rp.


30,800.00 5,310.00 5,810.00 5,269.50 47,189.50 9,000.00 4,500.00 500.00 907.50 14,907.50 62,097.00 62,090.00

6.14 6.14.1

Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22) cm tebal bata, campuran spesi 1 KP : 1 SM : 1 PP

6.14.2

Bahan 70.000 0.018 0.018 0.018 Tenaga 0.300 0.100 0.010 0.015

buah kg m3 m3 OH OH OH OH

Bata merah Semen merah Pasir pasang Kapur pasang Pekerja Tukang batu Kepala tukang Mandor

440.00 750.00 116,200.00 351,300.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 45,000.00 @ Rp. 50,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

@ Rp. @ Rp. @ Rp. @ Rp.


30,800.00 13.50 2,091.60 6,323.40 39,228.50 9,000.00 4,500.00 500.00 907.50 14,907.50 54,136.00 54,130.00

6.15 6.15.1

Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22) cm tebal bata, campuran spesi 1 KP : 1 SM : 2 PP

6.15.2

Bahan 70.000 0.014 0.028 0.014 Tenaga 0.300 0.100 0.010 0.015

6.22 6.22.1

6.22.2

440.00 = Rp. 30,800.00 750.00 = Rp. 10.50 116,200.00 = Rp. 3,253.60 351,300.00 = Rp. 4,918.20 Jumlah (I) = Rp. 38,982.30 OH Pekerja @ Rp. 30,000.00 = Rp. 9,000.00 OH Tukang batu @ Rp. 45,000.00 = Rp. 4,500.00 OH Kepala tukang @ Rp. 50,000.00 = Rp. 500.00 OH Mandor @ Rp. 60,500.00 = Rp. 907.50 Jumlah (II) = Rp. 14,907.50 Harga satuan pekerjaan = Rp. 53,889.80 Harga setelah dibulatkan = Rp. 53,880.00 Memasang 1 m2 dinding terawang (roster) ukuran (12 x 11 x 24) cm, campuran spesi 1 PC : 3 P Bahan 30.000 buah Terawang (roster) @ Rp. 4,200.00 = Rp. 126,000.00 14.000 kg Semen @ Rp. 1,180.00 = Rp. 16,520.00 0.032 m3 Pasir pasang @ Rp. 116,200.00 = Rp. 3,718.40 Tenaga Jumlah (I) = Rp. 146,238.40 0.300 OH Pekerja @ Rp. 30,000.00 = Rp. 9,000.00 0.100 OH Tukang batu @ Rp. 45,000.00 = Rp. 4,500.00 0.010 OH Kepala tukang @ Rp. 50,000.00 = Rp. 500.00 0.015 OH Mandor @ Rp. 60,500.00 = Rp. 907.50 Jumlah (II) = Rp. 14,907.50 Harga satuan pekerjaan = Rp. 161,145.90 Harga setelah dibulatkan = Rp. 161,140.00

buah kg m3 m3

Bata merah Semen merah Pasir pasang Kapur pasang

@ Rp. @ Rp. @ Rp. @ Rp.

1 - 29

6.23 6.23.1

6.23.2

6.24 6,24,1

6,24,2

Memasang 1 m2 dinding terawang (roster) ukuran (12 x 11 x 24) cm, campuran spesi 1 PC : 4 P Bahan 30.000 buah Terawang (roster) @ Rp. 4,200.00 = Rp. 126,000.00 11.000 kg Semen @ Rp. 1,180.00 = Rp. 12,980.00 0.035 m3 Pasir pasang @ Rp. 116,200.00 = Rp. 4,067.00 Tenaga Jumlah (I) = Rp. 143,047.00 0.300 OH Pekerja @ Rp. 30,000.00 = Rp. 9,000.00 0.100 OH Tukang batu @ Rp. 45,000.00 = Rp. 4,500.00 0.010 OH Kepala tukang @ Rp. 50,000.00 = Rp. 500.00 0.015 OH Mandor @ Rp. 60,500.00 = Rp. 907.50 Jumlah (II) = Rp. 14,907.50 Harga satuan pekerjaan = Rp. 157,954.50 Harga setelah dibulatkan = Rp. 157,950.00 Memasang 1 m2 dinding bata berongga ekspos ukuran (5 x 11 x 24) cm, campuran spesi 1 PC : 3 P Bahan 70.000 buah Bata berongga ekspos @ Rp. 440.00 = Rp. 30,800.00 14.000 kg Semen @ Rp. 1,180.00 = Rp. 16,520.00 0.032 m3 Pasir pasang @ Rp. 116,200.00 = Rp. 3,718.40 Tenaga Jumlah (I) = Rp. 51,038.40 0.300 OH Pekerja @ Rp. 30,000.00 = Rp. 9,000.00 0.150 OH Tukang batu @ Rp. 45,000.00 = Rp. 6,750.00 0.015 OH Kepala tukang @ Rp. 50,000.00 = Rp. 750.00 0.015 OH Mandor @ Rp. 60,500.00 = Rp. 907.50 Jumlah (II) = Rp. 17,407.50 Harga satuan pekerjaan = Rp. 68,445.90 Harga setelah dibulatkan = Rp. 68,440.00

VI. ANALISA BIAYA KONSTRUKSI PEKERJAAN PLESTERAN (SNI 2837 : 2008 ) 6.1 Memasang 1 m2 plesteran 1 PC : 1 PP, tebal 15 mm 6,1,1 Bahan 15.504 kg Semen @ Rp. 1,180.00 0.016 m3 Pasir pasang @ Rp. 116,200.00 6,1,2 Tenaga Jumlah (I) 0.300 OH Pekerja @ Rp. 30,000.00 0.150 OH Tukang batu @ Rp. 45,000.00 0.015 OH Kepala tukang @ Rp. 50,000.00 0.015 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan 6.2 Memasang 1 m2 plesteran 1 PC : 2 PP, tebal 15 mm 6.2.1 Bahan 10.224 kg Semen @ Rp. 1,180.00 0.020 m3 Pasir pasang @ Rp. 116,200.00 6.2.2 Tenaga Jumlah (I) 0.300 OH Pekerja @ Rp. 30,000.00 0.150 OH Tukang batu @ Rp. 45,000.00 0.015 OH Kepala tukang @ Rp. 50,000.00 0.015 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan


18,294.72 1,859.20 20,153.92 9,000.00 6,750.00 750.00 907.50 17,407.50 37,561.42 37,560.00


12,064.32 2,324.00 14,388.32 9,000.00 6,750.00 750.00 907.50 17,407.50 31,795.82 31,790.00

1 - 30

6.3 6.3.1

6.3.2

Memasang 1 m2 plesteran 1 PC : 3 PP, tebal 15 mm Bahan 7.776 kg Semen 0.023 m3 Pasir pasang Tenaga 0.300 OH Pekerja 0.150 OH Tukang batu 0.015 OH Kepala tukang 0.015 OH Mandor


@ Rp. @ Rp.


9,175.68 2,672.60 11,848.28 9,000.00 6,750.00 750.00 907.50 17,407.50 29,255.78 29,250.00

6.4 6.4.1

6.4.2



@ Rp. @ Rp.


7,363.20 2,788.80 10,152.00 9,000.00 6,750.00 750.00 907.50 17,407.50 27,559.50 27,550.00

6.5 6.5.1

6.5.2



@ Rp. @ Rp.


6,117.12 3,021.20 9,138.32 9,000.00 6,750.00 750.00 907.50 17,407.50 26,545.82 26,540.00

6.6 6,6,1

6,6,2



@ Rp. @ Rp.


5,210.88 3,137.40 8,348.28 9,000.00 6,750.00 750.00 907.50 17,407.50 25,755.78 25,750.00

6.7 3,7,1

6,7,2



@ Rp. @ Rp.


4,644.48 3,253.60 7,898.08 9,000.00 6,750.00 750.00 907.50 17,407.50 25,305.58 25,300.00

1 - 31

6.8 6,8,1

6,8,2


6.9 6,9,1

6,9,2

6.10 6.10.1

6.10.2

6.11 6,11,1

6,11,2

6.12 6,12,1

6,12,2

1,180.00 116,200.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 45,000.00 @ Rp. 50,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Memasang 1 m2 plesteran 1 PC : 1/2 KP : 3 PP, tebal 15 mm Bahan 5.760 kg Semen @ Rp. 1,180.00 0.003 m3 Kapur pasang @ Rp. 351,300.00 0.013 m3 Pasir pasang @ Rp. 116,200.00 Tenaga Jumlah (I) 0.360 OH Pekerja @ Rp. 30,000.00 0.120 OH Tukang batu @ Rp. 45,000.00 0.012 OH Kepala tukang @ Rp. 50,000.00 0.018 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Memasang 1 m2 plesteran 1 PC : 2 KP : 8 PP, tebal 15 mm Bahan 3.000 kg Semen @ Rp. 1,180.00 0.005 m3 Kapur pasang @ Rp. 351,300.00 0.020 m3 Pasir pasang @ Rp. 116,200.00 Tenaga Jumlah (I) 0.360 OH Pekerja @ Rp. 30,000.00 0.120 OH Tukang batu @ Rp. 45,000.00 0.012 OH Kepala tukang @ Rp. 50,000.00 0.018 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Memasang 1 m2 plesteran 1 SM : 1 KP : 1 PP, tebal 15 mm Bahan 0.009 m3 Semen merah @ Rp. 750.00 0.009 m3 Kapur pasang @ Rp. 351,300.00 0.009 m3 Pasir pasang @ Rp. 116,200.00 Tenaga Jumlah (I) 0.360 OH Pekerja @ Rp. 30,000.00 0.120 OH Tukang batu @ Rp. 45,000.00 0.012 OH Kepala tukang @ Rp. 50,000.00 0.018 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Memasang 1 m2 plesteran 1 SM : 1 KP : 2 PP, tebal 15 mm Bahan 0.007 m3 Semen merah @ Rp. 750.00 0.007 m3 Kapur pasang @ Rp. 351,300.00 0.015 m3 Pasir pasang @ Rp. 116,200.00 Tenaga Jumlah (I) 0.360 OH Pekerja @ Rp. 30,000.00 0.120 OH Tukang batu @ Rp. 45,000.00 0.012 OH Kepala tukang @ Rp. 50,000.00 0.018 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan

@ Rp. @ Rp.


4,078.08 3,369.80 7,447.88 9,000.00 6,750.00 750.00 907.50 17,407.50 24,855.38 24,850.00


6,796.80 1,053.90 1,510.60 7,850.70 10,800.00 5,400.00 600.00 1,089.00 17,889.00 25,739.70 25,730.00


3,540.00 1,756.50 2,324.00 7,620.50 10,800.00 5,400.00 600.00 1,089.00 17,889.00 25,509.50 25,500.00


6.75 3,161.70 1,045.80 4,214.25 10,800.00 5,400.00 600.00 1,089.00 17,889.00 22,103.25 22,100.00


5.25 2,459.10 1,743.00 4,207.35 10,800.00 5,400.00 600.00 1,089.00 17,889.00 22,096.35

1 - 32

Harga setelah dibulatkan = Rp. 6.13 6,13,1 Memasang 1 m2 plesteran 1 PC : 2 PP, tebal 20 mm Bahan 13.632 kg Semen 0.027 m3 Pasir pasang Tenaga 0.400 OH Pekerja 0.200 OH Tukang batu 0.020 OH Kepala tukang 0.022 OH Mandor

22,090.00

6,13,2


@ Rp. @ Rp.


16,085.76 3,137.40 19,223.16 12,000.00 9,000.00 1,000.00 1,331.00 23,331.00 42,554.16 42,550.00

6.14 6,14,1

6,14,2



@ Rp. @ Rp.


12,234.24 3,602.20 15,836.44 7,800.00 9,000.00 1,000.00 786.50 18,586.50 34,422.94 34,420.00

6.15 6,15,1

6,15,2



@ Rp. @ Rp.


9,817.60 3,718.40 13,536.00 12,000.00 9,000.00 1,000.00 1,331.00 23,331.00 36,867.00 36,860.00

6.16 6,16,1

6,16,2



@ Rp. @ Rp.


8,156.16 4,067.00 12,223.16 12,000.00 9,000.00 1,000.00 1,331.00 23,331.00 35,554.16 35,550.00

6.17 6,17,1

6,17,2


6.18 6,18,1

1,180.00 116,200.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 45,000.00 @ Rp. 50,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Memasang 1 m2 plesteran 1 SM : 1 KP : 2 PP, tebal 20 mm Bahan

@ Rp. @ Rp.


6,947.84 4,183.20 11,131.04 12,000.00 9,000.00 1,000.00 1,331.00 23,331.00 34,462.04 34,460.00

1 - 33

6,18,2

0.009 0.009 0.018 Tenaga 0.400 0.220 0.022 0.022

m3 m3 m3 OH OH OH OH

Semen merah Kapur pasang Pasir pasang Pekerja Tukang batu Kepala tukang Mandor

750.00 351,300.00 116,200.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 45,000.00 @ Rp. 50,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

@ Rp. @ Rp. @ Rp.


6.75 3,161.70 2,091.60 3,168.45 12,000.00 9,900.00 1,100.00 1,331.00 24,331.00 27,499.45 27,490.00

6.19 6.19.1

6.19.2

Memasang 1 m2 Berapen 1 PC : 5 PP, tebal 15 mm Bahan 5.184 kg Semen 0.026 m3 Pasir pasang Tenaga 0.150 OH Pekerja 0.075 OH Tukang batu 0.008 OH Kepala tukang 0.008 OH Mandor


@ Rp. @ Rp.


6,117.12 3,021.20 9,138.32 4,500.00 3,375.00 400.00 484.00 8,759.00 17,897.32 17,890.00

1 - 34

6.20 6.20.1

6.20.2

6.23 6.23.1

6.23.2

6.24 6.24.1 6.24.2

6.25 6.25.1 6.25.2

6.26 6.26.1

6.26.2

Memasang 1 m Plesteran Skoning 1 PC : 2 PP, lebar 10 mm Bahan 0.500 kg Semen @ Rp. 1,180.00 0.013 m3 Pasir pasang @ Rp. 116,200.00 Tenaga Jumlah (I) 0.080 OH Pekerja @ Rp. 30,000.00 0.400 OH Tukang batu @ Rp. 45,000.00 0.040 OH Kepala tukang @ Rp. 50,000.00 0.004 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Memasang 1 m2 Plesteran Ciprat 1 PC : 2 PP Bahan 4.320 kg Semen @ Rp. 1,180.00 0.006 m3 Pasir pasang @ Rp. 116,200.00 Tenaga Jumlah (I) 0.300 OH Pekerja @ Rp. 30,000.00 0.100 OH Tukang batu @ Rp. 45,000.00 0.010 OH Kepala tukang @ Rp. 50,000.00 0.015 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Memasang 1 m2 finishing siar pasangan dinding bata merah (=20 m) Bahan 3.180 kg Semen @ Rp. 1,180.00 Tenaga Jumlah (I) 0.150 OH Pekerja @ Rp. 30,000.00 0.075 OH Tukang batu @ Rp. 45,000.00 0.008 OH Kepala tukang @ Rp. 50,000.00 0.008 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Memasang 1 m2 finishing siar pasangan dinding conblock ekspose (=8 m) Bahan 1.600 kg Semen @ Rp. 1,180.00 Tenaga Jumlah (I) 0.070 OH Pekerja @ Rp. 30,000.00 0.035 OH Tukang batu @ Rp. 45,000.00 0.004 OH Kepala tukang @ Rp. 50,000.00 0.004 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan Memasang 1 m2 finishing siar pasangan batu kali adukan 1 PC : 2 PP Bahan 6.340 kg Semen @ Rp. 1,180.00 0.012 m3 Pasir pasang @ Rp. 116,200.00 Tenaga Jumlah (I) 0.300 OH Pekerja @ Rp. 30,000.00 0.150 OH Tukang batu @ Rp. 45,000.00 0.015 OH Kepala tukang @ Rp. 50,000.00 0.015 OH Mandor @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan


590.00 1,510.60 2,100.60 2,400.00 18,000.00 2,000.00 242.00 22,642.00 24,742.60 24,740.00


5,097.60 697.20 5,794.80 9,000.00 4,500.00 500.00 907.50 14,907.50 20,702.30 20,700.00


3,752.40 3,752.40 4,500.00 3,375.00 400.00 484.00 8,759.00 12,511.40 12,510.00


1,888.00 1,888.00 2,100.00 1,575.00 200.00 242.00 4,117.00 6,005.00 6,000.00


7,481.20 1,394.40 8,875.60 9,000.00 6,750.00 750.00 907.50 17,407.50 26,283.10 26,280.00

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6.27 6.27.1 6.27.2

Memasang 1 m2 acian Bahan 3.250 kg Semen Tenaga 0.200 OH Pekerja 0.100 OH Tukang batu 0.010 OH Kepala tukang 0.010 OH Mandor

1,180.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 45,000.00 @ Rp. 50,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

@ Rp.


3,835.00 3,835.00 6,000.00 4,500.00 500.00 605.00 11,605.00 15,440.00 15,440.00

VII. ANALISA BIAYA KONSTRUKSI PEKERJAAN KAYU (SNI 3434 : 2008 ) 6.1 Membuat dan memasang 1 m3 kusen pintu dan kusen jendela, kayu kelas I ( ky. Jati ) 6.1.1 Bahan 1.100 m3 Balok kayu (jati) @ Rp. 16,295,000.00 = Rp. 1.250 kg Paku 10 cm @ Rp. 15,990.00 = Rp. 1.000 kg Lem kayu @ Rp. 24,600.00 = Rp. 6.1.2 Tenaga Jumlah (I) = Rp. 7.000 OH Pekerja @ Rp. 30,000.00 = Rp. 21.000 OH Tukang kayu @ Rp. 45,000.00 = Rp. 2.100 OH Kepala tukang @ Rp. 50,000.00 = Rp. 0.350 OH Mandor @ Rp. 60,500.00 = Rp. Jumlah (II) = Rp. Harga satuan pekerjaan = Rp. Harga setelah dibulatkan = Rp. 6.2 Membuat dan memasang 1 m3 kusen pintu dan kusen jendela, kayu kelas II ( ky. Kamper ) 6.2.1 Bahan 1.200 m3 Balok kayu (kamper) @ Rp. 6,750,000.00 = Rp. 1.250 kg Paku 10 cm @ Rp. 15,990.00 = Rp. 1.000 kg Lem kayu @ Rp. 24,600.00 = Rp. 6.2.2 Tenaga Jumlah (I) = Rp. 6.000 OH Pekerja @ Rp. 30,000.00 = Rp. 18.000 OH Tukang kayu @ Rp. 45,000.00 = Rp. 1.800 OH Kepala tukang @ Rp. 50,000.00 = Rp. 0.300 OH Mandor @ Rp. 60,500.00 = Rp. Jumlah (II) = Rp. Harga satuan pekerjaan = Rp. Harga setelah dibulatkan = Rp. 6.3 Membuat dan memasang 1 m2 pintu klamp standar, kayu kelas II ( ky. Kamper ) 6.3.1 Bahan 0.040 m3 Papan kayu @ Rp. 8,500,000.00 = Rp. 0.050 kg Paku 5 cm 7 cm @ Rp. 15,990.00 = Rp. 6.3.2 Tenaga Jumlah (I) = Rp. 0.350 OH Pekerja @ Rp. 30,000.00 = Rp. 1.050 OH Tukang kayu @ Rp. 45,000.00 = Rp. 0.105 OH Kepala tukang @ Rp. 50,000.00 = Rp. 0.018 OH Mandor @ Rp. 60,500.00 = Rp. Jumlah (II) = Rp. Harga satuan pekerjaan = Rp. Harga setelah dibulatkan = Rp.

17,924,500.00 19,987.50 24,600.00 17,969,087.50 210,000.00 945,000.00 105,000.00 21,175.00 1,281,175.00 19,250,262.50 19,250,260.00

8,100,000.00 19,987.50 24,600.00 8,144,587.50 180,000.00 810,000.00 90,000.00 18,150.00 1,098,150.00 9,242,737.50 9,242,730.00

340,000.00 799.50 340,799.50 10,500.00 47,250.00 5,250.00 1,089.00 64,089.00 404,888.50 404,880.00

1 - 36

6.5a 6.5a.1

6.5a.2

6.5b 6.5b.1

6.5b.2

6.6a 6.6.1

6.6.2

6.6b 6.6.1

6.6.2

6.7a 6.7.1

6.7.2

Membuat dan memasang 1 m2 daun pintu panel, kayu kelas I ( ky. Jati ) Bahan 0.040 m3 Papan kayu @ Rp. 15,586,000.00 = Rp. 0.500 kg Paku 5 cm 7 cm @ Rp. 15,990.00 = Rp. Tenaga Jumlah (I) = Rp. 1.000 OH Pekerja @ Rp. 30,000.00 = Rp. 3.000 OH Tukang kayu @ Rp. 45,000.00 = Rp. 0.300 OH Kepala tukang @ Rp. 50,000.00 = Rp. 0.050 OH Mandor @ Rp. 60,500.00 = Rp. Jumlah (II) = Rp. Harga satuan pekerjaan = Rp. Harga setelah dibulatkan = Rp. Membuat dan memasang 1 m2 daun pintu panel, kayu kelas II (ky kamper) Bahan 0.040 m3 Papan kayu @ Rp. 8,500,000.00 = Rp. 0.500 kg Paku 5 cm 7 cm @ Rp. 15,990.00 = Rp. Tenaga Jumlah (I) = Rp. 1.000 OH Pekerja @ Rp. 30,000.00 = Rp. 3.000 OH Tukang kayu @ Rp. 45,000.00 = Rp. 0.300 OH Kepala tukang @ Rp. 50,000.00 = Rp. 0.050 OH Mandor @ Rp. 60,500.00 = Rp. Jumlah (II) = Rp. Harga satuan pekerjaan = Rp. Harga setelah dibulatkan = Rp. Membuat dan memasang 1 m2 pintu dan jendela kaca, kayu kelas I (kayu jati) Bahan 0.024 m3 Papan kayu @ Rp. 15,586,000.00 = Rp. 0.300 kg Lem kayu @ Rp. 24,600.00 = Rp. Tenaga Jumlah (I) = Rp. 0.800 OH Pekerja @ Rp. 30,000.00 = Rp. 2.400 OH Tukang kayu @ Rp. 45,000.00 = Rp. 0.240 OH Kepala tukang @ Rp. 50,000.00 = Rp. 0.040 OH Mandor @ Rp. 60,500.00 = Rp. Jumlah (II) = Rp. Harga satuan pekerjaan = Rp. Harga setelah dibulatkan = Rp. Membuat dan memasang 1 m2 pintu dan jendela kaca, kayu kelas II (kayu kamper) Bahan 0.024 m3 Papan kayu @ Rp. 8,500,000.00 = Rp. 0.300 kg Lem kayu @ Rp. 15,990.00 = Rp. Tenaga Jumlah (I) = Rp. 0.800 OH Pekerja @ Rp. 30,000.00 = Rp. 2.400 OH Tukang kayu @ Rp. 45,000.00 = Rp. 0.240 OH Kepala tukang @ Rp. 50,000.00 = Rp. 0.040 OH Mandor @ Rp. 60,500.00 = Rp. Jumlah (II) = Rp. Harga satuan pekerjaan = Rp. Harga setelah dibulatkan = Rp. Membuat dan memasang 1 m2 pintu dan jendela jalusi kayu kelas I (kayu jati) Bahan 0.064 m3 Papan kayu @ Rp. 15,586,000.00 = Rp. 0.500 kg Lem kayu @ Rp. 24,600.00 = Rp. Tenaga Jumlah (I) = Rp. 1.000 OH Pekerja @ Rp. 30,000.00 = Rp. 3.000 OH Tukang kayu @ Rp. 45,000.00 = Rp. 0.300 OH Kepala tukang @ Rp. 50,000.00 = Rp. 0.050 OH Mandor @ Rp. 60,500.00 = Rp. Jumlah (II) = Rp. Harga satuan pekerjaan = Rp. Harga setelah dibulatkan = Rp.

623,440.00 7,995.00 631,435.00 30,000.00 135,000.00 15,000.00 3,025.00 183,025.00 814,460.00 814,460.00

340,000.00 7,995.00 347,995.00 30,000.00 135,000.00 15,000.00 3,025.00 183,025.00 531,020.00 531,020.00

374,064.00 7,380.00 381,444.00 24,000.00 108,000.00 12,000.00 2,420.00 146,420.00 527,864.00 527,860.00

204,000.00 4,797.00 208,797.00 24,000.00 108,000.00 12,000.00 2,420.00 146,420.00 355,217.00 355,210.00

997,504.00 12,300.00 1,009,804.00 30,000.00 135,000.00 15,000.00 3,025.00 183,025.00 1,192,829.00 1,192,820.00

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6.7b 6.7.1

6.7.2

Membuat dan memasang 1 m2 pintu dan jendela jalusi kayu kelas II (kayu kamper) Bahan 0.064 m3 Papan kayu @ Rp. 8,500,000.00 = Rp. 0.500 kg Lem kayu @ Rp. 24,600.00 = Rp. Tenaga Jumlah (I) = Rp. 1.000 OH Pekerja @ Rp. 30,000.00 = Rp. 3.000 OH Tukang kayu @ Rp. 45,000.00 = Rp. 0.300 OH Kepala tukang @ Rp. 50,000.00 = Rp. 0.050 OH Mandor @ Rp. 60,500.00 = Rp. Jumlah (II) = Rp. Harga satuan pekerjaan = Rp. Harga setelah dibulatkan = Rp. Bahan 0.025 0.030 0.500 1.000 Tenaga 0.700 2.100 0.210 0.035

544,000.00 12,300.00 556,300.00 30,000.00 135,000.00 15,000.00 3,025.00 183,025.00 739,325.00 739,320.00

6.8 6.8.1

Membuat 1 m2 daun pintu kayu lapis (plywood) rangkap, rangka tertutup kayu kamper (lebar sampai 90 cm)

m3 kg kg lembar

Papan kayu Paku 1 cm 2,5 cm Lem kayu Plywood tebal 4 mm Ukuran (90 x 220) cm Pekerja Tukang kayu Kepala tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp.

8,500,000.00 16,610.00 24,600.00 72,830.00


212,500.00 498.30 12,300.00 72,830.00 298,128.30 21,000.00 94,500.00 10,500.00 2,117.50 128,117.50 426,245.80 426,240.00

6.8.2

OH OH OH OH


6.9a 6.9.1

Membuat 1 m2 pintu plywood rangkap, rangka expose kayu jati

Bahan 0.0256 0.030 0.500 1.000 Tenaga 0.800 2.400 0.240 0.040

m3 kg kg lembar


@ Rp. @ Rp. @ Rp. @ Rp.

15,586,000.00 16,610.00 24,600.00 72,830.00


399,001.60 498.30 12,300.00 72,830.00 484,629.90 24,000.00 108,000.00 12,000.00 2,420.00 146,420.00 631,049.90 631,040.00

6.9.2

OH OH OH OH


6.9b 6.9.1

Membuat 1 m2 pintu plywood rangkap, rangka expose kayu kamper

Bahan 0.0256 0.030 0.500 1.000 Tenaga 0.800 2.400 0.240 0.040

m3 kg kg lembar


@ Rp. @ Rp. @ Rp. @ Rp.

8,500,000.00 16,610.00 24,600.00 72,830.00


217,600.00 498.30 12,300.00 72,830.00 303,228.30 24,000.00 108,000.00 12,000.00 2,420.00 146,420.00 449,648.30 449,640.00

6.9.2

OH OH OH OH


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6.10a 6.10.1

Memasang 1 m2 jalusi kusen, kayu jati

6.10.2

Bahan 0.0600 0.150 Tenaga 0.670 2.000 0.200 0.335

m3 kg OH OH OH OH

Papan kayu Paku 1 cm 2,5 cm Pekerja Tukang kayu Kepala tukang Mandor

15,586,000.00 16,610.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 45,000.00 @ Rp. 50,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

@ Rp. @ Rp.


935,160.00 2,491.50 937,651.50 20,100.00 90,000.00 10,000.00 20,267.50 140,367.50 1,078,019.00 1,078,010.00

6.10b 6.10.1

Memasang 1 m2 jalusi kusen, kayu kamper

6.10.2

Bahan 0.0600 0.150 Tenaga 0.670 2.000 0.200 0.335

m3 kg OH OH OH OH

Papan kayu Paku 1 cm 2,5 cm Pekerja Tukang kayu Kepala tukang Mandor

8,500,000.00 16,610.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 45,000.00 @ Rp. 50,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

@ Rp. @ Rp.


510,000.00 2,491.50 512,491.50 20,100.00 90,000.00 10,000.00 20,267.50 140,367.50 652,859.00 652,850.00

6.11 6.11.1

Memasang 1 m2 teakwood rangkap, rangka expose kayu kamper

Bahan 0.025 0.030 0.300 1.000 Tenaga 0.800 2.400 0.240 0.040

m3 kg kg lembar

Papan kayu Paku 1 cm 2,5 cm Lem kayu Teakwood tebal 4 mm Ukuran (90 x 220) cm Pekerja Tukang kayu Kepala tukang Mandor

@ Rp. @ Rp. @ Rp. @ Rp.

8,500,000.00 16,610.00 24,600.00 72,830.00


212,500.00 498.30 7,380.00 72,830.00 293,208.30 24,000.00 108,000.00 12,000.00 2,420.00 146,420.00 439,628.30 439,620.00

6.11.2

OH OH OH OH


6.13 6.13.1

Memasang 1 m3 konstruksi kuda-kuda konvensional, kayu kruing

6.13.2

Bahan 1.100 15.000 5.600 Tenaga 4.000 12.000 1.200 0.200

m3 kg kg OH OH OH OH

Balok kayu Besi strip tebal 5 mm Paku 12 cm Pekerja Tukang kayu Kepala tukang Mandor

5,000,000.00 1,275.00 15,990.00 Jumlah (I) @ Rp. 30,000.00 @ Rp. 45,000.00 @ Rp. 50,000.00 @ Rp. 60,500.00 Jumlah (II) Harga satuan pekerjaan Harga setelah dibulatkan

@ Rp. @ Rp. @ Rp.


5,500,000.00 19,125.00 89,544.00 5,608,669.00 120,000.00 540,000.00 60,000.00 12,100.00 732,100.00 6,340,769.00 6,340,760.00

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6.14 6.14.1

Memasang 1 m3 konstruksi kuda-kuda expose, kayu kelas I / ky.jati

6.14.2

Bahan 1.200 15.000 5.600 Tenaga 6.700 20.010 2.010 0.335




@ Rp. @ Rp. @ Rp.


19,554,000.00 19,125.00 89,544.00 19,662,669.00 201,000.00 900,450.00 100,500.00 20,267.50 1,222,217.50 20,884,886.50 20,884,880.00

6.15 6.15.1

Memasang 1 m3 konstruksi gordeng, kayu kelas II / ky.meranti

6.15.2

Bahan 1.100 15.000 3.000 Tenaga 2.400 7.200 0.720 0.120




@ Rp. @ Rp. @ Rp.


4,290,000.00 19,125.00 47,970.00 4,357,095.00 72,000.00 324,000.00 36,000.00 7,260.00

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