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Margin top= 18 mm , Button = 18 Compres 95 %. DAFTAR HARGA BAHAN BANGUNAN DAN UPAH KERJA DIWILAYAH KABUPATEN SIDOARJO SEBELUM PPn UNTUK TAHUN ANGGARAN 2008 HARGA SATUAN TERTINGGI BAHAN BANGUNAN PEREODE BULAN JANUARI 2008 ( SEMEST Ke lom NO. NAMA / JENIS BAHAN SATUAN HARGA pok SATUAN BAHAN 1 2 3 4 5 A. BAHAN PASIR 1 Pasir Urug / Tanah katel. M3 Rp. 74,520.00 2 Pasir Pasang M3 Rp. 90,684.40 3 Pasir Cor M3 Rp. 93,610.00 4 Sirtu urug M3 Rp. 39,100.00 5 Tanah Urug M3 Rp. 39,100.00 6 Tanah grosok M3 Rp. 68,310.00 7 Tanah taman M3 Rp. 59,800.00 B. BAHAN BATU 1 Batu Kali Pecah 15/20 ( tangan ) M3 Rp. 92,000.00 2 Batu Kali/ batu Quary M3 Rp. 85,330.00 3 Batu Kali Pecah 7/10 ( tangan ) M3 Rp. 87,942.80 4 Batu Kali Pecah 5/7 ( tangan ) M3 Rp. 108,713.64 5 Batu Kali Pecah 3/5 ( mesin ) M3 Rp. 116,380.00 6 Batu Kali Pecah 2/3 ( mesin ) M3 Rp. 151,294.00 7 Batu Kali Pecah 0.5 - 1 ( mesin ) M3 Rp. 146,740.00 8 Batu Kali Pecah 1/2 ( mesin ) M3 Rp. 157,117.60 9 Batu pecah tersaring untuk laston M3 Rp. 212,520.00 10 Batu pecah tersaring untuk LPA M3 Rp. 195,500.00 11 Batu pecah tersaring untuk LPB M3 Rp. 149,776.00 12 Koral Beton 1/2 M3 Rp. 174,570.00 13 Koral Beton 2/3 M3 Rp. 137,126.00 15 Batu kerikil Granito. M3 Rp. 380,696.00 16 Batu kerikil Traso. M3 Rp. 346,104.00 17 Batu tempel. M2 Rp. 38,962.00 18 Batu bata tebal 5,5 cm. Bakaran ka Bh Rp. 300.00 19 Batu bata tebal 5,5 cm. Bakaran se Bh Rp. 270.00 20 Batako. Bh Rp. 2,226.40 C BAHAN PAVING STONE. 1 Paving stone abu-2 tb. 6 cm (3 ber Bj Rp. 900.00 2 Paving stone abu-2 tb. 6 cm (4 per Bj Rp. 765.00 3 Paving stone abu-2 tb. 6 cm (type- Bj Rp. 800.00 4 Paving stone abu-2 tb. 6 cm (type- Bj Rp. 1,012.00 5 Paving stone abu-2 tb. 6 cm (type- Bj Rp. 1,104.00 6 Paving stone abu-2 tb. 8 cm (3 ber Bj Rp. 1,242.00 7 Paving stone abu-2 tb. 8 cm (4 per Bj Rp. 1,210.00 8 Paving stone abu-2 tb. 8 cm (type- Bj Rp. 1,550.00 9 Paving stone abu-2 tb. 8 cm (type- Bj Rp. 800.00 10 Paving stone abu-2 tb. 8 cm (type- Bj Rp. 1,518.00 11 Paving stone merah tb. 6 cm (3 ber Bj Rp. 1,242.00 12 Paving stone merah tb. 6 cm (type- Bj Rp. 1,242.00 13 Paving stone merah tb. 6 cm (type- Bj Rp. 1,242.00 14 Paving stone merah tb. 8 cm (3 ber Bj Rp. 1,550.00 15 Paving stone mrh tb. 8 cm (4 perse Bj Rp. 1,550.00 16 Paving stone merah tb. 8 cm (type- Bj Rp. 1,104.00 17 Paving stone merah tb. 8 cm (type- Bj Rp. 1,407.60 D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008. Halaman : 122 1 2 3 4 5 18 Paving stone / beton blok kelas I M2 Rp. 0.00 19 Paving stone / beton blok kelas II M2 Rp. 0.00 20 Rooster beton bh Rp. 4,480.40 21 Bata berongga bh Rp. 2,226.40 22 Hollow block 10 bh Rp. 0.00 23 Hollow block 15 bh Rp. 0.00 24 Hollow block 20 bh Rp. 0.00

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BhanMargin top= 18 mm , Button = 18Compres 95 %.DAFTAR HARGA BAHAN BANGUNANDAN UPAH KERJADIWILAYAH KABUPATEN SIDOARJOSEBELUM PPn UNTUK TAHUN ANGGARAN 2008DAFTAR HARGA SATUAN TERTINGGI BAHAN BANGUNAN PEREODE BULAN JANUARI 2008 ( SEMESTER . I )KelomNO.NAMA / JENIS BAHANSATUANHARGApokSATUAN BAHAN12345HARGA 2008-IA.BAHAN PASIR1Pasir Urug / Tanah katel.M3Rp.74,520.0081,000.002Pasir PasangM3Rp.90,684.4098,570.003Pasir CorM3Rp.93,610.00101,750.004Sirtu urugM3Rp.39,100.0042,500.005Tanah UrugM3Rp.39,100.0042,500.006Tanah grosokM3Rp.68,310.0074,250.007Tanah tamanM3Rp.59,800.0065,000.00B.BAHAN BATU1Batu Kali Pecah 15/20 ( tangan )M3Rp.92,000.00100,000.002Batu Kali/ batu QuaryM3Rp.85,330.0092,750.003Batu Kali Pecah 7/10 ( tangan )M3Rp.87,942.8095,590.004Batu Kali Pecah 5/7 ( tangan )M3Rp.108,713.64118,167.005Batu Kali Pecah 3/5 ( mesin )M3Rp.116,380.00126,500.006Batu Kali Pecah 2/3 ( mesin )M3Rp.151,294.00164,450.007Batu Kali Pecah 0.5 - 1 ( mesin )M3Rp.146,740.00159,500.008Batu Kali Pecah 1/2 ( mesin )M3Rp.157,117.60170,780.009Batu pecah tersaring untuk lastonM3Rp.212,520.00231,000.0010Batu pecah tersaring untuk LPAM3Rp.195,500.00212,500.0011Batu pecah tersaring untuk LPBM3Rp.149,776.00162,800.0012Koral Beton 1/2M3Rp.174,570.00189,750.0013Koral Beton 2/3M3Rp.137,126.00149,050.0015Batu kerikil Granito.M3Rp.380,696.00413,800.0016Batu kerikil Traso.M3Rp.346,104.00376,200.0017Batu tempel.M2Rp.38,962.0042,350.0018Batu bata tebal 5,5 cm. Bakaran kayuBhRp.300.00300.0019Batu bata tebal 5,5 cm. Bakaran sekem.BhRp.270.00270.0020Batako.BhRp.2,226.402,420.00CBAHAN PAVING STONE.1Paving stone abu-2 tb. 6 cm (3 berlian-DT1)BjRp.900.00900.002Paving stone abu-2 tb. 6 cm (4 persegi pjng )BjRp.765.001,500.003Paving stone abu-2 tb. 6 cm (type-DT1 / S)BjRp.800.00800.004Paving stone abu-2 tb. 6 cm (type-DT2)BjRp.1,012.001,100.005Paving stone abu-2 tb. 6 cm (type-DT7)BjRp.1,104.001,200.006Paving stone abu-2 tb. 8 cm (3 berlian-DT1)BjRp.1,242.001,350.007Paving stone abu-2 tb. 8 cm (4 persegi pjng )BjRp.1,210.001,350.008Paving stone abu-2 tb. 8 cm (type-DT1 / S)BjRp.1,550.001,700.009Paving stone abu-2 tb. 8 cm (type-DT2)BjRp.800.00800.0010Paving stone abu-2 tb. 8 cm (type-DT7)BjRp.1,518.001,650.0011Paving stone merah tb. 6 cm (3 berlian-DT1)BjRp.1,242.001,350.0012Paving stone merah tb. 6 cm (type-DT1 / S)BjRp.1,242.001,350.0013Paving stone merah tb. 6 cm (type-segi enam)BjRp.1,242.001,350.0014Paving stone merah tb. 8 cm (3 berlian-DT1)BjRp.1,550.001,700.0015Paving stone mrh tb. 8 cm (4 persegi pjng-)BjRp.1,550.001,750.0016Paving stone merah tb. 8 cm (type-DT1)BjRp.1,104.001,200.0017Paving stone merah tb. 8 cm (type-segi enam)BjRp.1,407.601,530.00D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 1221234518Paving stone / beton blok kelas IM2Rp.0.0019Paving stone / beton blok kelas IIM2Rp.0.0020Rooster betonbhRp.4,480.404,870.0021Bata beronggabhRp.2,226.402,420.0022Hollow block 10bhRp.0.0023Hollow block 15bhRp.0.0024Hollow block 20bhRp.0.0025Conblock 10bhRp.0.0026Conblock 15bhRp.0.0027Conblock 20bhRp.4,968.005,400.00DBAHAN SEMEN / P.C.0.001Semen Gresik 50 kgZakRp.41,492.0045,100.002Semen Gresik 1kg1KgRp.829.84902.003Semen warna1KgRp.6,900.007,500.004Semen Tiga Roda 50 kgZakRp.0.005Semen putih ( Azano / Tiga Roda )ZakRp.67,675.2073,560.006Semen merahM3Rp.138,000.00150,000.00EBAHAN KAPUR.0.001Kapur bubukM3Rp.450,174.40489,320.002Kapur bubuk1KgRp.552.00600.003Kapur bubuk 1 sak.1 SakRp.4,553.084,949.004Kapur gamping1KgRp.2,336.802,540.00FBAHAN LANTAI.0.001Tegel ubin Warna 30 x 30 cmBhRp.2,350.00700.002Porselin putih 11 x 11BhRp.460.00500.003Porselin warna 11 x 11BhRp.5,290.005,750.004Tegel Ubin Warna 40 x 40 cmBhRp.4,800.0014,200.005Tegel teraso 30 x 30 cmBhRp.5,888.006,400.006Tegel teraso 40 x 40 cmBhRp.6,210.006,750.007Tegel wafel / Badag 30 x 30 cmBhRp.0.008Tegel keramik Granito 40 x 40 cm ( KW I )M2Rp.140,000.00148,500.009Keramic Esensa 40 x 40 cm .M2Rp.130,000.0090,000.0010Tegel keramik lis 7,5 x 25 cm ( KW I )BhRp.11,500.0012,500.0011Tegel keramik lis 5 x20 cm ( KW I )BhRp.9,062.009,850.0012Tegel keramik 20x20 cm ( KW I )M2Rp.33,764.0036,700.0013Tegel keramik 25x35 cm ( KW I )M2Rp.33,994.0036,950.0014Tegel keramik 30x30 cm ( KW I )M2Rp.36,938.0040,150.0015Tegel keramik rock tile 30x30 cm ( KW I )M2Rp.38,713.6042,080.0016Tegel keramik 40x40 cm ( KW I )M2Rp.38,410.0041,750.0017Tegel keramik motif 30x30 cmM2Rp.35,677.6038,780.0018Keramik dinding 20x25 cm ( KW I )M2Rp.37,195.6040,430.0019Keramik dinding 25x35 cm ( KW I )M2Rp.41,998.0045,650.0020Vinil Oscar / sintetis Kw1M2Rp.49,496.0053,800.0021Vinil karetM2Rp.43,240.0047,000.0022Vinil oscar / sintetis motif kembang.M2Rp.60,030.0065,250.0023M a r m e rM2Rp.65,000.0065,000.0024MosaikM2Rp.42,000.0025Tera kotaM2Rp.59,156.0064,300.00GBAHAN KAYU.0.001Kayu jati balok 6,15, 8/12. panjang 3mtr.M3Rp.15,939,000.0017,325,000.002Kayu reng jati 2/3, 3/5 panjang 2 mtr.M3Rp.8,602,000.009,350,000.003Kayu jat usuk 4/6 ; 5/7 panjang 2 mtr.M3Rp.10,810,000.0011,750,000.004Papan jati papan 2/20 ; 3/20 ; 3/30 panj.3mtrM3Rp.17,940,000.0019,500,000.005Kayu Kamfer balok 8/12, 6/15M3Rp.5,750,000.005,887,833.006Kayu kamfer usuk 5/7M3Rp.4,100,000.004,168,333.007Kayu kamfer papan 2.5/20M3Rp.6,520,500.007,087,500.008Kayu Kamfer reng 2/3M3Rp.3,499,526.363,803,833.009Kayu kruing / bengkirai / kempas papan 2/20M3Rp.3,946,800.004,290,000.0010Kayu kruing /bengkirai/kempas blk 8/12,6/15M3Rp.3,864,000.004,200,000.00D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 1231234511Kayu kruing / bengkirai/kempas usuk 5/7M3Rp.3,818,000.004,150,000.0012Kayu kruing / bengkirai/kempas usuk 4/6M3Rp.3,818,000.004,150,000.0013Kayu kruing reng 2/3M3Rp.2,530,000.002,750,000.0014Kayu meranti balok 8/12, 6/15M3Rp.3,542,000.003,850,000.0015Keyu meranti usuk 5/7M3Rp.3,404,000.003,700,000.0016Kayu meranti papan 3/25/400M3Rp.3,818,000.004,150,000.0017Kayu glugu usuk 5/7 4meter1 BtgRp.46,211.6050,230.0018Papan begesting (MC)M3Rp.2,622,000.002,850,000.0019Rangka plavon kamper potonganM3Rp.2,248,480.002,444,000.0020Rangka plavon meranti potonganM3Rp.1,978,000.002,150,000.0021Kayu gelagar jembatan meranti.8/15 pj.4 mtrM3Rp.2,609,120.002,836,000.0022Kayu dolken.BtgRp.3,680.004,000.0023Kayu SirapM2Rp.1,886.002,050.0024Kayu SirapLbr/ 1m'Rp.0.0025Kayu bakar.M3Rp.2,208,920.002,401,000.0026I j u kKGRp.5,372.805,840.0026GedekM2Rp.10,672.0011,600.00HBAHAN TRIPLEKS / KAYU LAPIS.0.001Teakwood 90.210. x 4 mmlbrRp.65,780.0071,500.002Teakwood 110.210. x 4 mmlbrRp.85,468.0092,900.003Teakwood 122.244. x 4 mmlbrRp.81,512.0088,600.004Triplek lapis aluminiumlbrRp.59,800.0065,000.005Triplek lapis formikalbrRp.62,330.0067,750.006Triplek 90.210. x 3 mmlbrRp.26,910.0029,250.007Triplek 90.210. x 4 mmlbrRp.41,998.0045,650.008Triplek 120.240. x 2 mmlbrRp.52,992.0057,600.009Triplek 120.240. x 3 mmlbrRp.54,142.0058,850.0010Triplek 120.240. x 5 mmlbrRp.91,908.0099,900.0011Triplek 120.240. x 6 mmlbrRp.89,700.0097,500.0012Triplek 120.240. x 9 mmlbrRp.119,600.00130,000.0013Triplek 120.240. x 12 mmlbrRp.126,500.00137,500.0014List plafond 1,5/4 profil kayu kamperm'Rp.10,350.0011,250.0015List plafond 1/5m'Rp.3,312.003,600.00IBAHAN BESI..0.001Aluminium putih / silver 3"M1Rp.44,640.0046,500.002Aluminium putih / silver 4"M1Rp.55,680.0058,000.003Aluminium coklat / brown 3"M1Rp.47,040.0049,000.004Aluminium coklat / brown. 4"M1Rp.59,040.0061,500.005Aluminium slimar putih / silver 3"M1Rp.44,640.0046,500.006Aluminium slimar coklat / brown 3"M1Rp.47,040.0049,000.007Karet penjepit kaca / multipleks.M1Rp.2,400.002,500.008Hak windowBhRp.11,500.0012,500.009Besi beton Polos diameter 5 mmLonjorRp.14,926.0816,224.0010Besi beton Polos diameter 6 mmLonjorRp.29,083.0431,612.0011Besi beton Polos diameter 8 mmLonjorRp.41,084.4444,657.0012Besi beton Polos diameter 10 mmLonjorRp.62,538.8467,977.0013Besi beton Polos diameter 12 mmLonjorRp.76,566.0883,224.0014Besi beton Polos diameter 16 mmLonjorRp.124,200.00135,000.0015Besi beton polos.KgRp.8,740.009,500.0016Besi beton Ulir.KgRp.11,638.0012,650.0017Besi konstruksi ( WF ; H ; INP ; SIKU )KgRp.10,530.0011,700.0018Besi lempeng / bulat / strip (Beugel)KgRp.10,166.0011,050.0019Kawat bendratKgRp.10,764.0011,700.0020Kawat duriM1Rp.6,808.007,400.0021Kawat bronjongKgRp.11,220.3212,196.0022Kawat ikatKgRp.13,965.6015,180.0023Kawat harmonika.M1Rp.19,044.0020,700.0024Kawat nyamuk. besiM1Rp.17,181.0018,675.0025Kawat KASA. / kawat burung.M1Rp.15,675.0016,500.00D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 1241234526Paku rengKGRp.9,779.6010,630.0027Paku usukKGRp.10,478.8011,390.0028Paku eternitKGRp.10,478.8011,390.0029Paku sekrupKGRp.15,985.0017,375.0030Mur baut kuda-kudaKGRp.11,891.0012,925.0031Mur baut kuda-kudaBhRp.29,900.0032,500.0032Plat kuda-kudaBhRp.9,384.0010,200.0033Mur baut gordingBhRp.2,990.003,250.0034Paku payungBhRp.216.20235.0035Ankur kusenBhRp.1,679.001,825.0036Pagar BRC 90.240 cmUnitRp.240,488.00261,400.0037Pagar BRC 120.240 cmUnitRp.274,712.00298,600.0038Besi siku 30x30x3 panjang 6 mLjrRp.82,873.6090,080.0039Besi siku 40x40x3 panjang 6 mLjrRp.94,116.00102,300.0040Besi siku 40x40x4 panjang 6 mLjrRp.102,580.00111,500.0041Kawat berduri 50 mRolRp.248,630.00270,250.00JBAHAN PIPA BESI..0.001Pipa air galvanis medium 1/2"LjrRp.64,000.0069,800.002Pipa air galvanis medium 3/4"LjrRp.80,270.0087,250.003Pipa air galvanis medium 1"LjrRp.105,800.00115,000.004Pipa air galvanis medium 1,25"LjrRp.200,422.00217,850.005Pipa air galvanis medium 2"LjrRp.269,100.00292,500.006Pipa air galvanis medium 3"LjrRp.365,332.00397,100.007Pipa air galvanis medium 4"LjrRp.608,580.00661,500.00KBAHAN PIPA P.V.C..0.001Pipa PVC AW dia 1/2" 4 mLjrRp.42,166.3645,833.002Pipa PVC AW dia 3/4" 4mLjrRp.27,351.6029,730.003Pipa PVC AW dia 1".4mLjrRp.36,340.0039,500.004Pipa PVC D dia 2" 4 mLjrRp.52,900.0057,500.005Pipa PVC D dia 3" 4 mLjrRp.77,740.0084,500.006Pipa PVC D dia 4" 4mLjrRp.336,720.00366,000.007Talang " U " Maspion 4mLjrRp.78,200.0085,000.008Pengait talang PVCBhRp.6,900.007,500.00LBAHAN BUIS BETON..0.001Buis beton bulat dia 15 cm, 1 m'MtrRp.21,620.0023,500.002Buis beton bulat dia 20 cm, 1 m'MtrRp.24,288.0026,400.003Buis beton bulat dia 30 cm, 1 m'MtrRp.29,578.0032,150.004Buis beton bulat dia 40 cm, 1 m'MtrRp.34,040.0037,000.005Buis beton bulat dia 50 cm, 1 m'MtrRp.62,100.0067,500.006Buis beton bulat dia 60 cm, 1 m'MtrRp.71,300.0077,500.007Buis beton bulat dia 80 cm, 1 m'MtrRp.96,600.00105,000.008Buis beton bulat dia 100 cm, 1 m'MtrRp.110,400.00120,000.009Buis beton U - 20cm , m'MtrRp.16,100.0017,500.0010Buis beton U - 30cm , m'MtrRp.20,700.0022,500.00MBAHAN PENUTUP ATAP.0.001Genteng lokal ex MojokembamgBhRp.984.401,070.002Genteng NglayurBhRp.1,058.001,150.003Genteng bubungan NglayurBhRp.2,732.402,970.004Genteng betonBhRp.5,032.405,470.005Genteng flam pres lokalBhRp.1,094.801,190.006Genteng kacaBhRp.11,996.8013,040.007Genteng keramikBhRp.7,866.008,550.008Genteng kodok model karang pilangBhRp.1,812.401,970.009Genteng kodok karang pilang ( bambe)BhRp.3,063.603,330.0010Bubungan genteng bambe.BhRp.4,370.004,750.0011Bubungan glazur Kanmuri / KIA.enteng bambe.BhRp.8,740.009,500.0012Eternit 1x1m tebal 6 mmBhRp.13,570.0014,750.0013Eternit 1x1m tebal 5 mmBhRp.11,270.0012,250.0014Acustik ukuran 30 x 60 Cm.BhRp.36,018.0039,150.00D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 1251234515Acustik ukuran 60 x 120 Cm.BhRp.54,970.0059,750.0016Calsiboardt 1x1m Calsibort 5 mmBhRp.15,088.0016,400.0017Asbes datar tebal 4 mmBhRp.10,782.4011,720.0018Asbes datar tebal 3,5 mmBhRp.9,200.0010,000.0019Asbes gelombang besar 225 x 110LbrRp.80,012.4086,970.0020Asbes gelombang besar Per M2M2Rp.29,090.4031,620.0021Asbes gelombang kecil 225 x 105LbrRp.56,810.0061,750.0022Asbes gelombang kecil Per M2.M2Rp.19,991.6021,730.0023Bubungan Asbes Gelombang besarBhRp.63,093.6068,580.0024Bubungan Asbes Gelombang kecilBhRp.48,438.0052,650.0025Seng plat BJLS 30.80.300 cmLbrRp.32,200.0035,000.0026Seng gelombang BJLS 28LbrRp.78,660.0085,500.0027Seng gelombang BJLS 30LbrRp.64,400.0070,000.0028Seng plat BJLS 28LbrRp.62,560.0068,000.0029Seng plat BJLS 30LbrRp.78,660.0085,500.0030Seng Galvalum DJLS 45 warna lebar efektif 73M1Rp.103,224.00112,200.0031Seng Galvalum DJLS 45 polos lbr efektif 73 CmM1Rp.59,800.0065,000.00NBAHAN PENGECATAN + POLITUR..0.001Kertas gosoklbrRp.4,000.004,150.002Plamur tembokKgRp.9,196.009,680.003Plamur kayu " PEDANG "KgRp.10,351.8411,252.004Cat kayu / besi EMCO/setaraKgRp.46,432.4050,470.005Cat tembok "wathershilt" merk Duluk ; Jotun.KgRp.54,648.0059,400.006Cat tembok "DECOLITH"KgRp.21,620.0023,500.007Cat tembok "PARAGON"KgRp.20,447.0022,225.008Cat kayu dasarKgRp.32,117.2034,910.009Cat tembok "ICI Catilac"KgRp.31,924.0034,700.0010Cat meni "PEDANG"KgRp.12,420.0013,500.0011Dempul kayuKgRp.19,200.4020,870.0012Minyak cat / thiner BLtrRp.5,888.006,400.0013Tinner ALtrRp.14,664.8015,940.0014SpiritusLtrRp.13,340.0014,500.0015Plitur jadiLtrRp.35,420.0038,500.0016VernisLtrRp.41,593.2045,210.0017Lem putih " RAJAWALI "KgRp.8,625.009,375.0018Lem kayu aica aibonKgRp.19,320.0021,000.0019TeerKgRp.7,636.008,300.0020CherlagKgRp.39,100.0042,500.00OBAHAN KACA.0.001Kaca bening 3 mmm2Rp.37,306.0040,550.002Kaca bening 5 mmm2Rp.56,396.0061,300.003Kaca raybend 5 mmm2Rp.65,090.0070,750.004Kaca buram 5 mmm2Rp.91,080.0099,000.005Kaca cermin 5 mmm2Rp.126,500.00137,500.006Kaca cermin 6 mmm2Rp.328,900.00357,500.007Kaca patri warna 5 mmm2Rp.325,000.00378,500.008Kaca painting 5 mmm2Rp.192,280.00209,000.009Kaca nako + rangka "NIKY"DnRp.16,100.0017,500.00PBAHAN PENGANTUNG + KUNCI.0.001Kunci "ALPHA Bulat" 1 x putarBhRp.58,420.0063,500.002Kunci "SILINDER" 1 x putarBhRp.47,610.0051,750.003Kunci "ANCHOR" / UNION / Yale 2 x tanamBhRp.82,800.0090,000.004Kunci "KUDA TERBANG" 2 x putarBhRp.121,440.00132,000.005Kunci tanam "ANTIK" 2 x putarBhRp.110,400.00120,000.006Kunci selot kuningngan panjang 25 CmBhRp.100,510.00109,250.007Kunci selot kuningngan panjang 15 CmBhRp.53,820.0058,500.008Kunci selot hitam panjang 25 CmBhRp.14,674.0015,950.009Kunci selot hitam panjang 15 CmBhRp.16,872.8018,340.0010Kunci lemari 808.BhRp.6,440.007,000.00D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 1261234511Door holder / pegangan pintu antik / baik.UnitRp.100,740.00109,500.0012Rel pintu dorongUnitRp.115,000.00125,000.0013Engsel Nylon "ARCH" asli pintuBhRp.15,410.0016,750.0014Engsel jendelaBhRp.7,562.408,220.0015Grendel injakBhRp.12,788.0013,900.0016Grendel tanam pintuBhRp.61,097.2066,410.0017Grendel jendelaBhRp.8,602.009,350.0018Door closerBhRp.187,000.00187,000.0019Door STOPBhRp.25,300.0027,500.0020Kait angin sikutan yang baik.PsgRp.16,399.0017,825.0021Hak anginPsgRp.6,976.367,583.00QBAHAN SANITAIR.0.001Kran air "SAN EI"BhRp.39,790.0043,250.002Kran air "AMICO 1/2"BhRp.27,830.0030,250.003Kran air "AMICO 3/4"BhRp.32,752.0035,600.004Pompa air "GOLD STAR"BhRp.331,200.00360,000.005Pompa air "NASIONAL"BhRp.322,000.00350,000.006Floor drains / plastik.BhRp.13,800.0015,000.007Closed Jongkok trassoBhRp.82,800.0090,000.008Closed Jongkok keramic INA warnaBhRp.111,320.00121,000.009Closed duduk monoblock.BhRp.814,660.00885,500.0010Tutup bak mandiBhRp.11,500.0012,500.0011Lem paralonBhRp.5,750.006,250.0012WestafelBhRp.365,000.00375,000.0013Urinoir keramic.BhRp.203,669.60221,380.0014Sumur + pompatangan dragon terpasangUnitRp.989,230.001,075,250.0015Septiktank + resapan komplit 1 M3UnitRp.1,766,400.001,920,000.0016Septiktank + resapan komplit 2 M3UnitRp.5,899,960.006,413,000.0017Septiktank + resapan komplit 6 M3UnitRp.6,489,680.007,054,000.0018Septiktank + resapan komplit 8 M3UnitRp.7,138,280.007,759,000.00RBAHAN ELEKTRIKAL.0.001Pasang listrik /Wirring.TtkRp.73,600.0080,000.002Lampu TL 1 x 10 w PHILIPSBhRp.11,500.0012,500.003Lampu TL 1 x 20 w PHILIPSBhRp.20,240.0022,000.004Lampu TL 1 x 40 w PHILIPSBhRp.27,600.0030,000.005Lampu pijar 40 - 100 w PHILIPSBhRp.8,740.009,500.006IsolatorBhRp.10,626.0011,550.007Las DoofBhRp.2,300.002,500.008Fiting PlafoondBhRp.2,999.203,260.009T dos PVCBhRp.2,336.802,540.0010Stop Kontak "BROCO"BhRp.17,305.2018,810.0011Saklar tunggal "BROCO"BhRp.11,040.0012,000.0012Saklar ganda " BROCO "BhRp.15,640.0017,000.0013Kabel NYA 1000 Volt 1,5 mmM1Rp.3,261.403,545.0014Kabel NYA 1000 Volt 2,5 mmM1Rp.3,400.323,696.0015Kabel NYA 1000 Volt 4 mmM1Rp.4,979.045,412.0016Sekrering Tunggal "LN" biasaBhRp.18,400.0020,000.0017Sekering ganda "LN" biasaBhRp.27,600.0030,000.0018Sekering 1 group + MCBUnitRp.73,416.0079,800.0019Sekering 2 group + MCBUnitRp.104,880.00114,000.0020Sekering 3 group + MCBUnitRp.149,040.00162,000.00D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 127DAFTAR HARGA TERTINGGI UPAH KERJA ORANG per HARINO.URAIAN TENAGASATUANUPAH PERHARI12341MANDOROrg / hrRp.55,000.00061,750.002KEPALA TUKANG GALI TANAHOrg / hrRp.44,000.00046,310.003KEPALA TUKANG BATUOrg / hrRp.44,000.00046,310.004KEPALA TUKANG KAYUOrg / hrRp.44,000.00046,000.005KEPALA TUKANG BESIOrg / hrRp.44,000.00046,310.006KEPALA TUKANG CATOrg / hrRp.44,000.00046,310.007KEPALA TUKANG LISTRIKOrg / hrRp.44,000.00046,000.008TUKANG GALI TANAHOrg / hrRp.0.00043,130.009TUKANG BATUOrg / hrRp.42,000.00043,130.0010TUKANG KAYUOrg / hrRp.42,000.00043,130.0011TUKANG BESIOrg / hrRp.42,000.00043,130.0012TUKANG CATOrg / hrRp.42,000.00043,130.0013TUKANG ASPALOrg / hrRp.42,000.00043,130.0014TUKANG PLITUROrg / hrRp.42,000.00043,130.0015TUKANG LISTRIKOrg / hrRp.42,000.00043,130.0016PEKERJA TUKANG GALI TANAH.Org / hrRp.31,300.00034,500.0017PEMBANTU TUKANG BATUOrg / hrRp.32,750.00034,500.0018PEMBANTU TUKANG KAYUOrg / hrRp.32,750.00034,500.0019PEMBANTU TUKANG CATOrg / hrRp.32,750.00034,500.0020PEMBANTU TUKANG BESIOrg / hrRp.32,750.00034,500.0021PEMBANTU TUKANG LISTRIKOrg / hrRp.32,750.00034,500.0022SOPIR TRUK.Org / hrRp.32,750.00040,250.0023PEJAGA APIOrg / hrRp.32,750.00034,500.0024PEJAGA MALAMOrg / hrRp.40,000.00040,250.00Sidoarjo, Januari 2008.Menyetujui:Disurvey dan disusun oleh :Plt. Kasubdin Tata BangunanStaf Perencanaan Teknik Ta- Ba.Dinas PU Cipta Karya dan PermukimanDinas PU Cipta Karya & PermukimanKabupaten Sidoarjo.Kabupaten Sidoarjo.BUDI UTOMO, ST.MM.K U S D IPenataNip. 110 022 647.D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 128

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SiapMargin top= 18 mmCompres 95 %.2573194101312PEMERINTAH KABUPATEN SIDOARJODINAS P.U.CIPTA KARYA dan PERMUKIMANKABUPATEN SIDOARJO.Jl. AHMAD YANI No.4 .S I D O A R J O.Telp. :(031) 8960982 - FAX - : 8951349ANALISA HARGA TERTINGGI metode S.N.I. 03-2835-2002PEKERJAAN PEMBORONGANPEREODE Bulan JANUARI 2008 ( Semester Pertama )PEKERJAAN PERSIAPAN1.1 m2 Pembersihan Lapangan dan PeralatanUpahAn. SNI ( Revisi ) 6.8.10.100O/hrPekerja@ Rp.32,750.00=Rp3,275.000.050O/hrMandor@ Rp.55,000.00=Rp2,750.00=Rp6,025.00Harga 1 m2=Rp6,025.002.1 m' Pengukuran dan Pasang Papan BowplankBahanAn. SNI ( Revisi ) 6.4.10.012m3Kayu meranti 5/7@ Rp.3,404,000.00=Rp40,848.000.020kgPaku biasa 2" - 5 "@ Rp.10,478.80=Rp209.580.007m3Kayu Papan meranti 3/20@ Rp.3,818,000.00=Rp26,726.00Sub total :=Rp67,783.58UpahAn. SNI ( Revisi ) 6.4.20.100OhTukang Kayu@ Rp.42,000.00=Rp4,200.000.100OhPekerja@ Rp.32,750.00=Rp3,275.000.010OhKepala Tukang@ Rp.44,000.00=Rp440.000.005OhMandor@ Rp.55,000.00=Rp275.00Sub total :=Rp8,190.00Total Upah dan Bahan=Rp75,973.583.1 m' Pagar sementara dari kayu tinggi 2 mBahanAn. SNI ( Revisi ) 6.1.11.250BtgDolken kayu 8-10 / 400 cm@ Rp.3,680.00=Rp4,600.005.500kgSemen Portland@ Rp.829.84=Rp4,564.120.005m3Pasir beton@ Rp.93,610.00=Rp468.050.009m3Koral beton@ Rp.137,126.00=Rp1,234.130.072m3Kayu meranti 5/7@ Rp.3,404,000.00=Rp245,088.000.060kgPaku biasa 2" - 5 "@ Rp.10,478.80=Rp628.730.400LtResidu@ Rp.7,636.00=Rp3,054.40Sub total :=Rp259,637.43UpahAn. SNI ( Revisi ) 6.1.20.200OhTukang Kayu@ Rp.44,000.00=Rp8,800.000.400OhPekerja@ Rp.32,750.00=Rp13,100.000.020OhKepala Tukang@ Rp.44,000.00=Rp880.000.020OhMandor@ Rp.55,000.00=Rp1,100.00Sub total :=Rp23,880.00Total Upah dan Bahan=Rp283,517.43D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 141 m' Pagar sementara dari kawat duri tinggi 1.8 mBahanAn. SNI ( Revisi ) 6.3.11.250BtgDolken kayu 8-10 / 400 cm@ Rp.3,680.00=Rp4,600.002.000kgSemen Portland@ Rp.829.84=Rp1,659.6825.000kgKawat duri@ Rp.6,808.00=Rp170,200.000.005m3Pasir beton@ Rp.93,610.00=Rp468.050.009m3Koral beton@ Rp.137,126.00=Rp1,234.130.060kgPaku biasa 2" - 5 "@ Rp.10,478.80=Rp628.73Sub total :=Rp178,790.59UpahAn. SNI ( Revisi ) 6.3.20.200OhTukang Kayu@ Rp.44,000.00=Rp8,800.000.300OhPekerja@ Rp.32,750.00=Rp9,825.000.020OhKepala Tukang@ Rp.44,000.00=Rp880.000.020OhMandor@ Rp.55,000.00=Rp1,100.00Sub total :=Rp20,605.00Total Upah dan Bahan=Rp199,395.5951 m2 Pembuatan kantor sementara, dengan lantai plesteran (Direksi keet)BahanAn. SNI ( Revisi ) 6.5.11.250BtgDolken kayu 8-10 / 400 cm@ Rp.3,680.00=Rp4,600.000.180m3Kayu meranti 5/7@ Rp.3,404,000.00=Rp612,720.000.850kgPaku biasa 2" - 5 "@ Rp.10,478.80=Rp8,906.981.100kgBesi strip@ Rp.10,166.00=Rp11,182.6035.000kgSemen Portland@ Rp.829.84=Rp29,044.400.150m3Pasir pasang@ Rp.90,684.40=Rp13,602.660.100m3Pasir beton@ Rp.93,610.00=Rp9,361.000.150m3Koral beton@ Rp.137,126.00=Rp20,568.9030.000BhBata merah@ Rp.270.00=Rp8,100.000.250LbrSeng plat@ Rp.62,560.00=Rp15,640.002.000m2Jendela nako@ Rp.16,100.00=Rp32,200.000.080m2Kaca polos@ Rp.56,396.00=Rp4,511.680.150BhKunci tanam@ Rp.82,800.00=Rp12,420.000.060LbrPlaywood 4mm@ Rp.54,142.00=Rp3,248.52Sub total :=Rp786,106.74UpahAn. SNI ( Revisi ) 6.5.22.000OhTukang Kayu@ Rp.44,000.00=Rp88,000.001.000OhTukang batu@ Rp.42,000.00=Rp42,000.001.000OhPekerja@ Rp.32,750.00=Rp32,750.000.300OhKepala Tukang@ Rp.44,000.00=Rp13,200.000.050OhMandor@ Rp.55,000.00=Rp2,750.00Sub total :=Rp178,700.00Total Upah dan Bahan=Rp964,806.7461 m2 Pembuatan gudang semen dan alat-alatBahanAn. SNI ( Revisi ) 6.6.11.700BtgDolken kayu 8-10 / 400 cm@ Rp.3,680.00=Rp6,256.000.210m3Kayu meranti 5/7@ Rp.3,404,000.00=Rp714,840.000.300kgPaku biasa 2" - 5 "@ Rp.10,478.80=Rp3,143.6410.500kgSemen Portland@ Rp.41,492.00=Rp435,666.000.030m3Pasir beton@ Rp.93,610.00=Rp2,808.300.050m3Koral beton@ Rp.137,126.00=Rp6,856.301.500LbrSeng gelombang bljs 32@ Rp.32,200.00=Rp48,300.00Sub total :=Rp1,217,870.24D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 2UpahAn. SNI ( Revisi ) 6.6.22.000OhTukang Kayu@ Rp.44,000.00=Rp88,000.001.000OhPekerja@ Rp.32,750.00=Rp32,750.000.200OhKepala Tukang@ Rp.44,000.00=Rp8,800.000.050OhMandor@ Rp.55,000.00=Rp2,750.00Sub total :=Rp132,300.00Total Upah dan Bahan=Rp1,350,170.2471 m2 Pembuatan rumah jaga/konstruksi kayuBahanAn. SNI ( Revisi ) 6.7.13.000BtgDolken kayu 8-10 / 400 cm@ Rp.3,680.00=Rp11,040.000.276m3Kayu meranti 5/7@ Rp.3,404,000.00=Rp939,504.000.700kgPaku biasa 2" - 5 "@ Rp.10,478.80=Rp7,335.161.500LbrSeng gelombang bljs 32@ Rp.32,200.00=Rp48,300.00Sub total :=Rp1,006,179.16UpahAn. SNI ( Revisi ) 6.7.21.500OhTukang Kayu@ Rp.44,000.00=Rp66,000.001.000OhPekerja@ Rp.32,750.00=Rp32,750.000.150OhKepala Tukang@ Rp.44,000.00=Rp6,600.000.050OhMandor@ Rp.55,000.00=Rp2,750.00Sub total :=Rp108,100.00Total Upah dan Bahan=Rp1,114,279.1681 m2 Pembuatan bedeng buruhBahanAn. SNI ( Revisi ) 6.9.11.250BtgDolken kayu 8-10 / 400 cm@ Rp.3,680.00=Rp4,600.000.186m3Kayu meranti 5/7@ Rp.3,404,000.00=Rp633,144.000.300kgPaku biasa 2" - 5 "@ Rp.10,478.80=Rp3,143.6418.000kgSemen Portland@ Rp.41,492.00=Rp746,856.000.030m3Pasir beton@ Rp.93,610.00=Rp2,808.300.050m3Koral beton@ Rp.137,126.00=Rp6,856.301.500LbrSeng gelombang bljs 32@ Rp.32,200.00=Rp48,300.001.350LbrPlaywood 4mm@ Rp.54,142.00=Rp73,091.70Sub total :=Rp1,518,799.94UpahAn. SNI ( Revisi ) 6.9.22.000OhTukang Kayu@ Rp.44,000.00=Rp88,000.001.000OhPekerja@ Rp.32,750.00=Rp32,750.000.200OhKepala Tukang@ Rp.44,000.00=Rp8,800.000.050OhMandor@ Rp.55,000.00=Rp2,750.00Sub total :=Rp132,300.00Total Upah dan Bahan=Rp1,651,099.9491 m2 Pembuatan bak adukan ukuran ( 40 x 50 x 25 ) cmBahanAn. SNI ( Revisi ) 6.10.10.036m3Kayu Terentang / meranti@ Rp.3,818,000.00=Rp137,448.000.080kgPaku biasa 2" - 5 "@ Rp.10,478.80=Rp838.301.000BtgKaso meranti 5/7@ Rp.54,000.00=Rp54,000.00Sub total :=Rp192,286.30UpahAn. SNI ( Revisi ) 6.10.20.300OhTukang Kayu@ Rp.44,000.00=Rp13,200.000.0015OhMandor@ Rp.55,000.00=Rp82.50Sub total :=Rp13,200.00Total Upah dan Bahan=Rp205,486.30D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 3101 m2 Pembuatan stegger dari bambuBahanAn. SNI ( Revisi ) 6.11.11.000BtgBambu 6 - 10 / 600 cm@ Rp.20,000.00=Rp20,000.000.250KgTali ijuk@ Rp.5,372.80=Rp1,343.20Sub total :=Rp21,343.20UpahAn. SNI ( Revisi ) 6.11.20.250OhTukang Kayu@ Rp.44,000.00=Rp11,000.000.002OhKepala Tukang@ Rp.44,000.00=Rp88.000.017OhPekerja@ Rp.32,750.00=Rp556.750.013OhMandor@ Rp.55,000.00=Rp715.00Sub total :=Rp12,359.75Total Upah dan Bahan=Rp33,702.95111 m2 Pembuatan jalan sementaraBahanAn. SNI ( Revisi ) 6.12.10.150m3Batu belah 15/20@ Rp.92,000.00=Rp13,800.000.090m3Batu pecah 5/7@ Rp.108,713.64=Rp9,784.230.010m3Pasir pasang@ Rp.90,684.40=Rp906.84Sub total :=Rp24,491.07UpahAn. SNI ( Revisi ) 6.12.21.000OhPekerja@ Rp.32,750.00=Rp32,750.000.050OhMandor@ Rp.55,000.00=Rp2,750.00Sub total :=Rp35,500.00Total Upah dan Bahan=Rp59,991.07121 m3 Bongkaran beton bertulangUpahAn. SNI ( Revisi ) 6.13.16.667OhPekerja@ Rp.32,750.00=Rp218,344.250.333OhMandor@ Rp.55,000.00=Rp18,315.00Sub total :=Rp236,659.25Total Upah=Rp236,659.25131 m3 Bongkaran dinding tembok bata merahUpahAn. SNI ( Revisi ) 6.14.1+ membuat6.667OhPekerja@ Rp.32,750.00=Rp218,344.250.033OhMandor@ Rp.55,000.00=Rp1,815.00Sub total :=Rp220,159.25Total Upah=Rp220,159.25141 m' Pagar sementara dari seng gelombang tinggi 2 mBahanAn. SNI ( Revisi ) 6.2.11.250BtgDolken kayu 8-10 / 400 cm@ Rp.3,680.00=Rp4,600.002.500kgSemen Portland@ Rp.829.84=Rp2,074.601.200LbrSeng gelombang 3" - 5"@ Rp.32,200.00=Rp38,640.000.005m3Pasir beton@ Rp.93,610.00=Rp468.050.009m3Koral beton@ Rp.137,126.00=Rp1,234.130.072m3Kayu meranti 5/7@ Rp.3,404,000.00=Rp245,088.000.060kgPaku biasa 2" - 5 "@ Rp.10,478.80=Rp628.730.450kgMeni besi@ Rp.12,420.00=Rp5,589.00Sub total :=Rp298,322.51UpahAn. SNI ( Revisi ) 6.2.20.200OhTukang Kayu@ Rp.44,000.00=Rp8,800.00D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 40.400OhPekerja@ Rp.32,750.00=Rp13,100.000.020OhKepala Tukang@ Rp.44,000.00=Rp880.000.020OhMandor@ Rp.55,000.00=Rp1,100.00Sub total :=Rp23,880.00Total Upah dan Bahan=Rp322,202.5115.1 m' Pasang pagar kawat jaring galvanis(Harmonikaq), tinggi 1 meter.BahanAn. SNI ( Revisi ) 6.15.10.434LbrPagar kawat jaring@ Rp.19,044.00=Rp8,265.10Sub total :=Rp8,265.10UpahAn. SNI ( Revisi ) 6.15.20.042OhPekerja@ Rp.32,750.00=Rp1,375.500.004OhKepala Tukang@ Rp.44,000.00=Rp176.000.042OhTukang@ Rp.44,000.00=Rp1,848.000.002OhMandor@ Rp.55,000.00=Rp110.00Sub total :=Rp3,509.50Total Upah dan Bahan=Rp11,774.6016.1 m' Pasang pagar beton pracetak ( 5 x 50 x 213 ) cm tinggi 1 meterBahanAn. SNI ( Revisi ) 6.16.10.986LbrPanel beton pracetak@ Rp.197,025.00=Rp194,266.65197,025.000.525BtgKolom beton pracetak@ Rp.127,650.00=Rp67,016.2563,825.000.074m3Pasir beton@ Rp.93,610.00=Rp6,927.140.146m3Koral 2/3@ Rp.137,126.00=Rp20,020.4045.000KgSemen abu-abu@ Rp.829.84=Rp37,342.80Sub total :=Rp325,573.24UpahAn. SNI ( Revisi ) 6.16.20.125OhTukang batu@ Rp.42,000.00=Rp5,250.000.375OhPekerja@ Rp.32,750.00=Rp12,281.250.012OhKepala tukang@ Rp.44,000.00=Rp528.000.019OhMandor@ Rp.55,000.00=Rp1,045.00Sub total :=Rp19,104.25Total Upah dan Bahan=Rp344,677.49D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 5

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Tanah25731941011212PEKERJAAN TANAH1.1 m3Galian Untuk Tanah Biasa sedalam 1 mUpahAn. SNI ( Revisi ) 6.1.10.400OhPekerja@ Rp.32,750.00= Rp.13,100.000.040OhMandor@ Rp.55,000.00= Rp.2,200.00= Rp.15,300.00Total Upah= Rp15,300.002.1 m3Galian Untuk Tanah Biasa sedalam 2 mUpahAn. SNI ( Revisi ) 6.2.10.526OhPekerja@ Rp.32,750.00= Rp.17,226.500.052OhMandor@ Rp.55,000.00= Rp.2,860.00= Rp.20,086.50Total Upah= Rp20,086.503.1 m3Galian Untuk Tanah Biasa sedalam 3 mUpahAn. SNI ( Revisi ) 6.3.10.735OhPekerja@ Rp.32,750.00= Rp.24,071.250.073OhMandor@ Rp.55,000.00= Rp.4,015.00= Rp.28,086.25Total Upah= Rp28,086.254.1 m3Galian Untuk Tanah keras sedalam 1 mUpahAn. SNI ( Revisi ) 6.4.10.625OhPekerja@ Rp.32,750.00= Rp.20,468.750.062OhMandor@ Rp.55,000.00= Rp.3,410.00= Rp.23,878.75Total Upah= Rp23,878.755.1 m3Galian Untuk Tanah cadas sedalam 1 mUpahAn. SNI ( Revisi ) 6.5.11.250OhPekerja@ Rp.32,750.00= Rp.40,937.500.125OhMandor@ Rp.55,000.00= Rp.6,875.00= Rp.47,812.50Total Upah= Rp47,812.506.1 m3Galian Untuk Tanah lumpur sedalam 1 mUpahAn. SNI ( Revisi ) 6.6.10.825OhPekerja@ Rp.32,750.00= Rp.27,018.750.082OhMandor@ Rp.55,000.00= Rp.4,510.00= Rp.31,528.75Total Upah= Rp31,528.757.1 m2Pekerjaan stripping setinggi 1 mUpahAn. SNI ( Revisi ) 6.7.10.050OhPekerja@ Rp.32,750.00= Rp.1,637.500.005OhMandor@ Rp.55,000.00= Rp.275.00Sub total := Rp.1,912.50Total Upah= Rp1,912.508.1 m3Pembuangan tanah sejauh 150 mUpahAn. SNI ( Revisi ) 6.8.10.516OhPekerja@ Rp.32,750.00= Rp.16,899.00D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 60.050OhMandor@ Rp.55,000.00= Rp.2,750.00Sub total := Rp.19,649.00Total Upah= Rp19,649.009.1 m3Urugan kembaliUpahAn. SNI ( Revisi ) 6.9.10.192OhPekerja@ Rp.32,750.00= Rp.6,288.000.019OhMandor@ Rp.55,000.00= Rp.1,045.00Sub total := Rp.7,333.00Total Upah= Rp7,333.0010.1 m3Pemadatan tanah konvensional.UpahAn. SNI ( Revisi ) 6.10.10.500OhPekerja@ Rp.32,750.00= Rp.16,375.000.050OhMandor@ Rp.55,000.00= Rp.2,750.00Sub total := Rp.19,125.00Total Upah= Rp19,125.0011.1 m3Urugan pasir dengan pasir urug.BahanAn. SNI ( Revisi ) 6.11.11.200m3Pasir urug@ Rp.74,520.00= Rp.89,424.00Sub total := Rp.89,424.00UpahAn. SNI ( Revisi ) 6.11.20.300OhPekerja@ Rp.32,750.00= Rp.9,825.000.0100OhMandor@ Rp.55,000.00= Rp.550.00Sub total := Rp.10,375.00Total Upah + bahan= Rp99,799.0012.1 m3Lapisan pudel campuran 1 Kp : 3 Ps : 7 Tnh liat.BahanAn. SNI ( Revisi ) 6.12.10.330m3Pasir urug@ Rp.74,520.00= Rp.24,591.600.109m3Kapur padam@ Rp.450,174.40= Rp.49,069.010.763m3tanah urug / tanah liat@ Rp.39,100.00= Rp.29,833.30Sub total := Rp.103,493.91UpahAn. SNI ( Revisi ) 6.12.20.833OhPekerja@ Rp.32,750.00= Rp.27,280.750.416OhTukang batu@ Rp.42,000.00= Rp.17,472.000.040OhKepala tukang@ Rp.44,000.00= Rp.1,760.000.0830OhMandor@ Rp.55,000.00= Rp.4,565.00Sub total := Rp.51,077.75Total Upah + bahan= Rp154,571.6613.1 m3Lapisan pudel campuran 1 Kp : 5 Tnh liatBahanAn. SNI ( Revisi ) 6.13.10.200m3Kapur padam@ Rp.450,174.40= Rp.90,034.881.000m3tanah urug / tanah liat@ Rp.39,100.00= Rp.39,100.00Sub total := Rp.129,134.88UpahAn. SNI ( Revisi ) 6.13.20.833OhPekerja@ Rp.32,750.00= Rp.27,280.750.416OhTukang batu@ Rp.42,000.00= Rp.17,472.000.041OhKepala tukang@ Rp.44,000.00= Rp.1,804.000.081OhMandor@ Rp.55,000.00= Rp.4,455.00Sub total := Rp.51,011.75Total Upah + bahan= Rp180,146.63D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 714.1 m3Pemasangan lapisan ijukBahanAn. SNI ( Revisi ) 6.14.11.200m3Ijuk@ Rp.4,029,600.00= Rp.4,835,520.00Sub total := Rp.4,835,520.00UpahAn. SNI ( Revisi ) 6.14.20.150OhPekerja@ Rp.32,750.00= Rp.4,912.500.015OhMandor@ Rp.55,000.00= Rp.825.00Sub total := Rp.5,737.50Total Upah + bahan= Rp4,841,257.5015.1 m2 Pembuatan jalan sementara, tebal 25 cmBahanAn. SNI ( Revisi ) 6.17.10.250m3Batu belah@ Rp.92,000.00= Rp.23,000.000.030m3Kerikil@ Rp.174,570.00= Rp.5,237.100.050m3Pasir pasang@ Rp.90,684.40= Rp.4,534.22Sub total := Rp.32,771.32UpahAn. SNI ( Revisi ) 6.17.21.000OhPekerja@ Rp.32,750.00= Rp.32,750.000.100OhMandor@ Rp.55,000.00= Rp.5,500.00Sub total := Rp.38,250.00Total Upah + bahan= Rp71,021.32MENGURUG DENGAN SIRTUTANPA PEMADATAN DAN CUKUP DIGELAR / DIRATAKAN DENGAN TENAGA MANUSIA.161 m3Urugan sirtuBahanAn. SNI ( Revisi ) 6.15.11.200m3Sirtu@ Rp.39,100.00= Rp.46,920.00Sub total := Rp.46,920.00UpahAn. SNI ( Revisi ) 6.15.20.250OhPekerja@ Rp.32,750.00= Rp.8,187.500.025OhMandor@ Rp.55,000.00= Rp.1,375.00Sub total := Rp.9,562.50Total Upah + bahan= Rp56,482.50D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 8MENGURUG DENGAN SIRTU UNTUK PARTAI BESAR ( DIATAS 200 m3 )DENGAN ARMADA TRUK TRONTON + PEMADATAN DENGAN DOSER..1 - Menguruk sirtu per M3 (An- SNI -revisi 6.15.)(Jarak dengan penggambilan sirtu +/- 10 Km)BahanAn. SNI ( Revisi ) 6.15.1= Rp.46,920.00UpahAn. SNI ( Revisi ) 6.15.2= Rp.9,562.50Sub total := Rp.56,482.501Biaya transportasi.1,500.00= Rp.1,500.00Total Biaya / M3= Rp57,982.502 - Menguruk sirtu per M3 (An- SNI -revisi 6.15.)(Jarak dengan penggambilan sirtu +/- 20 Km)BahanAn. SNI ( Revisi ) 6.15.1= Rp.46,920.00UpahAn. SNI ( Revisi ) 6.15.2= Rp.9,562.50Sub total := Rp.56,482.502Biaya transportasi.1,750.00= Rp.3,062.50Total Biaya / M3= Rp59,545.003 - Menguruk sirtu per M3 (An- SNI -revisi 6.15.)(Jarak dengan penggambilan sirtu +/- 30 Km)BahanAn. SNI ( Revisi ) 6.15.1= Rp.46,920.00UpahAn. SNI ( Revisi ) 6.15.2= Rp.9,562.50Sub total := Rp.56,482.503Biaya transportasi.1,500.00= Rp.3,750.00Total Biaya / M3= Rp60,232.504 - Menguruk sirtu per M3 (An- SNI -revisi 6.15.)(Jarak dengan penggambilan sirtu +/- 40 Km)BahanAn. SNI ( Revisi ) 6.15.1= Rp.46,920.00UpahAn. SNI ( Revisi ) 6.15.2= Rp.9,562.50Sub total := Rp.56,482.503Biaya transportasi.1,500.00= Rp.4,875.00Total Biaya / M3= Rp61,357.505 - Menguruk sirtu per M3 (An- SNI -revisi 6.15.)(Jarak dengan penggambilan sirtu +/- 50 Km)BahanAn. SNI ( Revisi ) 6.15.1= Rp.46,920.00UpahAn. SNI ( Revisi ) 6.15.2= Rp.9,562.50Sub total := Rp.56,482.504Biaya transportasi.1,750.00= Rp.7,000.00Total Biaya / M3= Rp63,482.506 - Menguruk sirtu per M3 (An- SNI -revisi 6.15.)(Jarak dengan penggambilan sirtu +/- 60 Km)BahanAn. SNI ( Revisi ) 6.15.1= Rp.46,920.00UpahAn. SNI ( Revisi ) 6.15.2= Rp.9,562.50Sub total := Rp.56,482.505Biaya transportasi.1,750.00= Rp.8,312.50Total Biaya / M3= Rp64,795.00D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 9MENGURUG DENGAN SIRTU UNTUK PARTAI KECIL ( KURANG DARI 200 m3 )DENGAN ANGKUTAN TRUK DISEL 3/4. TANPA PEMADATAN (Cukup digelar dan diratakan)1.342901 - Menguruk sirtu per M3 (An- SNI -revisi 6.15.)(Jarak dengan penggambilan sirtu +/- 10 Km)1.34290BahanAn. SNI ( Revisi ) 6.15.1= Rp.46,920.00UpahAn. SNI ( Revisi ) 6.15.2= Rp.9,562.50Sub total := Rp.56,482.501Biaya transportasi.1,500.00= Rp.2,013.00Total Biaya / M3= Rp58,495.502 - Menguruk sirtu per M3 (An- SNI -revisi 6.15.)(Jarak dengan penggambilan sirtu +/- 20 Km)BahanAn. SNI ( Revisi ) 6.15.1= Rp.46,920.00UpahAn. SNI ( Revisi ) 6.15.2= Rp.9,562.50Sub total := Rp.56,482.503Biaya transportasi.1,750.00= Rp.4,637.50Total Biaya / M3= Rp61,120.003 - Menguruk sirtu per M3 (An- SNI -revisi 6.15.)(Jarak dengan penggambilan sirtu +/- 30 Km)BahanAn. SNI ( Revisi ) 6.15.1= Rp.46,920.00UpahAn. SNI ( Revisi ) 6.15.2= Rp.9,562.50Sub total := Rp.56,482.504Biaya transportasi.1,500.00= Rp.5,325.00Total Biaya / M3= Rp61,807.504 - Menguruk sirtu per M3 (An- SNI -revisi 6.15.)(Jarak dengan penggambilan sirtu +/- 40 Km)BahanAn. SNI ( Revisi ) 6.15.1= Rp.46,920.00UpahAn. SNI ( Revisi ) 6.15.2= Rp.9,562.50Sub total := Rp.56,482.504Biaya transportasi.1,500.00= Rp.6,675.00Total Biaya / M3= Rp63,157.505 - Menguruk sirtu per M3 (An- SNI -revisi 6.15.)(Jarak dengan penggambilan sirtu +/- 50 Km)BahanAn. SNI ( Revisi ) 6.15.1= Rp.46,920.00UpahAn. SNI ( Revisi ) 6.15.2= Rp.9,562.50Sub total := Rp.56,482.505Biaya transportasi.1,750.00= Rp.9,362.50Total Biaya / M3= Rp65,845.006 - Menguruk sirtu per M3 (An- SNI -revisi 6.15.)(Jarak dengan penggambilan sirtu +/- 60 Km)BahanAn. SNI ( Revisi ) 6.15.1= Rp.46,920.00UpahAn. SNI ( Revisi ) 6.15.2= Rp.9,562.50Sub total := Rp.56,482.506Biaya transportasi.1,750.00= Rp.10,937.50Total Biaya / M3= Rp67,420.00D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 10

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Ponds25731941011212PEKERJAAN PONDASI1.1 m3 Pasang pondasi batu kosong (Aanstamping)BahanAn. SNI ( Revisi ) 6.14.11.200m3Batu belah ( 15/20 )@ Rp.92,000.00=Rp110,400.000.300m3Pasir urug@ Rp.74,520.00=Rp22,356.00Sub total :=Rp132,756.00UpahAn. SNI ( Revisi ) 6.14.20.780OhPekerja@ Rp.32,750.00=Rp25,545.000.390OhTukang batu@ Rp.42,000.00=Rp16,380.000.039OhKepala tukang@ Rp.44,000.00=Rp1,716.000.039OhMandor@ Rp.55,000.00=Rp2,145.00Sub total :=Rp45,786.00Total upah+bahan :=Rp178,542.002.1 m3 Pasang pondasi batu kali 1 Pc : 1 PsBahanAn. SNI ( Revisi ) 6.1.11.200m3Batu belah ( 15/20 )@ Rp.92,000.00=Rp110,400.00392.000KgSemen porland@ Rp.829.84=Rp325,297.280.314m3Pasir pasang@ Rp.90,684.40=Rp28,474.90Sub total :=Rp464,172.18UpahAn. SNI ( Revisi ) 6.1.21.500OhPekerja@ Rp.32,750.00=Rp49,125.000.600OhTukang batu@ Rp.42,000.00=Rp25,200.000.060OhKepala tukang@ Rp.44,000.00=Rp2,640.000.075OhMandor@ Rp.55,000.00=Rp4,125.00Sub total :=Rp81,090.00Total upah+bahan :=Rp545,262.183.1 m3 Pasang pondasi batu kali 1 Pc : 2 PsBahanAn. SNI ( Revisi ) 6.2.11.100m3Batu belah ( 15/20 )@ Rp.92,000.00=Rp101,200.00267.000KgSemen porland@ Rp.829.84=Rp221,567.280.427m3Pasir pasang@ Rp.90,684.40=Rp38,722.24Sub total :=Rp361,489.52UpahAn. SNI ( Revisi ) 6.2.21.500OhPekerja@ Rp.32,750.00=Rp49,125.000.600OhTukang batu@ Rp.42,000.00=Rp25,200.000.060OhKepala tukang@ Rp.44,000.00=Rp2,640.000.075OhMandor@ Rp.55,000.00=Rp4,125.00Sub total :=Rp81,090.00Total upah+bahan :=Rp442,579.524.1 m3 Pasang pondasi batu kali 1 Pc : 2.5 PsBahanAn. SNI ( Revisi ) 6.3.11.100m3Batu belah ( 15/20 )@ Rp.92,000.00=Rp101,200.00234.500KgSemen porland@ Rp.829.84=Rp194,597.480.400m3Pasir pasang@ Rp.90,684.40=Rp36,228.42Sub total :=Rp332,025.90UpahAn. SNI ( Revisi ) 6.3.21.500OhPekerja@ Rp.32,750.00=Rp49,125.000.600OhTukang batu@ Rp.42,000.00=Rp25,200.000.060OhKepala tukang@ Rp.44,000.00=Rp2,640.000.075OhMandor@ Rp.55,000.00=Rp4,125.00Sub total :=Rp81,090.00Total upah+bahan :=Rp413,115.90D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 115.1 m3 Pasang pondasi batu kali 1 Pc : 3 PsBahanAn. SNI ( Revisi ) 6.4.11.100m3Batu belah ( 15/20 )@ Rp.92,000.00=Rp101,200.00202.000KgSemen porland@ Rp.829.84=Rp167,627.680.485m3Pasir pasang@ Rp.90,684.40=Rp43,981.93Sub total :=Rp312,809.61UpahAn. SNI ( Revisi ) 6.4.21.500OhPekerja@ Rp.32,750.00=Rp49,125.000.600OhTukang batu@ Rp.42,000.00=Rp25,200.000.060OhKepala tukang@ Rp.44,000.00=Rp2,640.000.075OhMandor@ Rp.55,000.00=Rp4,125.00Sub total :=Rp81,090.00Total upah+bahan :=Rp393,899.616.1 m3 Pasang pondasi batu kali 1 Pc : 4 PsBahanAn. SNI ( Revisi ) 6.5.11.100m3Batu belah ( 15/20 )@ Rp.92,000.00=Rp101,200.00163.000KgSemen porland@ Rp.829.84=Rp135,263.920.520m3Pasir pasang@ Rp.90,684.40=Rp47,155.89Sub total :=Rp283,619.81UpahAn. SNI ( Revisi ) 6.5.21.500OhPekerja@ Rp.32,750.00=Rp49,125.000.600OhTukang batu@ Rp.42,000.00=Rp25,200.000.060OhKepala tukang@ Rp.44,000.00=Rp2,640.000.075OhMandor@ Rp.55,000.00=Rp4,125.00Sub total :=Rp81,090.00Total upah+bahan :=Rp364,709.817.1 m3 Pasang pondasi batu kali 1 Pc : 5 PsBahanAn. SNI ( Revisi ) 6.6.11.100m3Batu belah ( 15/20 )@ Rp.92,000.00=Rp101,200.00136.000KgSemen porland@ Rp.829.84=Rp112,858.240.544m3Pasir pasang@ Rp.90,684.40=Rp49,332.31Sub total :=Rp263,390.55UpahAn. SNI ( Revisi ) 6.6.21.500OhPekerja@ Rp.32,750.00=Rp49,125.000.600OhTukang batu@ Rp.42,000.00=Rp25,200.000.060OhKepala tukang@ Rp.44,000.00=Rp2,640.000.075OhMandor@ Rp.55,000.00=Rp4,125.00Sub total :=Rp81,090.00Total upah+bahan :=Rp344,480.558.1 m3 Pasang pondasi batu kali 1 Pc : 6 PsBahanAn. SNI ( Revisi ) 6.7.11.100m3Batu belah ( 15/20 )@ Rp.92,000.00=Rp101,200.00117.000KgSemen porland@ Rp.829.84=Rp97,091.280.561m3Pasir pasang@ Rp.90,684.40=Rp50,873.95Sub total :=Rp249,165.23UpahAn. SNI ( Revisi ) 6.7.21.500OhPekerja@ Rp.32,750.00=Rp49,125.000.600OhTukang batu@ Rp.42,000.00=Rp25,200.000.060OhKepala tukang@ Rp.44,000.00=Rp2,640.000.075OhMandor@ Rp.55,000.00=Rp4,125.00Sub total :=Rp81,090.00Total upah+bahan :=Rp330,255.23D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 129.1 m3 Pasang pondasi batu kali 1 Pc : 8 PsBahanAn. SNI ( Revisi ) 6.8.11.100m3Batu belah ( 15/20 )@ Rp.92,000.00=Rp101,200.0091.000KgSemen porland@ Rp.829.84=Rp75,515.440.561m3Pasir pasang@ Rp.90,684.40=Rp50,873.95Sub total :=Rp227,589.39UpahAn. SNI ( Revisi ) 6.8.21.500OhPekerja@ Rp.32,750.00=Rp49,125.000.600OhTukang batu@ Rp.42,000.00=Rp25,200.000.060OhKepala tukang@ Rp.44,000.00=Rp2,640.000.075OhMandor@ Rp.55,000.00=Rp4,125.00Sub total :=Rp81,090.00Total upah+bahan :=Rp308,679.3910.1 m3 Pasang pondasi batu kali 1 Kp : 1 Sm : 1 PsBahanAn. SNI ( Revisi ) 6.9.11.100m3Batu belah ( 15/20 )@ Rp.92,000.00=Rp101,200.000.229m3Kapur pasang@ Rp.450,174.40=Rp103,089.940.229m3Semen merah@ Rp.138,000.00=Rp31,602.000.544m3Pasir pasang@ Rp.90,684.40=Rp49,332.31Sub total :=Rp285,224.25UpahAn. SNI ( Revisi ) 6.9.21.500OhPekerja@ Rp.32,750.00=Rp49,125.000.600OhTukang batu@ Rp.42,000.00=Rp25,200.000.060OhKepala tukang@ Rp.44,000.00=Rp2,640.000.075OhMandor@ Rp.55,000.00=Rp4,125.00Sub total :=Rp81,090.00Total upah+bahan :=Rp366,314.2511.1 m3 Pasang pondasi batu kali 1 Kp : 1 Sm : 2 PsBahanAn. SNI ( Revisi ) 6.10.11.100m3Batu belah ( 15/20 )@ Rp.92,000.00=Rp101,200.000.170m3Kapur pasang@ Rp.450,174.40=Rp76,529.650.170m3Semen merah@ Rp.138,000.00=Rp23,460.000.340m3Pasir pasang@ Rp.90,684.40=Rp30,832.70Sub total :=Rp232,022.34UpahAn. SNI ( Revisi ) 6.10.21.500OhPekerja@ Rp.32,750.00=Rp52,500.000.600OhTukang batu@ Rp.42,000.00=Rp33,000.000.060OhKepala tukang@ Rp.35,000.00=Rp2,100.000.075OhMandor@ Rp.55,000.00=Rp4,125.00Sub total :=Rp91,725.00Total upah+bahan :=Rp323,747.3412.1 m3 Pasang pondasi batu kali 1 Pc : 1/4 Kp : 4 PsBahanAn. SNI ( Revisi ) 6.11.11.100m3Batu belah ( 15/20 )@ Rp.92,000.00=Rp101,200.00156.000KgSemen portland@ Rp.829.84=Rp129,455.040.032m3Kapur pasang@ Rp.450,174.40=Rp14,405.580.584m3Pasir pasang@ Rp.90,684.40=Rp52,959.69Sub total :=Rp298,020.31UpahAn. SNI ( Revisi ) 6.11.21.500OhPekerja@ Rp.32,750.00=Rp52,500.000.600OhTukang batu@ Rp.42,000.00=Rp33,000.000.060OhKepala tukang@ Rp.35,000.00=Rp2,100.00D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 130.075OhMandor@ Rp.55,000.00=Rp4,125.00Sub total :=Rp91,725.00Total upah+bahan :=Rp389,745.3113.1 m3 Pasang pondasi batu kali 1 Pc : 3 Kp : 10 PsBahanAn. SNI ( Revisi ) 6.12.11.100m3Batu belah ( 15/20 )@ Rp.92,000.00=Rp101,200.0061.000KgSemen portland@ Rp.829.84=Rp50,620.240.147m3Kapur pasang@ Rp.450,174.40=Rp66,175.640.492m3Pasir pasang@ Rp.90,684.40=Rp44,616.72Sub total :=Rp262,612.60UpahAn. SNI ( Revisi ) 6.12.21.500OhPekerja@ Rp.32,750.00=Rp52,500.000.600OhTukang batu@ Rp.42,000.00=Rp33,000.000.060OhKepala tukang@ Rp.35,000.00=Rp2,100.000.075OhMandor@ Rp.55,000.00=Rp4,125.00Sub total :=Rp91,725.00Total upah+bahan :=Rp354,337.6014.1 m3 Pasang pondasi batu kali 1/4 Pc : 1 Kp : 4 PsBahanAn. SNI ( Revisi ) 6.13.11.100m3Batu belah ( 15/20 )@ Rp.92,000.00=Rp101,200.0041.000KgSemen portland@ Rp.829.84=Rp34,023.440.131m3Kapur pasang@ Rp.450,174.40=Rp58,972.850.523m3Pasir pasang@ Rp.90,684.40=Rp47,427.94Sub total :=Rp241,624.23UpahAn. SNI ( Revisi ) 6.13.21.500OhPekerja@ Rp.32,750.00=Rp49,125.000.600OhTukang batu@ Rp.42,000.00=Rp25,200.000.060OhKepala tukang@ Rp.35,000.00=Rp2,100.000.075OhMandor@ Rp.55,000.00=Rp4,125.00Sub total :=Rp80,550.00Total upah+bahan :=Rp322,174.2315.1 m3 Pasang pondasi siklop 40 % batu kaliBahanAn. SNI ( Revisi ) 6.15.175.000KgBesi beton@ Rp.8,740.00=Rp655,500.00202.000KgSemen portland@ Rp.829.84=Rp167,627.680.320m3Pasir beton@ Rp.93,610.00=Rp29,955.200.490m3Koral beton@ Rp.137,126.00=Rp67,191.740.800KgKawat beton@ Rp.10,764.00=Rp8,611.20Sub total :=Rp928,885.82UpahAn. SNI ( Revisi ) 6.15.23.000OhPekerja@ Rp.32,750.00=Rp98,250.000.850OhTukang batu@ Rp.42,000.00=Rp35,700.000.085OhKepala tukang@ Rp.35,000.00=Rp2,975.000.150OhMandor@ Rp.55,000.00=Rp8,250.00Sub total :=Rp145,175.00Total upah+bahan :=Rp1,074,060.8216.1 m3 Pasang pondasi sumuran 100 cmBahanAn. SNI ( Revisi ) 6.16.10.450m3Batu belah ( 15/20 )@ Rp.92,000.00=Rp41,400.00280.000KgSemen portland@ Rp.829.84=Rp232,355.200.450m3Pasir beton@ Rp.93,610.00=Rp42,124.50D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 14Halaman : 130.670m3Koral beton@ Rp.137,126.00=Rp91,874.42Sub total :=Rp407,754.12UpahAn. SNI ( Revisi ) 6.16.22.380OhPekerja@ Rp.32,750.00=Rp77,945.000.300OhTukang batu@ Rp.42,000.00=Rp12,600.000.030OhKepala tukang@ Rp.35,000.00=Rp1,050.000.080OhMandor@ Rp.55,000.00=Rp4,400.00Sub total :=Rp95,995.00Total upah+bahan :=Rp503,749.1217.1 m' Pembuatan tiang pancang ( 40 x 40 ) cm, beton bertulangBahanAn. SNI ( Revisi ) 6.17.10.019m3Pasir urug darat@ Rp.74,520.00=Rp1,415.880.094m3Pasir beton@ Rp.93,610.00=Rp8,799.340.150m3Koral beton@ Rp.137,126.00=Rp20,568.9060.500KgSemen portland@ Rp.829.84=Rp50,205.3245.000KgBesi beton@ Rp.8,740.00=Rp393,300.000.900KgKawat beton@ Rp.10,764.00=Rp9,687.600.032m3Kayu meranti 5/7@ Rp.3,818,000.00=Rp122,176.000.120KgPaku@ Rp.10,478.80=Rp1,257.460.090LtMinyak bekisting@ Rp.5,888.00=Rp529.920.240KgPlamuur tembok@ Rp.9,196.00=Rp2,207.04Sub total :=Rp610,147.46UpahAn. SNI ( Revisi ) 6.17.21.000OhPekerja@ Rp.32,750.00=Rp32,750.000.670OhTukang batu@ Rp.42,000.00=Rp28,140.000.067OhKepala tukang@ Rp.35,000.00=Rp2,345.000.050OhMandor@ Rp.55,000.00=Rp2,750.00Sub total :=Rp65,985.00Total upah+bahan :=Rp676,132.46Jadi harga 1 Meter Tiang pancang ukuran 40 x 40 Cm2=Rp676,132.4618.1 m' Pembuatan tiang pancang ( 35 x 35 ) cm, beton bertulangBahanAn. SNI ( Revisi ) 6.18.10.016m3Pasir urug darat@ Rp.74,520.00=Rp1,192.320.080m3Pasir beton@ Rp.74,520.00=Rp5,961.600.125m3Koral beton@ Rp.137,126.00=Rp17,140.7549.000KgSemen portland@ Rp.829.84=Rp40,662.1634.500KgBesi beton@ Rp.8,740.00=Rp301,530.000.700KgKawat beton@ Rp.10,764.00=Rp7,534.800.027m3Kayu meranti 5/7@ Rp.3,818,000.00=Rp103,086.000.120KgPaku@ Rp.10,478.80=Rp1,257.460.090LtMinyak bekisting@ Rp.5,888.00=Rp529.920.200KgPlamuur tembok@ Rp.9,196.00=Rp1,839.20Sub total :=Rp480,734.21UpahAn. SNI ( Revisi ) 6.18.20.800OhPekerja@ Rp.32,750.00=Rp26,200.000.500OhTukang batu@ Rp.42,000.00=Rp21,000.000.050OhKepala tukang@ Rp.35,000.00=Rp1,750.000.040OhMandor@ Rp.55,000.00=Rp2,200.00Sub total :=Rp51,150.00Total upah+bahan :=Rp531,884.21Jadi harga 1 Meter Tiang pancang ukuran 35 x 35 Cm2=Rp531,884.21D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 15

&L &C

Betn2573194101312PEKERJAAN BETON TUMBUK & BETON BERTULANGBETON TUMBUK.1.1 m3 Membuat beton tumbuk, 1 Pc : 3 Ps : 5 KrBahanAn. SNI ( Revisi ) 6.1.1218.000KgSemen portland@ Rp.829.84=Rp180,905.120.520m3Pasir beton@ Rp.93,610.00=Rp48,677.200.870m3Koral beton@ Rp.137,126.00=Rp119,299.62Sub total :=Rp348,881.94UpahAn. SNI ( Revisi ) 6.1.21.650OhPekerja@ Rp.32,750.00=Rp54,037.500.250OhTukang batu@ Rp.42,000.00=Rp10,500.000.025OhKepala tukang@ Rp.44,000.00=Rp1,100.000.080OhMandor@ Rp.55,000.00=Rp4,400.00Sub total :=Rp70,037.50Total upah+bahan :=Rp418,919.442.1 m3 Membuat beton tumbuk, 1 Pc : 3 Ps : 6 KrBahanAn. SNI ( Revisi ) 6.2.1197.000KgSemen portland@ Rp.829.84=Rp163,478.480.470m3Pasir beton@ Rp.93,610.00=Rp43,996.700.940m3Koral beton@ Rp.137,126.00=Rp128,898.44Sub total :=Rp336,373.62UpahAn. SNI ( Revisi ) 6.2.21.650OhPekerja@ Rp.32,750.00=Rp54,037.500.250OhTukang batu@ Rp.42,000.00=Rp10,500.000.025OhKepala tukang@ Rp.44,000.00=Rp1,100.000.080OhMandor@ Rp.55,000.00=Rp4,400.00Sub total :=Rp70,037.50Total upah+bahan :=Rp406,411.123.1 m3 Membuat beton tumbuk, 1 Pc : 4 Ps : 6 KrBahanAn. SNI ( Revisi ) 6.3.1173.000KgSemen portland@ Rp.829.84=Rp143,562.320.570m3Pasir beton@ Rp.93,610.00=Rp53,357.700.870m3Koral beton@ Rp.137,126.00=Rp119,299.62Sub total :=Rp316,219.64UpahAn. SNI ( Revisi ) 6.3.21.650OhPekerja@ Rp.32,750.00=Rp54,037.500.250OhTukang batu@ Rp.42,000.00=Rp10,500.000.025OhKepala tukang@ Rp.44,000.00=Rp1,100.000.080OhMandor@ Rp.55,000.00=Rp4,400.00Sub total :=Rp70,037.50Total upah+bahan :=Rp386,257.144.1 m2 Membuat lantai kerja beton tumbuk, 1 Pc : 3 Ps : 5 Kr tebal 5 CmBahanAn. SNI ( Revisi ) 6.4.110.900KgSemen portland@ Rp.829.84=Rp9,045.26218.0000.026m3Pasir beton@ Rp.93,610.00=Rp2,433.860.5200.044m3Koral beton@ Rp.137,126.00=Rp5,964.980.870Sub total :=Rp17,444.10UpahAn. SNI ( Revisi ) 6.4.2An. SNI ( Revisi ) 6.1.20.08250OhPekerja@ Rp.32,750.00=Rp2,701.881.6500.01250OhTukang batu@ Rp.42,000.00=Rp525.000.2500.00125OhKepala tukang@ Rp.44,000.00=Rp55.000.025D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 320.00400OhMandor@ Rp.55,000.00=Rp220.000.080Sub total :=Rp3,501.88Total upah+bahan :=Rp20,945.97418,919.44BETON BERTULANG.5.1 m3 Membuat beton bertulang, 1 Pc : 2 Ps : 3 KrBahanAn. SNI ( Revisi ) 6.5.11 m3 Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr232.000KgSemen portland@ Rp.829.84=Rp192,522.88218.0000.520m3Pasir beton@ Rp.93,610.00=Rp48,677.200.5200.870m3Koral beton@ Rp.137,126.00=Rp119,299.620.870Sub total :=Rp360,499.70UpahAn. SNI ( Revisi ) 6.5.2An. SNI ( Revisi ) 6.1.21.650OhPekerja@ Rp.32,750.00=Rp54,037.501.6500.250OhTukang batu@ Rp.42,000.00=Rp10,500.000.2500.025OhKepala tukang@ Rp.44,000.00=Rp1,100.000.0250.080OhMandor@ Rp.55,000.00=Rp4,400.000.080Sub total :=Rp70,037.50Total upah+bahan :=Rp430,537.204189196.1 m3 Membuat beton bertulang, 1 Pc : 2 Ps : 4 KrBahanAn. SNI ( Revisi ) 6.6.1280.000KgSemen portland@ Rp.829.84=Rp232,355.200.450m3Pasir beton@ Rp.93,610.00=Rp42,124.500.900m3Koral beton@ Rp.137,126.00=Rp123,413.40Sub total :=Rp397,893.10UpahAn. SNI ( Revisi ) 6.6.21.650OhPekerja@ Rp.32,750.00=Rp54,037.500.250OhTukang batu@ Rp.42,000.00=Rp10,500.000.025OhKepala tukang@ Rp.44,000.00=Rp1,100.000.080OhMandor@ Rp.55,000.00=Rp4,400.00Sub total :=Rp70,037.50Total upah+bahan :=Rp467,930.607.1 m3 Membuat beton bertulang, 1 Pc : 2 Ps : 2.5 KrBahanAn. SNI ( Revisi ) 6.7.1352.000KgSemen portland@ Rp.829.84=Rp292,103.680.560m3Pasir beton@ Rp.93,610.00=Rp52,421.600.700m3Koral beton@ Rp.137,126.00=Rp95,988.20Sub total :=Rp440,513.48UpahAn. SNI ( Revisi ) 6.7.21.650OhPekerja@ Rp.32,750.00=Rp54,037.500.250OhTukang batu@ Rp.42,000.00=Rp10,500.000.025OhKepala tukang@ Rp.44,000.00=Rp1,100.000.080OhMandor@ Rp.55,000.00=Rp4,400.00Sub total :=Rp70,037.50Total upah+bahan :=Rp537,968.108.1 m3 Membuat campuran beton bertulang, 1 Pc : 1.5 Ps : 3 KrBahanAn. SNI ( Revisi ) 6.8.1357.000KgSemen portland@ Rp.829.84=Rp296,252.880.420m3Pasir beton@ Rp.93,610.00=Rp39,316.200.840m3Koral beton@ Rp.137,126.00=Rp115,185.84Sub total :=Rp450,754.92D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 33UpahAn. SNI ( Revisi ) 6.8.21.650OhPekerja@ Rp.32,750.00=Rp54,037.500.250OhTukang batu@ Rp.42,000.00=Rp10,500.000.025OhKepala tukang@ Rp.44,000.00=Rp1,100.000.080OhMandor@ Rp.55,000.00=Rp4,400.00Sub total :=Rp70,037.50Total upah+bahan :=Rp520,792.429.1 m3 Membuat campuran beton bertulang, 1 Pc : 1.5 Ps : 2.5 KrBahanAn. SNI ( Revisi ) 6.9.1386.000KgSemen portland@ Rp.829.84=Rp320,318.240.470m3Pasir beton@ Rp.93,610.00=Rp43,996.700.700m3Koral beton@ Rp.137,126.00=Rp95,988.20Sub total :=Rp460,303.14UpahAn. SNI ( Revisi ) 6.9.21.650OhPekerja@ Rp.32,750.00=Rp54,037.500.250OhTukang batu@ Rp.42,000.00=Rp10,500.000.025OhKepala tukang@ Rp.44,000.00=Rp1,100.000.080OhMandor@ Rp.55,000.00=Rp4,400.00Sub total :=Rp70,037.50Total upah+bahan :=Rp530,340.6410.1 m3 Membuat campuran beton bertulang, 1 Pc : 1 Ps : 2 KrBahanAn. SNI ( Revisi ) 6.10.1479.000KgSemen portland@ Rp.829.84=Rp397,493.360.370m3Pasir beton@ Rp.93,610.00=Rp34,635.700.740m3Koral beton@ Rp.137,126.00=Rp101,473.24Sub total :=Rp533,602.30UpahAn. SNI ( Revisi ) 6.10.21.650OhPekerja@ Rp.32,750.00=Rp54,037.500.250OhTukang batu@ Rp.42,000.00=Rp10,500.000.025OhKepala tukang@ Rp.44,000.00=Rp1,100.000.080OhMandor@ Rp.55,000.00=Rp4,400.00Sub total :=Rp70,037.50Total upah+bahan :=Rp603,639.8011.1 m3 Membuat beton tiang pancang prestressed betonBahanAn. SNI ( Revisi ) 6.11.1440.000KgSemen portland@ Rp.829.84=Rp365,129.600.500m3Pasir beton@ Rp.93,610.00=Rp46,805.000.800m3Koral beton@ Rp.137,126.00=Rp109,700.802.460GlnRepidrant@ Rp.41,250.00=Rp101,475.00Sub total :=Rp623,110.40UpahAn. SNI ( Revisi ) 6.11.21.650OhPekerja@ Rp.32,750.00=Rp54,037.500.250OhTukang batu@ Rp.42,000.00=Rp10,500.000.025OhKepala tukang@ Rp.44,000.00=Rp1,100.000.080OhMandor@ Rp.55,000.00=Rp4,400.00Sub total :=Rp70,037.50Total upah+bahan :=Rp693,147.9012.1 m3 Membuat beton dengan puzzdith - 100 XRBahanAn. SNI ( Revisi ) 6.12.1336.000KgSemen portland@ Rp.829.84=Rp278,826.240.540m3Pasir beton@ Rp.93,610.00=Rp50,549.40D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 340.810m3Koral beton@ Rp.137,126.00=Rp111,072.061.000LtrPuzzdith - 100 XR@ Rp.42,500.00=Rp42,500.00Sub total :=Rp482,947.70UpahAn. SNI ( Revisi ) 6.12.21.650OhPekerja@ Rp.32,750.00=Rp54,037.500.250OhTukang batu@ Rp.42,000.00=Rp10,500.000.025OhKepala tukang@ Rp.44,000.00=Rp1,100.000.080OhMandor@ Rp.55,000.00=Rp4,400.00Sub total :=Rp70,037.50Total upah+bahan :=Rp552,985.2013.1 m3 Membuat beton bertulang 1 Pc : 1 Ps : 1 KrBahanAn. SNI ( Revisi ) 6.17.1615.000KgSemen portland@ Rp.829.84=Rp510,351.600.520m3Pasir beton@ Rp.93,610.00=Rp48,677.200.520m3Koral beton@ Rp.137,126.00=Rp71,305.52Sub total :=Rp630,334.32UpahAn. SNI ( Revisi ) 6.17.22.000OhPekerja@ Rp.32,750.00=Rp65,500.000.350OhTukang batu@ Rp.42,000.00=Rp14,700.000.035OhKepala tukang@ Rp.44,000.00=Rp1,540.001.000OhMandor@ Rp.55,000.00=Rp55,000.00Sub total :=Rp136,740.00Total upah+bahan :=Rp767,074.3214.1 m3 Membuat beton kedap air dengan storox - 100BahanAn. SNI ( Revisi ) 6.18.1400.000KgSemen portland@ Rp.829.84=Rp331,936.000.480m3Pasir beton@ Rp.93,610.00=Rp44,932.800.800m3Koral beton 2/3@ Rp.137,126.00=Rp109,700.801.200KgStorox - 100@ Rp.65,000.00=Rp78,000.00Sub total :=Rp564,569.60UpahAn. SNI ( Revisi ) 6.18.22.000OhPekerja@ Rp.32,750.00=Rp65,500.000.350OhTukang batu@ Rp.42,000.00=Rp14,700.000.035OhKepala tukang@ Rp.44,000.00=Rp1,540.001.000OhMandor@ Rp.55,000.00=Rp55,000.00Sub total :=Rp136,740.00Total upah+bahan :=Rp701,309.60PEMBESIAN.151 Kg Pembesian dengan besi polosBahanAn. SNI ( Revisi ) 6.25.11.050KgBesi beton ( polos )@ Rp.8,740.00=Rp9,177.000.015KgKawat beton@ Rp.10,764.00=Rp161.46Sub total :=Rp9,338.46UpahAn. SNI ( Revisi ) 6.25.20.007OhPekerja@ Rp.32,750.00=Rp229.250.007OhTukang besi@ Rp.42,000.00=Rp294.000.0007OhKepala tukang@ Rp.44,000.00=Rp30.800.0003OhMandor@ Rp.55,000.00=Rp16.50Sub total :=Rp570.55Total upah+bahan :=Rp9,909.01D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 3515.a1 Kg Pembesian dengan besi ulirBahanAn. SNI ( Revisi ) 6.25.11.050KgBesi beton ( ulir )@ Rp.11,638.00=Rp12,219.900.015KgKawat beton@ Rp.10,764.00=Rp161.46Sub total :=Rp12,381.36UpahAn. SNI ( Revisi ) 6.25.20.007OhPekerja@ Rp.32,750.00=Rp229.250.007OhTukang besi@ Rp.42,000.00=Rp294.000.0007OhKepala tukang@ Rp.42,000.00=Rp29.400.0003OhMandor@ Rp.55,000.00=Rp16.50Sub total :=Rp569.15Total upah+bahan :=Rp12,950.51161 Kg Kabel presstessed polos/strandsBahanAn. SNI ( Revisi ) 6.26.11.050KgBesi presstessed polos@ Rp.9,100.00=Rp9,555.000.010KgKawat beton@ Rp.10,764.00=Rp107.64Sub total :=Rp9,662.64UpahAn. SNI ( Revisi ) 6.26.20.005OhPekerja@ Rp.32,750.00=Rp163.750.005OhTukang besi@ Rp.42,000.00=Rp210.000.0005OhKepala tukang@ Rp.42,000.00=Rp21.000.0003OhMandor@ Rp.55,000.00=Rp16.50Sub total :=Rp411.25Total upah+bahan :=Rp10,073.89171 Kg Jaring kawat bajaBahanAn. SNI ( Revisi ) 6.27.11.020KgBesi jaring kawat baja@ Rp.8,750.00=Rp8,925.000.805KgKawat beton@ Rp.10,764.00=Rp8,665.02Sub total :=Rp17,590.02UpahAn. SNI ( Revisi ) 6.27.20.025OhPekerja@ Rp.32,750.00=Rp818.750.025OhTukang besi@ Rp.42,000.00=Rp1,050.000.0025OhKepala tukang@ Rp.42,000.00=Rp105.000.0015OhMandor@ Rp.55,000.00=Rp82.50Sub total :=Rp2,056.25Total upah+bahan :=Rp19,646.27BEGESTING.181 m2 Pasang bekisting untuk pondasiBahanAn. SNI ( Revisi ) 6.28.10.040m3Kayu terentang/Meranti@ Rp.2,622,000.00=Rp104,880.000.300KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp3,143.640.100LtrMinyak bekisting@ Rp.5,888.00=Rp588.80Sub total :=Rp108,612.44UpahAn. SNI ( Revisi ) 6.28.20.300OhPekerja@ Rp.32,750.00=Rp9,825.000.260OhTukang kayu@ Rp.42,000.00=Rp10,920.000.026OhKepala tukang@ Rp.42,000.00=Rp1,092.000.005OhMandor@ Rp.55,000.00=Rp275.00Sub total :=Rp22,112.00Total upah+bahan :=Rp130,724.44D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 36191 m2 Pasang bekisting untuk sloofBahanAn. SNI ( Revisi ) 6.29.10.045m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp117,990.000.300KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp3,143.640.100LtrMinyak bekisting@ Rp.5,888.00=Rp588.80Sub total :=Rp121,722.44UpahAn. SNI ( Revisi ) 6.29.20.300OhPekerja@ Rp.32,750.00=Rp9,825.000.260OhTukang kayu@ Rp.42,000.00=Rp10,920.000.026OhKepala tukang@ Rp.42,000.00=Rp1,092.000.005OhMandor@ Rp.55,000.00=Rp275.00Sub total :=Rp22,112.00Total upah+bahan :=Rp143,834.44201 m2 Pasang bekisting untuk kolomBahanAn. SNI ( Revisi ) 6.30.10.040m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp104,880.000.400KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp4,191.520.200LtrMinyak bekisting@ Rp.5,888.00=Rp1,177.600.015m3Balok kayu borneo@ Rp.3,542,000.00=Rp53,130.000.350LbrPlywood tebal 9 mm@ Rp.119,600.00=Rp41,860.002.000BtgDolken kayu galam 8-10 / 4 m@ Rp.3,680.00=Rp7,360.00Sub total :=Rp212,599.12UpahAn. SNI ( Revisi ) 6.30.20.300OhPekerja@ Rp.32,750.00=Rp9,825.000.330OhTukang kayu@ Rp.42,000.00=Rp13,860.000.033OhKepala tukang@ Rp.42,000.00=Rp1,386.000.006OhMandor@ Rp.55,000.00=Rp330.00Sub total :=Rp25,401.00Total upah+bahan :=Rp238,000.12211 m2 Pasang bekisting untuk balokBahanAn. SNI ( Revisi ) 6.31.10.040m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp104,880.000.400KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp4,191.520.200LtrMinyak bekisting@ Rp.5,888.00=Rp1,177.600.018m3Balok kayu borneo@ Rp.3,542,000.00=Rp63,756.000.350LbrPlywood tebal 9 mm@ Rp.119,600.00=Rp41,860.002.000BtgDolken kayu galam 8-10 / 4 m@ Rp.3,680.00=Rp7,360.00Sub total :=Rp223,225.12UpahAn. SNI ( Revisi ) 6.31.20.320OhPekerja@ Rp.32,750.00=Rp10,480.000.330OhTukang kayu@ Rp.42,000.00=Rp13,860.000.033OhKepala tukang@ Rp.42,000.00=Rp1,386.000.006OhMandor@ Rp.55,000.00=Rp330.00Sub total :=Rp26,056.00Total upah+bahan :=Rp249,281.12221 m2 Pasang bekisting untuk lantaiBahanAn. SNI ( Revisi ) 6.32.10.040m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp104,880.000.400KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp4,191.520.200LtrMinyak bekisting@ Rp.5,888.00=Rp1,177.600.015m3Balok kayu borneo@ Rp.3,542,000.00=Rp53,130.00D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 370.350LbrPlywood tebal 9 mm@ Rp.119,600.00=Rp41,860.006.000BtgDolken kayu galam 8-10 / 4 m@ Rp.3,680.00=Rp22,080.00Sub total :=Rp117,070.00UpahAn. SNI ( Revisi ) 6.32.20.320OhPekerja@ Rp.32,750.00=Rp10,480.000.330OhTukang kayu@ Rp.42,000.00=Rp13,860.000.033OhKepala tukang@ Rp.42,000.00=Rp1,386.000.006OhMandor@ Rp.55,000.00=Rp330.00Sub total :=Rp26,056.00Total upah+bahan :=Rp143,126.00231 m2 Pasang bekisting untuk dinding ( shear wall )BahanAn. SNI ( Revisi ) 6.33.10.030m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp78,660.000.400KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp4,191.520.200LtrMinyak bekisting@ Rp.5,888.00=Rp1,177.600.020m3Balok kayu borneo@ Rp.3,542,000.00=Rp70,840.000.350LbrPlywood tebal 9 mm@ Rp.119,600.00=Rp41,860.003.000BtgDolken kayu galam 8-10 / 4 m@ Rp.3,680.00=Rp11,040.004.000BhFormtie/penjaga jarak bkstng@ Rp.35,000.00=Rp140,000.00Sub total :=Rp192,900.00UpahAn. SNI ( Revisi ) 6.33.20.320OhPekerja@ Rp.32,750.00=Rp10,480.000.330OhTukang kayu@ Rp.42,000.00=Rp13,860.000.033OhKepala tukang@ Rp.42,000.00=Rp1,386.000.006OhMandor@ Rp.55,000.00=Rp330.00Sub total :=Rp26,056.00Total upah+bahan :=Rp218,956.00241 m2 Pasang bekisting untuk tanggaBahanAn. SNI ( Revisi ) 6.34.10.030m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp78,660.000.400KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp4,191.520.150LtrMinyak bekisting@ Rp.5,888.00=Rp883.200.015m3Balok kayu borneo@ Rp.3,542,000.00=Rp53,130.000.350LbrPlywood tebal 9 mm@ Rp.119,600.00=Rp41,860.002.000BtgDolken kayu galam 8-10 / 4 m@ Rp.3,680.00=Rp7,360.00Sub total :=Rp186,084.72UpahAn. SNI ( Revisi ) 6.34.20.320OhPekerja@ Rp.32,750.00=Rp10,480.000.330OhTukang kayu@ Rp.42,000.00=Rp13,860.000.033OhKepala tukang@ Rp.42,000.00=Rp1,386.000.006OhMandor@ Rp.55,000.00=Rp330.00Sub total :=Rp26,056.00Total upah+bahan :=Rp212,140.72251 m2 Membuat begesting jembatan corBahanAn. SNI ( Revisi ) 6.37.10.0264m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp69,220.800.600KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp6,287.280.500BtgDolken kayu galam 8-10 / 4 m@ Rp.3,680.00=Rp1,840.00Sub total :=Rp77,348.08UpahAn. SNI ( Revisi ) 6.37.20.150OhPekerja@ Rp.32,750.00=Rp4,912.500.050OhTukang batu@ Rp.42,000.00=Rp2,100.00D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 380.005OhKepala tukang@ Rp.42,000.00=Rp210.000.007OhMandor@ Rp.55,000.00=Rp385.00Sub total :=Rp7,607.50Total upah+bahan :=Rp84,955.58PONDASI BETON301 m3 Membuat pondasi beton bertulang ( 150 Kg besi + bekisting )BahanAn. SNI ( Revisi ) 6.38.10.200m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp524,400.001.500KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp15,718.200.400LtrMinyak bekisting@ Rp.5,888.00=Rp2,355.20150.000KgBesi beton polos@ Rp.8,740.00=Rp1,311,000.002.250KgKawat beton@ Rp.10,764.00=Rp24,219.00323.000KgSemen portland@ Rp.829.84=Rp71,305.520.520m3Pasir beton@ Rp.93,610.00=Rp48,677.200.780m3Koral beton@ Rp.137,126.00=Rp106,958.28Sub total :=Rp2,104,633.40UpahAn. SNI ( Revisi ) 6.38.23.900OhPekerja@ Rp.32,750.00=Rp127,725.000.350OhTukang batu@ Rp.42,000.00=Rp14,700.001.040OhTukang kayu@ Rp.42,000.00=Rp43,680.001.050OhTukang besi@ Rp.42,000.00=Rp44,100.000.245OhKepala tukang@ Rp.44,000.00=Rp10,780.000.165OhMandor@ Rp.55,000.00=Rp9,075.00Sub total :=Rp250,060.00Total upah+bahan :=Rp2,354,693.40Sloof311 m3 Membuat sloof beton bertulang ( 300 Kg besi + bekisting )BahanAn. SNI ( Revisi ) 6.39.10.270m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp707,940.002.000KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp20,957.600.600LtrMinyak bekisting@ Rp.5,888.00=Rp3,532.80300.000KgBesi beton polos@ Rp.8,740.00=Rp2,622,000.003.000KgKawat beton@ Rp.10,764.00=Rp32,292.00323.000KgSemen portland@ Rp.829.84=Rp268,038.320.520m3Pasir beton@ Rp.93,610.00=Rp48,677.200.780m3Koral beton@ Rp.137,126.00=Rp106,958.28Sub total :=Rp3,810,396.20UpahAn. SNI ( Revisi ) 6.39.24.850OhPekerja@ Rp.32,750.00=Rp158,837.500.350OhTukang batu@ Rp.42,000.00=Rp14,700.001.560OhTukang kayu@ Rp.42,000.00=Rp65,520.001.400OhTukang besi@ Rp.42,000.00=Rp58,800.000.331OhKepala tukang@ Rp.44,000.00=Rp14,564.0010.170OhMandor@ Rp.55,000.00=Rp9,350.000.0300Sub total :=Rp321,771.5033.3333Total upah+bahan :=Rp4,132,167.70321 m3 Membuat sloof beton bertulang ukuran 20 x 30 Cm dengan besi 5 dia 19 mm + beugel dia 8 mm .BahanAn. SNI ( Revisi ) 6.39.10.270m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp707,940.002.000KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp20,957.60D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 390.600LtrMinyak bekisting@ Rp.5,888.00=Rp3,532.80179.859KgBesi beton polos dia 16 mm@ Rp.8,740.00=Rp1,571,967.6626281.656KgBesi begel polos dia 6 mm@ Rp.8,740.00=Rp713,676.243.000KgKawat beton@ Rp.10,764.00=Rp32,292.00323.000KgSemen portland@ Rp.829.84=Rp268,038.320.520m3Pasir beton@ Rp.93,610.00=Rp48,677.200.780m3Koral beton@ Rp.137,126.00=Rp106,958.28Sub total :=Rp3,474,040.10UpahAn. SNI ( Revisi ) 6.39.24.850OhPekerja@ Rp.32,750.00=Rp158,837.500.350OhTukang batu@ Rp.42,000.00=Rp14,700.001.560OhTukang kayu@ Rp.42,000.00=Rp65,520.001.350OhTukang besi@ Rp.42,000.00=Rp56,700.000.331OhKepala tukang@ Rp.44,000.00=Rp14,564.000.170OhMandor@ Rp.55,000.00=Rp9,350.00Sub total :=Rp319,671.50Total upah+bahan :=Rp3,793,711.60331 m3 Membuat sloof beton bertulang ukuran 20 x 30 Cm dengan besi 5 dia 16 mm + beugel dia 6 mm .BahanAn. SNI ( Revisi ) 6.39.10.270m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp707,940.002.000KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp20,957.600.600LtrMinyak bekisting@ Rp.5,888.00=Rp3,532.801.0000127.505KgBesi beton polos dia 16 mm@ Rp.8,740.00=Rp1,114,389.330.060045.745KgBesi begel polos dia 6 mm@ Rp.8,740.00=Rp399,808.1516.66673.000KgKawat beton@ Rp.10,764.00=Rp32,292.00323.000KgSemen portland@ Rp.829.84=Rp268,038.320.520m3Pasir beton@ Rp.93,610.00=Rp48,677.200.780m3Koral beton@ Rp.137,126.00=Rp106,958.28Sub total :=Rp2,702,593.68UpahAn. SNI ( Revisi ) 6.39.24.850OhPekerja@ Rp.32,750.00=Rp158,837.500.350OhTukang batu@ Rp.42,000.00=Rp14,700.001.560OhTukang kayu@ Rp.42,000.00=Rp65,520.001.350OhTukang besi@ Rp.42,000.00=Rp56,700.000.331OhKepala tukang@ Rp.44,000.00=Rp14,564.000.170OhMandor@ Rp.55,000.00=Rp9,350.00Sub total :=Rp319,671.50Total upah+bahan :=Rp3,022,265.18341 m3 Membuat sloof beton bertulang ukuran 15 x 20 Cm dengan besi 4 dia 12 mm + beugel dia 6mm .BahanAn. SNI ( Revisi ) 6.39.10.270m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp707,940.002.000KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp20,957.600.600LtrMinyak bekisting@ Rp.5,888.00=Rp3,532.80114.419KgBesi beton polos dia 12 mm@ Rp.8,740.00=Rp1,000,020.3135.631KgBesi begel polos dia 6 mm@ Rp.8,740.00=Rp311,414.943.000KgKawat beton@ Rp.10,764.00=Rp32,292.00323.000KgSemen portland@ Rp.829.84=Rp268,038.320.520m3Pasir beton@ Rp.93,610.00=Rp48,677.200.780m3Koral beton@ Rp.137,126.00=Rp106,958.28Sub total :=Rp2,499,831.45UpahAn. SNI ( Revisi ) 6.39.24.850OhPekerja@ Rp.32,750.00=Rp158,837.500.350OhTukang batu@ Rp.42,000.00=Rp14,700.00D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 401.560OhTukang kayu@ Rp.42,000.00=Rp65,520.001.350OhTukang besi@ Rp.42,000.00=Rp56,700.000.331OhKepala tukang@ Rp.44,000.00=Rp14,564.000.170OhMandor@ Rp.55,000.00=Rp9,350.00Sub total :=Rp319,671.50Total upah+bahan :=Rp2,819,502.95351 m3 Membuat sloof beton bertulang ukuran 15 x 20 Cm dengan besi 4 dia 10 mm + kegesting .BahanAn. SNI ( Revisi ) 6.39.10.270m3Kayu terentang/Meranti (MC)@ Rp.10,478.80=Rp2,829.282.000KgPaku biasa 2" - 5"@ Rp.5,888.00=Rp11,776.000.600LtrMinyak bekisting@ Rp.8,740.00=Rp5,244.0079.387KgBesi beton polos dia 10 mm@ Rp.8,740.00=Rp693,844.1335.631KgBesi begel polos dia 6 mm@ Rp.8,740.00=Rp311,414.943.000KgKawat beton@ Rp.10,764.00=Rp32,292.00323.000KgSemen portland@ Rp.829.84=Rp268,038.320.520m3Pasir beton@ Rp.93,610.00=Rp48,677.200.780m3Koral beton@ Rp.137,126.00=Rp106,958.28Sub total :=Rp1,481,074.14UpahAn. SNI ( Revisi ) 6.39.24.850OhPekerja@ Rp.32,750.00=Rp158,837.500.350OhTukang batu@ Rp.42,000.00=Rp14,700.001.560OhTukang kayu@ Rp.42,000.00=Rp65,520.001.300OhTukang besi@ Rp.42,000.00=Rp54,600.000.331OhKepala tukang@ Rp.44,000.00=Rp14,564.000.170OhMandor@ Rp.55,000.00=Rp9,350.00Sub total :=Rp317,571.50Total upah+bahan :=Rp1,798,645.64Kolom361 m3 Membuat kolom beton bertulang ( 300 Kg besi + bekisting )BahanAn. SNI ( Revisi ) 6.40.10.400m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp1,048,800.004.000KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp41,915.202.000LtrMinyak bekisting@ Rp.5,888.00=Rp11,776.00300.000KgBesi beton polos@ Rp.8,740.00=Rp2,622,000.004.500KgKawat beton@ Rp.10,764.00=Rp48,438.00323.000KgSemen portland@ Rp.829.84=Rp268,038.320.520m3Pasir beton@ Rp.93,610.00=Rp48,677.200.780m3Koral beton@ Rp.137,126.00=Rp106,958.280.015m3Balok kayu borneo@ Rp.3,542,000.00=Rp53,130.003.500LbrPlywood tebal 9 mm@ Rp.119,600.00=Rp418,600.0020.000BtgDolken kayu galam 8 / 4 m@ Rp.3,680.00=Rp73,600.00Sub total :=Rp4,741,933.00UpahAn. SNI ( Revisi ) 6.40.27.300OhPekerja@ Rp.32,750.00=Rp239,075.000.350OhTukang batu@ Rp.42,000.00=Rp14,700.003.300OhTukang kayu@ Rp.42,000.00=Rp138,600.002.100OhTukang besi@ Rp.42,000.00=Rp88,200.000.570OhKepala tukang@ Rp.44,000.00=Rp25,080.000.250OhMandor@ Rp.55,000.00=Rp13,750.00Sub total :=Rp519,405.00Total upah+bahan :=Rp5,261,338.00D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 41371 m' Membuat kolom penguat ( kolom praktis ) beton bertulang ( 11 x 11 ) cmCatatan : besi memakai diameter 12 mm beugel diameter 5 mm.BahanAn. SNI ( Revisi ) 6.45.10.002m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp5,244.000.010KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp104.793.436KgBesi beton polos dia. 10 mm@ Rp.8,740.00=Rp30,030.643.720.280KgBesi begel polos dia. 6 mm@ Rp.8,740.00=Rp2,447.200.125KgKawat beton@ Rp.10,764.00=Rp1,345.5013.908KgSemen portland@ Rp.829.84=Rp3,243.260.01210.006m3Pasir beton@ Rp.93,610.00=Rp561.6682.64460.009m3Koral beton@ Rp.137,126.00=Rp1,234.13307Sub total :=Rp44,211.19UpahAn. SNI ( Revisi ) 6.45.20.060OhPekerja@ Rp.32,750.00=Rp1,965.000.020OhTukang batu@ Rp.42,000.00=Rp840.000.020OhTukang kayu@ Rp.42,000.00=Rp840.000.020OhTukang besi@ Rp.42,000.00=Rp880.000.006OhKepala tukang@ Rp.44,000.00=Rp264.000.003OhMandor@ Rp.55,000.00=Rp165.00Sub total :=Rp4,954.00Total upah+bahan :=Rp49,165.19Biaya kolom praktis dengan besi polos 4 diameter 12 mm=Rp49,165.19Analog biaya / M3.=49,165.19x60.61=Rp2,979,901.90381 m' Membuat kolom penguat ( kolom praktis ) beton bertulang ( 11 x 11 ) cmCatatan : besi memakai diameter 10 mm beugel diameter 5 mm.BahanAn. SNI ( Revisi ) 6.45.10.002m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp5,244.000.010KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp104.792.300KgBesi beton polos dia. 10 mm@ Rp.8,740.00=Rp20,102.000.280KgBesi begel polos dia. 6 mm@ Rp.8,740.00=Rp2,447.200.250KgKawat beton@ Rp.10,764.00=Rp2,691.004.000KgSemen portland@ Rp.829.84=Rp3,319.360.006m3Pasir beton@ Rp.93,610.00=Rp561.660.009m3Koral beton@ Rp.137,126.00=Rp1,234.13Sub total :=Rp35,704.14UpahAn. SNI ( Revisi ) 6.45.20.060OhPekerja@ Rp.32,750.00=Rp1,965.000.020OhTukang batu@ Rp.42,000.00=Rp840.000.020OhTukang kayu@ Rp.42,000.00=Rp840.000.020OhTukang besi@ Rp.42,000.00=Rp840.000.006OhKepala tukang@ Rp.44,000.00=Rp264.000.003OhMandor@ Rp.55,000.00=Rp165.00Sub total :=Rp4,914.001Total upah+bahan :=Rp40,618.1469.440.01440Biaya kolom praktis dengan besi polos 4 diameter 10 mm=Rp40,618.14Analog biaya / M3.=40,618.14x60.61=Rp2,461,865.591.000001.00000D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 42Balok391 m3 Membuat balok beton bertulang ( 200 Kg besi + bekisting )BahanAn. SNI ( Revisi ) 6.41.10.320m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp839,040.003.200KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp33,532.161.600LtrMinyak bekisting@ Rp.5,888.00=Rp9,420.80200.000KgBesi beton polos@ Rp.8,740.00=Rp1,748,000.003.000KgKawat beton@ Rp.10,764.00=Rp32,292.00323.000KgSemen portland@ Rp.829.84=Rp268,038.320.520m3Pasir beton@ Rp.93,610.00=Rp48,677.200.780m3Koral beton@ Rp.137,126.00=Rp106,958.280.140m3Balok kayu borneo@ Rp.3,542,000.00=Rp495,880.002.800LbrPlywood tebal 9 mm@ Rp.119,600.00=Rp334,880.0016.000BtgDolken kayu galam 8 / 4 m@ Rp.3,680.00=Rp58,880.00Sub total :=Rp3,975,598.76UpahAn. SNI ( Revisi ) 6.41.25.960OhPekerja@ Rp.32,750.00=Rp195,190.000.350OhTukang batu@ Rp.42,000.00=Rp14,700.002.800OhTukang kayu@ Rp.42,000.00=Rp117,600.001.400OhTukang besi@ Rp.42,000.00=Rp58,800.000.455OhKepala tukang@ Rp.44,000.00=Rp20,020.000.208OhMandor@ Rp.55,000.00=Rp11,440.00Sub total :=Rp417,750.00Total upah+bahan :=Rp4,393,348.76401 m3 Membuat balok beton bertulang ( 150 Kg besi + bekisting )BahanAn. SNI ( Revisi ) 6.42.10.320m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp839,040.000.003KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp31.440.020LtrMinyak bekisting@ Rp.5,888.00=Rp117.76150.000KgBesi beton polos@ Rp.8,740.00=Rp1,311,000.002.250KgKawat beton@ Rp.10,764.00=Rp24,219.00323.000KgSemen portland@ Rp.829.84=Rp268,038.320.520m3Pasir beton@ Rp.93,610.00=Rp48,677.200.780m3Koral beton@ Rp.137,126.00=Rp106,958.280.120m3Balok kayu borneo@ Rp.3,542,000.00=Rp425,040.002.800LbrPlywood tebal 9 mm@ Rp.119,600.00=Rp334,880.0016.000BtgDolken kayu galam 8 / 4 m@ Rp.3,680.00=Rp58,880.00Sub total :=Rp3,416,882.00UpahAn. SNI ( Revisi ) 6.42.25.800OhPekerja@ Rp.32,750.00=Rp189,950.000.350OhTukang batu@ Rp.42,000.00=Rp14,700.002.800OhTukang kayu@ Rp.42,000.00=Rp117,600.001.050OhTukang besi@ Rp.42,000.00=Rp44,100.000.420OhKepala tukang@ Rp.44,000.00=Rp18,480.000.185OhMandor@ Rp.55,000.00=Rp10,175.00Sub total :=Rp395,005.00Total upah+bahan :=Rp3,811,887.00411 m' Membuat ring balok beton bertulang ( 10 x 15 ) cmCatatan : besi memakai diameter 12 mm beugel diameter 5 mm.BahanAn. SNI ( Revisi ) 6.46.10.003m3Kayu terentang/Meranti (MC)@ Rp.10,478.80=Rp31.440.020KgPaku biasa 2" - 5"@ Rp.8,740.00=Rp174.803.436KgBesi beton polos dia 12 mm@ Rp.8,740.00=Rp30,030.64D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 430.050KgBesi begel polos dia. 6 mm@ Rp.8,740.00=Rp437.000.050KgKawat beton@ Rp.10,764.00=Rp538.205.500KgSemen portland@ Rp.829.84=Rp4,564.120.009m3Pasir beton@ Rp.93,610.00=Rp842.490.015m3Koral beton@ Rp.137,126.00=Rp2,056.89Sub total :=Rp38,675.58UpahAn. SNI ( Revisi ) 6.46.20.100OhPekerja@ Rp.42,000.00=Rp4,200.000.033OhTukang batu@ Rp.42,000.00=Rp1,386.000.033OhTukang kayu@ Rp.42,000.00=Rp1,386.000.033OhTukang besi@ Rp.44,000.00=Rp1,452.000.010OhKepala tukang@ Rp.55,000.00=Rp550.000.005OhMandor@ Rp.0.00=Rp0.00Sub total :=Rp8,974.00Total upah+bahan :=Rp47,649.58Biaya kolom praktis dengan besi polos 4 diameter 10 mm=Rp47,649.58Analog biaya / M3.=47,649.58x60.61=Rp2,888,040.83421 m' Membuat ring balok beton bertulang ( 10 x 15 ) cmCatatan : besi memakai diameter 10 mm beugel diameter 5 mm.BahanAn. SNI ( Revisi ) 6.46.10.003m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp7,866.000.020KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp209.582.384KgBesi beton polos dia 10 mm@ Rp.8,740.00=Rp20,836.160.280KgBesi begel polos dia. 6 mm@ Rp.8,740.00=Rp2,447.200.050KgKawat beton@ Rp.10,764.00=Rp538.205.500KgSemen portland@ Rp.829.84=Rp4,564.120.009m3Pasir beton@ Rp.93,610.00=Rp842.490.015m3Koral beton@ Rp.137,126.00=Rp2,056.89Sub total :=Rp39,360.64UpahAn. SNI ( Revisi ) 6.46.20.100OhPekerja@ Rp.32,750.00=Rp3,275.000.033OhTukang batu@ Rp.42,000.00=Rp1,386.000.033OhTukang kayu@ Rp.42,000.00=Rp1,386.000.033OhTukang besi@ Rp.42,000.00=Rp1,386.000.010OhKepala tukang@ Rp.44,000.00=Rp440.000.005OhMandor@ Rp.55,000.00=Rp275.00Sub total :=Rp8,148.00Total upah+bahan :=Rp47,508.64Biaya kolom praktis dengan besi polos 4 diameter 10 mm=Rp47,508.64Analog biaya / M3.=47,508.64x60.61=Rp2,879,498.430.0150066.66667431 m3 Membuat dinding beton bertulang ( 150 Kg besi + bekisting )BahanAn. SNI ( Revisi ) 6.43.10.240m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp629,280.003.200KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp33,532.161.600LtrMinyak bekisting@ Rp.5,888.00=Rp9,420.80150.000KgBesi beton polos@ Rp.8,740.00=Rp1,311,000.002.250KgKawat beton@ Rp.10,764.00=Rp24,219.00323.000KgSemen portland@ Rp.829.84=Rp268,038.320.520m3Pasir beton@ Rp.93,610.00=Rp48,677.20D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 440.780m3Koral beton@ Rp.137,126.00=Rp106,958.280.160m3Balok kayu borneo@ Rp.3,542,000.00=Rp566,720.002.800LbrPlywood tebal 9 mm@ Rp.119,600.00=Rp334,880.0024.000BtgDolken kayu galam 8 / 4 m@ Rp.3,680.00=Rp88,320.00Sub total :=Rp3,421,045.76UpahAn. SNI ( Revisi ) 6.43.25.600OhPekerja@ Rp.32,750.00=Rp183,400.000.350OhTukang batu@ Rp.42,000.00=Rp14,700.002.640OhTukang kayu@ Rp.42,000.00=Rp110,880.001.050OhTukang besi@ Rp.42,000.00=Rp44,100.000.400OhKepala tukang@ Rp.44,000.00=Rp17,600.000.193OhMandor@ Rp.55,000.00=Rp10,615.00Sub total :=Rp381,295.00Total upah+bahan :=Rp3,802,340.76441 m3 Membuat tangga beton bertulang ( 200 Kg besi + bekisting )BahanAn. SNI ( Revisi ) 6.44.10.250m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp655,500.003.000KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp31,436.401.200LtrMinyak bekisting@ Rp.5,888.00=Rp7,065.60200.000KgBesi beton polos@ Rp.8,740.00=Rp1,748,000.003.000KgKawat beton@ Rp.10,764.00=Rp32,292.00323.000KgSemen portland@ Rp.829.84=Rp268,038.320.520m3Pasir beton@ Rp.93,610.00=Rp48,677.200.780m3Koral beton@ Rp.137,126.00=Rp106,958.280.105m3Balok kayu borneo@ Rp.3,542,000.00=Rp371,910.002.500LbrPlywood tebal 9 mm@ Rp.119,600.00=Rp299,000.0014.000BtgDolken kayu galam 8 / 4 m@ Rp.3,680.00=Rp51,520.00Sub total :=Rp3,620,397.80UpahAn. SNI ( Revisi ) 6.44.25.600OhPekerja@ Rp.32,750.00=Rp183,400.000.350OhTukang batu@ Rp.42,000.00=Rp14,700.002.300OhTukang kayu@ Rp.42,000.00=Rp96,600.001.400OhTukang besi@ Rp.42,000.00=Rp58,800.000.405OhKepala tukang@ Rp.44,000.00=Rp17,820.000.202OhMandor@ Rp.55,000.00=Rp11,110.00Sub total :=Rp382,430.00Total upah+bahan :=Rp4,002,827.80D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 45Plat Lantai451 m2 Membuat plat lantai tebal 12 Cm dengan besi polos diameter 10 mm , pembagi 8 mm.BahanAn. SNI ( Revisi ) 6.42.18.333330.0384m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp100,684.800.3206.66673.440.0000KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp0.005.88242.250.192LtrMinyak bekisting@ Rp.5,888.00=Rp1,130.501.6005.695.690KgBesi beton polos 10 mm & 8 mm@ Rp.8,740.00=Rp49,730.6040.000.225KgKawat beton@ Rp.10,764.00=Rp2,421.908.0038.760KgSemen portland@ Rp.829.84=Rp32,164.60320.003230.062m3Pasir beton@ Rp.93,610.00=Rp5,841.268.330.5200.094m3Koral beton@ Rp.137,126.00=Rp12,834.994.650.7800.014m3Balok kayu borneo@ Rp.3,542,000.00=Rp51,004.80323.000.1200.350LbrPlywood tebal 9 mm@ Rp.119,600.00=Rp41,860.001.2003.500BtgDolken kayu galam 8 / 4 m@ Rp.32,750.00=Rp114,625.005.000Sub total :=Rp412,298.45UpahAn. SNI ( Revisi ) 6.42.20.696OhPekerja@ Rp.32,750.00=Rp22,794.008.335.8000.042OhTukang batu@ Rp.42,000.00=Rp1,764.000.3500.336OhTukang kayu@ Rp.42,000.00=Rp14,112.002.8000.126OhTukang besi@ Rp.42,000.00=Rp5,292.001.0500.050OhKepala tukang@ Rp.42,000.00=Rp2,116.800.4200.022OhMandor@ Rp.55,000.00=Rp1,221.000.185Sub total :=Rp47,299.80Total upah+bahan :=Rp459,598.25Biaya pembuatan plat lantai per 1 M2 tebal 12 Cm dengan besi dia 10 - 12dan besi polos dia 8 - 15=Rp459,598.25Analog biaya / M3.=459,598.25x8.33=Rp3,828,453.448.33461 m2 Membuat plat lantai tebal 12 Cm dengan besi polos diameter 12 mm , pembagi 10 mm.BahanAn. SNI ( Revisi ) 6.42.18.333330.0384m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp100,684.800.3206.66673.440.2500KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp2,619.705.88242.250.192LtrMinyak bekisting@ Rp.5,888.00=Rp1,130.501.6005.699.700KgBesi beton polos 10 mm & 8 mm@ Rp.8,740.00=Rp84,778.0040.000.225KgKawat beton@ Rp.10,764.00=Rp2,421.908.0038.760KgSemen portland@ Rp.829.84=Rp32,164.60320.003230.062m3Pasir beton@ Rp.93,610.00=Rp5,841.268.330.5200.094m3Koral beton@ Rp.137,126.00=Rp12,834.994.650.7800.014m3Balok kayu borneo@ Rp.3,542,000.00=Rp51,004.80323.000.1200.350LbrPlywood tebal 9 mm@ Rp.119,600.00=Rp41,860.001.2003.500BtgDolken kayu galam 8 / 4 m@ Rp.32,750.00=Rp114,625.005.000Sub total :=Rp449,965.55UpahAn. SNI ( Revisi ) 6.42.20.696OhPekerja@ Rp.32,750.00=Rp22,794.008.335.8000.042OhTukang batu@ Rp.42,000.00=Rp1,764.000.3500.336OhTukang kayu@ Rp.42,000.00=Rp14,112.002.8000.126OhTukang besi@ Rp.42,000.00=Rp5,292.001.0500.050OhKepala tukang@ Rp.42,000.00=Rp2,116.800.4200.022OhMandor@ Rp.55,000.00=Rp1,221.000.185Sub total :=Rp47,299.80Total upah+bahan :=Rp497,265.356.675.7267Biaya pembuatan plat lantai per 1 M2 tebal 12 Cm dengan besi dia 12 - 155.7267dan besi polos dia 10 - 15=Rp497,265.35Analog biaya / M3.=497,265.35x8.33=Rp4,142,220.383,262,371.00D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008."Halaman : 46471 m2 Membuat plat lantai tebal 12 Cm dengan besi polos diameter 10 mm jarak 15 , pembagi 10 mm.arak 15 rangkap atas bawah ( doble wappening)8.33333BahanAn. SNI ( Revisi ) 6.42.10.3206.66670.0384m3Kayu terentang/Meranti (MC)@ Rp.2,622,000.00=Rp100,684.805.88240.2500KgPaku biasa 2" - 5"@ Rp.10,478.80=Rp2,619.701.6000.192LtrMinyak bekisting@ Rp.5,888.00=Rp1,130.5040.0015.893KgBesi beton polos 10 mm@ Rp.8,740.00=Rp138,904.828.000.225KgKawat beton@ Rp.10,764.00=Rp2,421.90320.0032338.760KgSemen portland@ Rp.829.84=Rp32,164.608.330.5200.062m3Pasir beton@ Rp.93,610.00=Rp5,841.260.030.7800.094m3Koral beton@ Rp.137,126.00=Rp12,834.99323.000.1200.014m3Balok kayu borneo@ Rp.3,542,000.00=Rp51,004.801.2000.350LbrPlywood tebal 9 mm@ Rp.119,600.00=Rp41,860.005.0003.500BtgDolken kayu galam 8 / 4 m@ Rp.32,750.00=Rp114,625.00Sub total :=Rp504,092.37UpahAn. SNI ( Revisi ) 6.42.28.335.8000.696OhPekerja@ Rp.32,750.00=Rp22,794.000.3500.042OhTukang batu@ Rp.42,000.00=Rp1,764.002.8000.336OhTukang kayu@ Rp.42,000.00=Rp14,112.001.0500.126OhTukang besi@ Rp.42,000.00=Rp5,292.000.4200.050OhKepala tukang@ Rp.42,000.00=Rp2,116.800.1850.022OhMandor@ Rp.55,000.00=Rp1,221.00Sub total :=Rp47,299.8013.3315.8933Total upah+bahan :=Rp551,392.17Biaya pembuatan plat lantai per 1 M2 tebal 12 Cm penulangan rangkap dengan besi dia 10 - 15dan besi polos dia 8 - 15 (doble wappening) atas bawah.=Rp551,392.17Analog biaya / M3.=551,392.17x8.33=Rp4,593,096.79D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008."Halaman : 47

&L &C

Psang2573194101312PEKERJAAN PASANGAN1.1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 1 PsBahanAn. SNI ( Revisi ) 6.1.1140.000BhBata merah 5 x 11 x 22 cm@ Rp.300.00=Rp42,000.0055.600KgSemen portland@ Rp.829.84=Rp46,139.100.056m3Pasir pasang@ Rp.90,684.40=Rp5,078.33Sub total :=Rp93,217.43UpahAn. SNI ( Revisi ) 6.1.20.650OhPekerja@ Rp.32,750.00=Rp21,287.500.200OhTukang batu@ Rp.42,000.00=Rp8,400.000.020OhKepala tukang@ Rp.44,000.00=Rp880.000.030OhMandor@ Rp.55,000.00=Rp1,650.00Sub total :=Rp32,217.503.84615Total upah+bahan /m2:=Rp125,434.93482,442.04Total per : M3=Rp482,442.04482,228.782.1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 2 PsBahanAn. SNI ( Revisi ) 6.2.1140.000BhBata merah 5 x 11 x 22 cm@ Rp.300.00=Rp42,000.0037.900KgSemen portland@ Rp.829.84=Rp31,450.940.076m3Pasir pasang@ Rp.90,684.40=Rp6,892.01Sub total :=Rp80,342.95UpahAn. SNI ( Revisi ) 6.2.20.640OhPekerja@ Rp.32,750.00=Rp20,960.000.200OhTukang batu@ Rp.42,000.00=Rp8,400.000.020OhKepala tukang@ Rp.44,000.00=Rp880.000.030OhMandor@ Rp.55,000.00=Rp1,650.00Sub total :=Rp31,890.003.84615Total upah+bahan :=Rp112,232.95431,665.19Total per : M3=Rp431,665.19431,665.193.1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 3 PsBahanAn. SNI ( Revisi ) 6.3.1140.000BhBata merah 5 x 11 x 22 cm@ Rp.300.00=Rp42,000.00928.740KgSemen portland@ Rp.829.84=Rp23,849.600.080m3Pasir pasang@ Rp.90,684.40=Rp7,254.75Sub total :=Rp73,104.35UpahAn. SNI ( Revisi ) 6.3.20.640OhPekerja@ Rp.32,750.00=Rp20,960.000.200OhTukang batu@ Rp.42,000.00=Rp8,400.000.020OhKepala tukang@ Rp.44,000.00=Rp880.000.030OhMandor@ Rp.55,000.00=Rp1,650.00Sub total :=Rp31,890.003.84615Total upah+bahan :=Rp104,994.35403,824.44Total per : M3=Rp403,824.44403,824.444.1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 4 PsBahanAn. SNI ( Revisi ) 6.4.1140.000BhBata merah 5 x 11 x 22 cm@ Rp.300.00=Rp42,000.0026.550KgSemen portland@ Rp.829.84=Rp22,032.250.093m3Pasir pasang@ Rp.90,684.40=Rp8,433.65Sub total :=Rp72,465.90UpahAn. SNI ( Revisi ) 6.4.20.650OhPekerja@ Rp.32,750.00=Rp21,287.50D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 160.200OhTukang batu@ Rp.42,000.00=Rp8,400.000.020OhKepala tukang@ Rp.44,000.00=Rp880.000.030OhMandor@ Rp.55,000.00=Rp1,650.00Sub total :=Rp32,217.503.84615Total upah+bahan :=Rp104,683.40402,628.47Total per : M3=Rp402,628.47392,479.855.1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 5 PsBahanAn. SNI ( Revisi ) 6.5.1140.000BhBata merah 5 x 11 x 22 cm@ Rp.300.00=Rp42,000.0019.360KgSemen portland@ Rp.829.84=Rp16,065.700.102m3Pasir pasang@ Rp.90,684.40=Rp9,249.81Sub total :=Rp67,315.51UpahAn. SNI ( Revisi ) 6.5.20.650OhPekerja@ Rp.32,750.00=Rp21,287.500.200OhTukang batu@ Rp.42,000.00=Rp8,400.000.020OhKepala tukang@ Rp.44,000.00=Rp880.000.030OhMandor@ Rp.55,000.00=Rp1,650.00Sub total :=Rp32,217.503.84615Total upah+bahan :=Rp99,533.01382,819.27Total per : M3=Rp382,819.27379,853.986.1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 6 PsBahanAn. SNI ( Revisi ) 6.6.1140.000BhBata merah 5 x 11 x 22 cm@ Rp.300.00=Rp42,000.0016.640KgSemen portland@ Rp.829.84=Rp13,808.540.122m3Pasir pasang@ Rp.90,684.40=Rp11,063.50Sub total :=Rp66,872.03UpahAn. SNI ( Revisi ) 6.6.20.650OhPekerja@ Rp.32,750.00=Rp21,287.500.200OhTukang batu@ Rp.42,000.00=Rp8,400.000.020OhKepala tukang@ Rp.44,000.00=Rp880.000.030OhMandor@ Rp.55,000.00=Rp1,650.00Sub total :=Rp32,217.503.84615Total upah+bahan :=Rp99,089.53381,113.59Total per : M3=Rp381,113.597.1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 3 Kp : 10 Ps331,962.46BahanAn. SNI ( Revisi ) 6.7.1140.0000BhBata merah 5 x 11 x 22 cm@ Rp.300.00=Rp42,000.009.0000KgSemen portland@ Rp.829.84=Rp7,468.560.0260m3Pasir pasang@ Rp.90,684.40=Rp2,357.790.0275m3Kapur pasang@ Rp.450,174.40=Rp12,379.80Sub total :=Rp64,206.15UpahAn. SNI ( Revisi ) 6.7.20.650OhPekerja@ Rp.32,750.00=Rp21,287.500.200OhTukang batu@ Rp.42,000.00=Rp8,400.000.020OhKepala tukang@ Rp.44,000.00=Rp880.000.030OhMandor@ Rp.55,000.00=Rp1,650.00Sub total :=Rp32,217.503.84615Total upah+bahan :=Rp96,423.65370,860.19Total per : M3=Rp370,860.19370,687.058.1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 1 PsBahanAn. SNI ( Revisi ) 6.8.170.000BhBata merah 5 x 11 x 22 cm@ Rp.300.00=Rp21,000.00140.000D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 1727.800KgSemen portland@ Rp.829.84=Rp23,069.5555.6064.0300.030m3Pasir pasang@ Rp.90,684.40=Rp2,675.190.059Sub total :=Rp46,744.74UpahAn. SNI ( Revisi ) 6.8.20.320OhPekerja@ Rp.32,750.00=Rp10,480.000.6500.100OhTukang batu@ Rp.42,000.00=Rp4,200.000.2000.010OhKepala tukang@ Rp.44,000.00=Rp440.000.0200.015OhMandor@ Rp.55,000.00=Rp825.000.030Sub total :=Rp15,945.007.69231Total upah+bahan :=Rp62,689.74482,228.78Total per : M3=Rp482,228.789.1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 2 PsBahanAn. SNI ( Revisi ) 6.9.170.000BhBata merah 5 x 11 x 22 cm@ Rp.300.00=Rp21,000.0018.950KgSemen portland@ Rp.829.84=Rp15,725.470.038m3Pasir pasang@ Rp.90,684.40=Rp3,446.01Sub total :=Rp40,171.48UpahAn. SNI ( Revisi ) 6.9.20.320OhPekerja@ Rp.32,750.00=Rp10,480.000.100OhTukang batu@ Rp.42,000.00=Rp4,200.000.010OhKepala tukang@ Rp.44,000.00=Rp440.000.015OhMandor@ Rp.55,000.00=Rp825.008.33333Sub total :=Rp15,945.007.69231Total upah+bahan :=Rp56,116.48431,665.19Total per : M3=Rp431,665.1910.1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 3 PsBahanAn. SNI ( Revisi ) 6.10.170.000BhBata merah 5 x 11 x 22 cm@ Rp.300.00=Rp21,000.0014.370KgSemen portland@ Rp.829.84=Rp11,924.800.040m3Pasir pasang@ Rp.90,684.40=Rp3,627.38Sub total :=Rp36,552.1873104UpahAn. SNI ( Revisi ) 6.10.20.320OhPekerja@ Rp.32,750.00=Rp10,480.000.100OhTukang batu@ Rp.42,000.00=Rp4,200.000.010OhKepala tukang@ Rp.44,000.00=Rp440.000.015OhMandor@ Rp.55,000.00=Rp825.00Sub total :=Rp15,945.007.6923131890Total upah+bahan :=Rp52,497.18403,824.44104994Total per : M3=Rp403,824.445249711.1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 4 PsBahanAn. SNI ( Revisi ) 6.4.170.000BhBata merah 5 x 11 x 22 cm@ Rp.300.00=Rp21,000.0011.500KgSemen portland@ Rp.829.84=Rp9,543.160.050m3Pasir pasang@ Rp.90,684.40=Rp4,534.22Sub total :=Rp35,077.38UpahAn. SNI ( Revisi ) 6.4.20.320OhPekerja@ Rp.32,750.00=Rp10,480.000.100OhTukang batu@ Rp.42,000.00=Rp4,200.000.010OhKepala tukang@ Rp.44,000.00=Rp440.000.015OhMandor@ Rp.55,000.00=Rp825.00Sub total :=Rp15,945.007.69231Total upah+bahan :=Rp51,022.38392,479.85Total per : M3=Rp392,479.85D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 1812.1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 5 PsBahanAn. SNI ( Revisi ) 6.12.170.000BhBata merah 5 x 11 x 22 cm@ Rp.300.00=Rp21,000.009.680KgSemen portland@ Rp.829.84=Rp8,032.850.051m3Pasir pasang@ Rp.90,684.40=Rp4,624.90Sub total :=Rp33,657.76UpahAn. SNI ( Revisi ) 6.12.20.320OhPekerja@ Rp.32,750.00=Rp10,480.000.100OhTukang batu@ Rp.42,000.00=Rp4,200.000.010OhKepala tukang@ Rp.44,000.00=Rp440.000.015OhMandor@ Rp.55,000.00=Rp825.00Sub total :=Rp15,945.007.69231Total upah+bahan :=Rp49,602.76381,559.66Total per : M3=Rp381,559.6613.1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 6 PsBahanAn. SNI ( Revisi ) 6.13.170.000BhBata merah 5 x 11 x 22 cm@ Rp.300.00=Rp21,000.008.320KgSemen portland@ Rp.829.84=Rp6,904.270.0610m3Pasir pasang@ Rp.90,684.40=Rp5,531.75Sub total :=Rp33,436.02UpahAn. SNI ( Revisi ) 6.13.20.320OhPekerja@ Rp.32,750.00=Rp10,480.000.100OhTukang batu@ Rp.42,000.00=Rp4,200.000.010OhKepala tukang@ Rp.44,000.00=Rp440.000.015OhMandor@ Rp.55,000.00=Rp825.00Sub total :=Rp15,945.007.69231Total upah+bahan :=Rp49,381.02379,853.98Total per : M3=Rp379,853.9814.1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 8 PsBahanAn. SNI ( Revisi ) 6.14.170.000BhBata merah 5 x 11 x 22 cm@ Rp.300.00=Rp21,000.006.500KgSemen portland@ Rp.829.84=Rp5,393.960.009m3Pasir pasang@ Rp.90,684.40=Rp816.16Sub total :=Rp27,210.12UpahAn. SNI ( Revisi ) 6.14.20.320OhPekerja@ Rp.32,750.00=Rp10,480.000.100OhTukang batu@ Rp.42,000.00=Rp4,200.000.010OhKepala tukang@ Rp.44,000.00=Rp440.000.015OhMandor@ Rp.55,000.00=Rp825.00Sub total :=Rp15,945.007.69231Total upah+bahan :=Rp43,155.12331,962.46Total per : M3=Rp331,962.4615.1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 3 Kp : 5 PsBahanAn. SNI ( Revisi ) 6.15.170.0000BhBata merah 5 x 11 x 22 cm@ Rp.300.00=Rp21,000.004.5000KgSemen portland@ Rp.829.84=Rp3,734.280.0130m3Pasir pasang@ Rp.90,684.40=Rp1,178.900.0137m3Kapur padam@ Rp.450,174.40=Rp6,167.39Sub total :=Rp32,080.57UpahAn. SNI ( Revisi ) 6.15.20.325OhPekerja@ Rp.32,750.00=Rp10,643.750.100OhTukang batu@ Rp.42,000.00=Rp4,200.00D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.Halaman : 190.010OhKepala tukang@ Rp.44,000.00=Rp440.000.015OhMandor@ Rp.55,000.00=Rp825.00Sub total :=Rp16,108.757.69231Total upah+bahan :=Rp48,189.32370,687.05Total per : M3=Rp370,687.0516.1 m2 Pasangan bata merah tebal 1/2 bata, 1 Kp : 1 Sm : 1 PsBahanAn. SNI ( Revisi ) 6.16.170.0000BhBata merah 5 x 11 x 22 cm@ Rp.300.00=Rp21,000.000.0180KgSemen merah / bata merah tumbuk@ Rp.829.84=Rp14.940.0180m3Pasir pasang@ Rp.90,684.40=Rp1,632.320.0180m3Kapur padam@ Rp.450,174.40=Rp8,103.14Sub total :=Rp30,750.40UpahAn. SNI ( Revisi ) 6.16.20.320OhPekerja@ Rp.32,750.00=Rp10,480.000.100OhTukang batu@ Rp.42,000.00=Rp4,200.000.010OhKepala tukang@ Rp.44,000.00=Rp440.000.015OhMandor@ Rp.55,000.00=Rp825.00Sub total :=Rp15,945.007.69231Total upah+bahan :=Rp46,695.40359,195.35Total per : M3=Rp359,195.3517.1 m2 Pasangan bata merah tebal 1/2 bata, 1 Kp : 1 Sm : 2 PsBahanAn. SNI ( Revisi ) 6.17.170.0000BhBata merah 5 x 11 x 22 cm@ Rp.300.00=Rp21,000.000.0140KgSemen merah / bata merah tumbuk@ Rp.829.84=Rp11.620.0280m3Pasir pasang@ Rp.90,684.40=Rp2,539.160.0140m3Kapur padam@ Rp.450,174.40=Rp6,302.44Sub total :=Rp29,853.22UpahAn. SNI ( Revisi ) 6.17.20.320OhPekerja@ Rp.32,750.00=Rp10,480.000.100OhTukang batu@ Rp.42,000.00=Rp4,200.000.010OhKepala tukang@ Rp.44,000.00=Rp440.000.015OhMandor@ Rp.55,000.00=Rp825.00Sub total :=Rp15,945.007.69231Total upah+bahan :=Rp45,798.22352,294.02Total per : M3=Rp352,294.02181 m2 Pasangan dinding conblock ( CB. 20 )BahanAn. SNI ( Revisi ) 6.21.112.5000BhConcrete block ( CB. 20 )@ Rp.4,968.00=Rp62,100.0014.0500KgSemen portland@ Rp.829.84=Rp11,659.250.0040m3Pasir beton@ Rp.93,610.00=Rp374.440.0420m3Pasir pasang@ Rp.90,684.40=Rp3


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