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308x Tipe XLS Ukuran file 2.26 MB Source: sip.jantan.semarangkota.go.id
Sheet 1: REKAP
| PEMERINTAH DAERAH KOTA SEMARANG | ||||
| DINAS BINA MARGA | ||||
| Jl. Pemuda No. 148, Semarang Telp. (024) 3513366 | ||||
| REKAPITULASI RENCANA ANGGARAN BIAYA | ||||
| (alternatif 1) | ||||
| PEKERJAAN : DED JALAN UNDIP TEMBALANG - JANGLI | ||||
| LOKASI : KOTA SEMARANG | ||||
| TH. ANGGARAN : 2011 | ||||
| Hm. 0+00 - 5+400 | ||||
| NO. | URAIAN PEKERJAAN | JUMLAH HARGA (Rp) | ||
| I | Pekerjaan Persiapan | 46,100,000.00 | ||
| II | Pekerjaan Jalan | #VALUE! | ||
| III | Pekerjaan Jembatan Bentang 25 m dan 12 m (2 unit) | #VALUE! | ||
| IV | Pekerjaan Lain-lain | #VALUE! | ||
| JUMLAH | #VALUE! | |||
| PPN 10% | #VALUE! | |||
| JUMLAH TOTAL | #VALUE! | |||
| DIBULATKAN | #VALUE! | |||
| Terbilang : | ||||
| Sembilan Puluh Delapan Milyar Sembilan Puluh Tujuh Juta Lima Ratus Empat Puluh Lima Ribu Rupiah | ||||
| PEMERINTAH DAERAH KOTA SEMARANG | |||||||||
| DINAS BINA MARGA | |||||||||
| Jl. Pemuda No. 148, Semarang Telp. (024) 3513366, | |||||||||
| RENCANA ANGGARAN BIAYA | |||||||||
| Alternatif 1 | |||||||||
| PEKERJAAN : DED JALAN UNDIP TEMBALANG - JANGLI | |||||||||
| LOKASI : KOTA SEMARANG | |||||||||
| TH. ANGGARAN : 2011 | |||||||||
| NO. | URAIAN PEKERJAAN | VOLUME | SATUAN | HARGA | JUMLAH HARGA | HARGA | |||
| SATUAN | |||||||||
| I | PEKERJAAN PERSIAPAN | ||||||||
| 1 | Pengukuran dan Bouplank | 1 | Ls | 15,000,000.00 | 15,000,000.00 | ||||
| 2 | Pembuatan Kantor Sementara Lantai Plesteran | 24 | m2 | 500,000.00 | 12,000,000.00 | ||||
| 3 | Pembuatan Gudang semen & Alat | 16 | m2 | 350,000.00 | 5,600,000.00 | ||||
| 4 | Administrasi dan Dokumentasi | 1 | Ls | 2,500,000.00 | 2,500,000.00 | ||||
| 5 | Mobilisasi Alat | 1 | Ls | 5,000,000.00 | 5,000,000.00 | ||||
| 6 | Pengaturan Lalulintas dan Papan Petunjuk | 1 | Ls | 5,000,000.00 | 5,000,000.00 | ||||
| 7 | Papan Nama Proyek | 1 | Ls | 1,000,000.00 | 1,000,000.00 | ||||
| JUMLAH .I | 46,100,000.00 | ||||||||
| II | PEKERJAAN JALAN | ||||||||
| a | PEKERJAAN TANAH | ||||||||
| 1 | Galian Tanah biasa dibuang ke luar lokasi proyek (dengan alat) | 67,528.25 | m3 | #VALUE! | #VALUE! | ||||
| 2 | Urugan tanah padas (dipadatkan dengan alat) | 10,211.00 | m3 | 93,762.22 | 957,405,990.84 | ||||
| #VALUE! | |||||||||
| b | PEKERJAAN LAPIS BERBUTIR | ||||||||
| 1 | LPB (Lapis Pondasi Agregat Kelas B) diratakan dengan alat | 31,067.40 | m3 | 212,239.34 | 6,593,724,319.63 | ||||
| 2 | LPA (Lapis Pondasi Agregat Kelas A) diratakan dengan alat | 20,718.75 | m3 | 211,670.72 | 4,385,552,680.50 | ||||
| 10,979,277,000.13 | |||||||||
| c | PEKERJAAN LAPIS BERASPAL | ||||||||
| 1 | Lapis Resap Pengikat (Prime Coat) | 56,000.00 | liter | 8,976.09 | 502,661,168.58 | ||||
| 2 | Lapis Perekat (Tack Coat) | 21,000.00 | liter | 9,063.75 | 190,338,817.96 | ||||
| 3 | AC (Asphalt Concrete Base) tebal 6cm | 4,230.00 | m3 | 1,432,677.67 | 6,060,226,544.93 | ||||
| 4 | AC (Asphalt Concrete) Penghamparan dan pemadatan tebal 4 cm | 70,000.00 | m2 | 86,856.44 | 6,079,950,458.75 | ||||
| 12,833,176,990.21 | |||||||||
| d | PEKERJAAN PEDESTRIAN dan median | ||||||||
| 1 | Pasangan batu sikat | 325.55 | m2 | 103,894.24 | 33,822,768.51 | ||||
| 2 | Pasangan kerb tipe B (20/25x30x50) (pedestrian) | 235.65 | m1 | 68,616.54 | 16,169,488.67 | ||||
| 3 | Beton Non Struktur B.0 (1:3:5) | 56.25 | m3 | 604,896.50 | 34,025,427.87 | ||||
| 4 | Pasangan kerb tipe B (20/25x30x50) (jalan) | 365.25 | m1 | 68,616.54 | 25,062,192.81 | ||||
| 5 | Urugan tanah urug (dipadatkan dengan alat sederhana) | 2,445.35 | m3 | 89,100.00 | 217,880,685.00 | ||||
| 326,960,562.87 | |||||||||
| e | PEKERJAAN DRAINASE | ||||||||
| 1 | Saluran Beton Precast 1x1x1,2 K 300 | 31,067.40 | m1 | 1,500,000.00 | 46,601,100,000.00 | ||||
| 2 | Talud | 1,325.00 | m1 | #VALUE! | #VALUE! | ||||
| #VALUE! | |||||||||
| f | PEKERJAAN AKSESORIS JALAN | ||||||||
| 1 | Rambu Lalu-lintas Standar 60 x 60 cm (tiang tunggal) | 2.00 | bh | 683,551.10 | 1,367,102.20 | ||||
| 2 | Rambu Lalu-lintas 120 x 160 cm (tiang ganda) | 4.00 | bh | 1,646,634.24 | 6,586,536.95 | ||||
| 3 | Gebalan rumput | 325.15 | m2 | 52,910.00 | 17,203,686.50 | ||||
| 4 | Marka jalan termoplastik | 1,235.25 | m2 | 81,212.36 | 100,317,563.52 | ||||
| 125,474,889.17 | |||||||||
| JUMLAH .II | #VALUE! | ||||||||
| III .1 | PEKERJAAN JEMBATAN BENTANG 25 M (1 Unit) | ||||||||
| a | PEKERJAAN PONDASI SUMURAN | ||||||||
| 1 | Galian tanah sumuran | 339.12 | m3 | 9,566.15 | 3,244,072.79 | ||||
| 2 | Beton Struktural kelas K. 350 | 58.56 | m3 | 845,011.75 | 49,483,888.08 | ||||
| 3 | Beton Siklop K- 175 | 15.00 | m3 | 554,000.36 | 8,310,005.40 | ||||
| 4 | Lantai Kerja sumuran | 15.00 | m3 | 713,011.75 | 10,695,176.25 | ||||
| 5 | Acuan sumuran | 750.00 | m2 | 72,603.80 | 54,452,850.00 | ||||
| 126,185,992.52 | |||||||||
| b | ABUTMENT | ||||||||
| 1 | Galian tanah abutment | 339.12 | m3 | 9,566.15 | 3,244,072.79 | ||||
| 2 | Beton Struktural kelas K. 175 | 15.75 | m3 | 713,011.75 | 11,229,935.06 | ||||
| 3 | Beton Struktural kelas K. 350 | 58.56 | m3 | 845,011.75 | 49,483,888.08 | ||||
| 4 | Besi tulang U - 32 | 41,614.74 | kg | 15,180.00 | 631,711,753.20 | ||||
| 5 | Acuan beton untuk abutment | 155.25 | m2 | 72,603.80 | 11,271,739.95 | ||||
| SAYAP | |||||||||
| 1 | Beton Struktural kelas K. 350 | 6.00 | m3 | 845,011.75 | 5,070,070.50 | ||||
| 2 | Besi tulang U - 32 | 400.00 | kg | 15,180.00 | 6,072,000.00 | ||||
| 3 | Acuan beton untuk sayap | 2.00 | m2 | 72,603.80 | 145,207.60 | ||||
| 718,228,667.18 | |||||||||
| c | PEKERJAAN STRUKTUR ATAS | ||||||||
| 1 | Balok Girder + Stresing terpasang | 8.00 | bh | 136,500,000.00 | 1,092,000,000.00 | ||||
| 2 | Plat Deck | 228.00 | bh | 495,000.00 | 112,860,000.00 | ||||
| 3 | Diafragma tepi | 13.00 | bh | 1,650,000.00 | 21,450,000.00 | ||||
| 4 | Diafragma Tengah | 8.00 | bh | 1,650,000.00 | 13,200,000.00 | ||||
| 5 | Elastomeric Bearing | 12.00 | bh | 1,760,000.00 | 21,120,000.00 | ||||
| 6 | Beton Struktural K 350 (plat Iantai) | 228.00 | m3 | 845,011.75 | 192,662,679.00 | ||||
| 7 | Beton Struktural K. 350 (plat injak) | 2.15 | m3 | 845,011.75 | 1,812,550.20 | ||||
| 9 | Besi tulangan U - 32 | 41,614.74 | kg | 15,180.00 | 631,711,753.20 | ||||
| 10 | Acuan beton plat injak | 11.35 | m2 | 72,603.80 | 824,053.13 | ||||
| 11 | Pipa drainase 0 6" | 12.00 | m1 | 206,864.59 | 2,482,375.08 | ||||
| NO. | URAIAN PEKERJAAN | VOLUME | SATUAN | HARGA | JUMLAH HARGA | HARGA | |||
| SATUAN | |||||||||
| 12 | Pipa utilitas 0 3" | 6.00 | m1 | 341,674.66 | 2,050,047.94 | ||||
| 13 | Kereb Beton | 45.00 | m1 | 68,616.54 | 3,087,744.30 | ||||
| 2,095,261,202.86 | |||||||||
| d | PEKERJAAN PELENGKAP | ||||||||
| TEMBOK SEDADA | |||||||||
| 1 | Pasangan Batu Belah 1: 5 | 45.23 | m3 | #VALUE! | #VALUE! | ||||
| 2 | Plesteran 1:5 | 95.65 | m2 | 26,464.10 | 2,531,291.53 | ||||
| 3 | Plester Skoneng | 43.25 | m1 | 6,044.32 | 261,416.84 | ||||
| 4 | Pasang Marmer Tebal 2 cm | 56.25 | taksir | 750,000.00 | 42,187,500.00 | ||||
| 5 | Pekerjaan Pengecatan | 253.25 | m2 | 15,679.40 | 3,970,808.05 | ||||
| 6 | Pasangan Batu Tempel | 24.15 | m2 | 103,894.24 | 2,509,045.80 | ||||
| #VALUE! | |||||||||
| e | PEKERJAAN PATOK PENUNTUN | ||||||||
| 1 | Beton Struktural Kelas K. 225 | 15.35 | m3 | 764,683.66 | 11,737,894.25 | ||||
| 2 | Besi tulangan U -24 | 125.36 | kg | 15,180.00 | 1,902,964.80 | ||||
| 3 | Acuan beton | 25.35 | m2 | 72,603.80 | 1,840,506.33 | ||||
| 5 | Pekerjaan Pengecatan | 55.65 | m2 | 12,776.13 | 710,991.86 | ||||
| 16,192,357.23 | |||||||||
| f | PEKERJAAN LEUNENG | ||||||||
| 1 | Beton Struktural Kelas K. 175 | 13.25 | m3 | 713,011.75 | 9,447,405.69 | ||||
| 2 | Besi tulangan U -24 | 25.36 | kg | 15,180.00 | 384,964.80 | ||||
| 3 | Acuan beton | 14.35 | m2 | 72,603.80 | 1,041,864.53 | ||||
| 4 | Railing pipa e 3' | 4.00 | btg | 206,864.59 | 827,458.36 | ||||
| 6 | Pekerjaan Pengecatan | 16.35 | m2 | 15,679.40 | 256,358.19 | ||||
| 11,958,051.57 | |||||||||
| III.2 | PEKERJAAN JEMBATAN BENTANG 12 M (1 Unit) | ||||||||
| a | PEKERJAAN PONDASI SUMURAN | ||||||||
| 1 | Galian tanah sumuran | 169.56 | m3 | 9,566.15 | 1,622,036.39 | ||||
| 2 | Beton Struktural kelas K. 350 | 52.11 | m3 | 799,911.75 | 41,683,401.29 | ||||
| 3 | Beton Siklop K- 175 | 471.00 | m3 | 554,000.36 | 260,934,169.59 | ||||
| 4 | Lantai Kerja sumuran | 10.00 | m3 | 713,011.75 | 7,130,117.50 | ||||
| 5 | Acuan sumuran | 10.00 | m2 | 72,603.80 | 726,038.00 | ||||
| 312,095,762.78 | |||||||||
| b | ABUTMENT | ||||||||
| 1 | Galian tanah abutment | 235.26 | m3 | #VALUE! | #VALUE! | ||||
| 2 | Beton Struktural kelas K. 175 | 15.75 | m3 | 713,011.75 | 11,229,935.06 | ||||
| 3 | Beton Struktural kelas K. 350 | 58.56 | m3 | 845,011.75 | 49,483,888.08 | ||||
| 4 | Besi tulang U - 32 | 41,614.74 | kg | 15,180.00 | 631,711,753.20 | ||||
| 5 | Acuan beton untuk abutment | 155.25 | m2 | 72,603.80 | 11,271,739.95 | ||||
| SAYAP | |||||||||
| 1 | Beton Struktural kelas K. 350 | 6.00 | m3 | 845,011.75 | 5,070,070.50 | ||||
| 2 | Besi tulang U - 32 | 400.00 | kg | 15,180.00 | 6,072,000.00 | ||||
| 3 | Acuan beton untuk sayap | 2.00 | m2 | 72,603.80 | 145,207.60 | ||||
| #VALUE! | |||||||||
| c | PEKERJAAN STRUKTUR ATAS | ||||||||
| 1 | Balok Girder + Stresing terpasang | 8.00 | bh | 136,500,000.00 | 1,092,000,000.00 | ||||
| 2 | Plat Deck | 215.00 | bh | 495,000.00 | 106,425,000.00 | ||||
| 3 | Diafragma tepi | 11.00 | bh | 1,650,000.00 | 18,150,000.00 | ||||
| 4 | Diafragma Tengah | 8.00 | bh | 1,650,000.00 | 13,200,000.00 | ||||
| 5 | Elastomeric Bearing | 12.00 | bh | 1,760,000.00 | 21,120,000.00 | ||||
| 6 | Beton Struktural K 350 (plat Iantai) | 228.00 | m3 | 845,011.75 | 192,662,679.00 | ||||
| 7 | Beton Struktural K. 350 (plat injak) | 2.14 | m3 | 845,011.75 | 1,808,325.15 | ||||
| 9 | Besi tulangan U - 32 | 36,253.25 | kg | 15,180.00 | 550,324,335.00 | ||||
| 10 | Acuan beton plat injak | 11.35 | m2 | 72,603.80 | 824,053.13 | ||||
| 11 | Pipa drainase 0 6" | 12.00 | m1 | 206,864.59 | 2,482,375.08 | ||||
| 12 | Pipa utilitas 0 3" | 6.00 | m1 | 206,864.59 | 1,241,187.54 | ||||
| 13 | Kereb Beton | 45.00 | m1 | 68,616.54 | 3,087,744.30 | ||||
| 2,003,325,699.20 | |||||||||
| d | PEKERJAAN PELENGKAP | ||||||||
| TEMBOK SEDADA | |||||||||
| 1 | Pasangan Batu Belah 1: 5 | 45.23 | m3 | #VALUE! | #VALUE! | ||||
| 2 | Plesteran 1:5 | 95.65 | m2 | 26,464.10 | 2,531,291.53 | ||||
| 3 | Plester Skoneng | 43.25 | m1 | 6,044.32 | 261,416.84 | ||||
| 4 | Pasang Marmer Tebal 2 cm | 56.25 | taksir | 103,894.24 | 5,844,050.77 | ||||
| 5 | Pekerjaan Pengecatan | 253.25 | m2 | 15,250.00 | 3,862,062.50 | ||||
| 6 | Pasangan Batu Tempel | 24.15 | m2 | 103,894.24 | 2,509,045.80 | ||||
| #VALUE! | |||||||||
| e | PEKERJAAN PATOK PENUNTUN | ||||||||
| 1 | Beton Struktural Kelas K. 225 | 15.35 | m3 | 764,683.66 | 11,737,894.25 | ||||
| 2 | Besi tulangan U -24 | 125.36 | kg | 13,191.75 | 1,653,717.78 | ||||
| 3 | Acuan beton | 25.35 | m2 | 72,603.80 | 1,840,506.33 | ||||
| 5 | Pekerjaan Pengecatan | 55.65 | m2 | 15,250.00 | 848,662.50 | ||||
| 16,080,780.86 | |||||||||
| f | PEKERJAAN LEUNENG | ||||||||
| 1 | Beton Struktural Kelas K. 175 | 13.25 | m3 | 713,011.75 | 9,447,405.69 | ||||
| 2 | Besi tulangan U -24 | 25.36 | kg | 13,191.75 | 334,542.78 | ||||
| 3 | Acuan beton | 14.35 | m2 | 72,603.80 | 1,041,864.53 | ||||
| 4 | Railing pipa e 3' | 4.00 | btg | 206,864.59 | 827,458.36 | ||||
| 6 | Pekerjaan Pengecatan | 16.35 | m2 | 15,250.00 | 249,337.50 | ||||
| 11,900,608.86 | |||||||||
| III. 3 | PEKERJAAN BOXCULVERT .I | ||||||||
| 1 | Galian tanah | 1,254.35 | m3 | #VALUE! | #VALUE! | ||||
| 2 | Urugan tanah padas (dipadatkan dengan alat) | 225.36 | m3 | 93,762.22 | 21,130,253.07 | ||||
| 3 | Beton K.300 | 236.56 | m3 | 799,911.75 | 189,227,123.58 | ||||
| 4 | Lantai Kerja | 35.26 | m3 | 713,011.75 | 25,140,794.31 | ||||
| 5 | Acuan | 14.35 | m2 | 72,603.80 | 1,041,864.53 | ||||
| #VALUE! | |||||||||
| d | PEKERJAAN PELENGKAP | ||||||||
| TEMBOK SEDADA | |||||||||
| 1 | Pasangan Batu Belah 1: 5 | 45.23 | m3 | #VALUE! | #VALUE! | ||||
| 2 | Plesteran 1:5 | 95.65 | m2 | 26,464.10 | 2,531,291.53 | ||||
| NO. | URAIAN PEKERJAAN | VOLUME | SATUAN | HARGA | JUMLAH HARGA | HARGA | |||
| SATUAN | |||||||||
| 3 | Plester Skoneng | 43.25 | m1 | 6,044.32 | 261,416.84 | ||||
| 4 | Pasang Marmer Tebal 2 cm | 56.25 | taksir | 103,894.24 | 5,844,050.77 | ||||
| 5 | Pekerjaan Pengecatan | 253.25 | m2 | 15,250.00 | 3,862,062.50 | ||||
| 6 | Pasangan Batu Tempel | 24.15 | m2 | 103,894.24 | 2,509,045.80 | ||||
| #VALUE! | |||||||||
| III.4 | PEKERJAAN BOXCULVERT .II | ||||||||
| 1 | Galian tanah | 961.56 | m3 | #VALUE! | #VALUE! | ||||
| 2 | Urugan tanah padas (dipadatkan dengan alat) | 192.31 | m3 | 93,762.22 | 18,031,599.34 | ||||
| 3 | Beton K.300 | 196.00 | m3 | 799,911.75 | 156,782,703.00 | ||||
| 4 | Lantai Kerja | 14.53 | m3 | 72,603.80 | 1,054,933.21 | ||||
| 5 | Acuan | 8.00 | m2 | 72,603.80 | 580,830.40 | ||||
| #VALUE! | |||||||||
| d | PEKERJAAN PELENGKAP | ||||||||
| TEMBOK SEDADA | |||||||||
| 1 | Pasangan Batu Belah 1: 5 | 45.23 | m3 | #VALUE! | #VALUE! | ||||
| 2 | Plesteran 1:5 | 95.65 | m2 | 26,464.10 | 2,531,291.53 | ||||
| 3 | Plester Skoneng | 43.25 | m1 | 6,044.32 | 261,416.84 | ||||
| 4 | Pasang Marmer Tebal 2 cm | 56.25 | taksir | 103,894.24 | 5,844,050.77 | ||||
| 5 | Pekerjaan Pengecatan | 253.25 | m2 | 15,250.00 | 3,862,062.50 | ||||
| 6 | Pasangan Batu Tempel | 24.15 | m2 | 103,894.24 | 2,509,045.80 | ||||
| #VALUE! | |||||||||
| III.5 | PEKERJAAN BOXCULVERT .III | ||||||||
| 1 | Galian tanah | 2,153.25 | m3 | 93,762.22 | 201,893,492.29 | ||||
| 2 | Urugan tanah padas (dipadatkan dengan alat) | 356.25 | m3 | 93,762.22 | 33,402,789.56 | ||||
| 3 | Beton K.300 | 235.65 | m3 | 799,911.75 | 188,499,203.89 | ||||
| 4 | Lantai Kerja | 25.36 | m3 | 72,603.80 | 1,841,232.37 | ||||
| 5 | Acuan | 15.35 | m2 | 72,603.80 | 1,114,468.33 | ||||
| 426,751,186.44 | |||||||||
| d | PEKERJAAN PELENGKAP | ||||||||
| TEMBOK SEDADA | |||||||||
| 1 | Pasangan Batu Belah 1: 5 | 45.23 | m3 | #VALUE! | #VALUE! | ||||
| 2 | Plesteran 1:5 | 95.65 | m2 | 26,464.10 | 2,531,291.53 | ||||
| 3 | Plester Skoneng | 43.25 | m1 | 6,044.32 | 261,416.84 | ||||
| 4 | Pasang Marmer Tebal 2 cm | 56.25 | taksir | 103,894.24 | 5,844,050.77 | 108 | |||
| 5 | Pekerjaan Pengecatan | 253.25 | m2 | 15,250.00 | 3,862,062.50 | ||||
| 6 | Pasangan Batu Tempel | 24.15 | m2 | 103,894.24 | 2,509,045.80 | ||||
| #VALUE! | |||||||||
| JUMLAH .III | #VALUE! | ||||||||
| IV | PEKERJAAN LAIN-LAIN | ||||||||
| 1 | Lampu Jalan | 110.00 | bh | 57,460,150.00 | 6,320,616,500.00 | ||||
| 2 | Galian tanah | 95.36 | m3 | #VALUE! | #VALUE! | ||||
| 3 | Timbunan dipadatkan | 45.35 | m3 | 71,678.57 | 3,250,623.00 | ||||
| 4 | Beton K.300 | 35.26 | m3 | 954,190.84 | 33,644,769.11 | ||||
| 5 | Besi tulangan U -24 | 325.26 | kg | 13,191.75 | 4,290,748.61 | ||||
| 6 | Pasangan Batu Tempel | 68.35 | m2 | 103,894.24 | 7,101,171.03 | ||||
| 7 | Pemindahan Tiang Listrik ( Tower ) | 1 | bh | 800,000,000.00 | 800,000,000.00 | ||||
| 8 | Tanam Pohon Perdu | 250.00 | bh | 250,000.00 | 62,500,000.00 | ||||
| #VALUE! | |||||||||
| JUMLAH .IV | #VALUE! | ||||||||
| JUMLAH TOTAL | #VALUE! | ||||||||
| PEMERINTAH DAERAH KOTA SEMARANG | ||||
| DINAS BINA MARGA | ||||
| Jl. Pemuda No. 148, Semarang Telp. (024) 3513366 | ||||
| DAFTAR HARGA SATUAN DASAR | ||||
| UPAH, BAHAN DAN PERALATAN | ||||
| PEKERJAAN : DED JALAN UNDIP TEMBALANG - JANGLI | ||||
| LOKASI : KOTA SEMARANG | ||||
| TH. ANGGARAN : 2011 | ||||
| NO. | URAIAN | SATUAN | HARGA (Rp.) | |
| A. | UPAH | |||
| 1 | pekerja | hari | 33,000.00 | |
| 2 | mandor | hari | 44,000.00 | |
| 3 | tukang | hari | 41,250.00 | |
| 4 | kepala tukang | hari | 44,000.00 | |
| 5 | operator | hari | 41,250.00 | |
| 6 | pembantu operator | hari | 35,750.00 | |
| 7 | sopir | hari | 41,250.00 | |
| 8 | pembantu sopir | hari | 33,000.00 | |
| B. | BAHAN | |||
| MATERIAL M1 | ||||
| 1 | tanah urug | m3 | 48,675.00 | |
| 2 | tanah padas | m3 | 65,668.59 | |
| 3 | batu belah | m3 | 131,784.58 | |
| 4 | batu bulat | m3 | 121,750.00 | |
| 5 | batu bata | buah | 347.46 | |
| 6 | pasir muntilan | m3 | 167,016.67 | |
| 7 | pasir urug | m3 | 84,975.00 | |
| 8 | sirtu | m3 | 82,850.00 | |
| 9 | batu sikat | m2 | 50,000.00 | |
| 10 | batu pecah 10/15 | m3 | 157,666.67 | |
| 11 | batu pecah 5/7 | m3 | 163,768.00 | |
| 12 | batu pecah 3/5 | m3 | 180,056.25 | |
| 13 | batu pecah 2/3 | m3 | 184,213.33 | |
| 14 | batu pecah 1/2 | m3 | 186,775.93 | |
| 15 | batu pecah 0.5/1 | m3 | 187,550.00 | |
| 16 | agregat kelas A | m3 | 169,583.33 | |
| 17 | agregat kelas B | m9 | 159,060.00 | |
| MATERIAL M2 | ||||
| 1 | portland cement | kg. | 1,130.63 | |
| 2 | kapur | M3 | 214,500.00 | . |
| 3 | semen warna | kg. | 12,080.00 | |
| 4 | additive | liter | 35,750.00 | |
| MATERIAL M3 | ||||
| 1 | aspal curah | kg. | 7,317.20 | |
| 2 | aspal drum | kg. | 7,738.54 | |
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