Bahan & UpahHARGA UPAH DAN BAHANUPAH1MandorRp.63,200.00-Hari2Kepala TukangRp.84,300.00-Hari3Tukang KayuRp.70,200.00-Hari4Tukang BatuRp.70,200.00-Hari5Tukang BesiRp.70,200.00-Hari6Tukang GaliRp.70,200.00-Hari7Tukang LasRp.70,200.00-Hari8PekerjaRp.44,300.00-Hari0.0BAHAN1Batu ApungRp.121,306.00-M32Batu Belah 15/20Rp.188,600.00-M33Batu Adensit HitamRp.130,000.00-M24Batu BataRp.623.00-Bh5Bata Berongga / BatakoRp.4,104.00-Bh6Besi Beton PolosRp.9,918.00-Kg127507Besi Plat StripRp.9,918.00-Kg8Bubungan GentengRp.58,900.00-M19Cat DasarRp.22,680.00-Kg10Cat PenutupRp.23,112.00-Kg11Cat MeniRp.20,952.00-Kg12Cat Meni BesiRp.20,952.00-Kg13Cat MinyakRp.35,964.00-Kg14DempulRp.16,848.00-Kg15Dolken kayu 8 - 10/400 cmRp.44,172.00-Btg16Door holderRp.24,000.00-Bh17Engsel PintuRp.23,112.00-Psg18Engsel JendelaRp.16,416.00-Psg0.019Fluring Baja RinganRp.18,000.00-M1108,000.0020Hak anginRp.13,716.00-Bh21Floor DrainRp.34,992.00-Bh22Genteng Metal MultiroofRp.67,000.00-M223Gip Sum (120 x 240 cm) t = 12 mmRp.54,970.00-Lbr24IjukRp.12,204.00-Glg25Kaca Polos tebal 5 mmRp.89,316.00-M226Kaca polos tebal 10 mmRp.140,000.00-M227Koral beton / kerikilRp.188,600.00-M328Kayu 5/7Rp.3,639,168.00-M329Kayu Klas I ( Seumantok / Ulin / dll )Rp.4,783,860.00-M330Kayu Klas II ( kamper/Kruing/ Dll )Rp.3,639,168.00-M331kayu Klas III ( Borneo, Dll )Rp.3,368,628.00-M332Kayu BekistingRp.2,461,752.00-M333Kayu Papan BouwplankRp.3,368,628.00-M334Kayu Klas II PapanRp.3,639,168.00-Lbr0.035Kayu ProfilRp.5,292.00-M136Kayu cetakanRp.2,461,752.00-M337Kawat BetonRp.9,396.00-Kg38Kawat harmonikaRp.14,040.00-M239Kunci Pintu 2 SlaagRp.113,600.00-Bh40Kunci tanam antikRp.180,000.00-Bh41Kunci tanam biasaRp.120,000.00-Bh42Kunci tanam kamar mandiRp.70,000.00-Bh43Kunci Selot/GrendelRp.35,000.00-Bh44KuasRp.12,000.00-Bh45kloset Jongkok Keramik setara KIARp.104,220.00-Bh46Kran " atau "Rp.65,000.00-Bh47kait AnginRp.13,700.00-Bh48Keramik lantai 40 x 40 cm, setara RomanRp.65,000.00-Bh49Keramik Lantai 20 x 20 cm anti slip, setara RomanRp.63,000.00-Bh50Keramik dinding 20 x 25 cm, Setara RomanRp.64,000.00-Bh51List kayu 2/4Rp.13,500.00-Btg3,639,168.0052Lem KayuRp.25,000.00-Lt0.01853Minyak Bekisting ( Melamin )Rp.18,000.00-Lt55.555555555654Minyak CatRp.17,928.00-Lt65,505.0255Nok Genteng MetalRp.45,000.00-Lbr56Pipa Galvanis "Rp.11,556.00-M157Pipa Galvanis Rp.15,000.00-M158Pipa Galvanis 1"Rp.20,300.00-M159Pipa Galvanis 1Rp.25,000.00-M10.060Pipa hawaRp.60,000.00-Bh61Pipa Penguras BakRp.30,000.00-Bh62Pipa PVC 3"Rp.35,260.00-M163Pipa PVC 4"Rp.29,730.00-M164Pipa PVC 5"Rp.36,660.00-M165Paku biasa 2" - 5"Rp.10,368.00-Kg66Paku biasa 1/2" - 1"Rp.10,368.00-Kg67Paku SengRp.14,400.00-Kg68Paku Ulir 2,5"Rp.340.00-Bh69Paku SkrupRp.23,000.00-Kg70Paku hak panjang 15 cmRp.30,000.00-Kg71Pasir urugRp.106,164.00-M372Pasir betonRp.127,000.00-M373Pasir pasangRp.115,560.00-M374PlamirRp.11,988.00-Kg75Plywood 4 mmRp.66,200.00-Lbr76Plywood 9 mmRp.138,670.00-Lbr77ResiduRp.2,160.00-Ltr78Semen Portland 40 KgRp.45,990.00-zak1149.750.079Semen Warna 50 KgRp.106,000.00-Zak265080Seng Gelombang BJLS 0,20Rp.30,450.00-M281Seng Primadek Galvalum Span Rib 0,30Rp.52,000.00-M182Seng Plat BJLS 28Rp.55,000.00-Lbr83Seng Plat BJLS 24Rp.50,000.00-Lbr84Seng Gelombang BJLS 32Rp.60,000.00-Lbr85Seng Gelombang BJLS 28Rp.58,000.00-Lbr86Seal TeapRp.5,000.00-Set87Sealent/PerekatRp.9,000.00-Kg88SirtuRp.234,684.00-M389Tanah TimbunRp.44,820.00-M390WastafelRp.448,740.00-Bh91Water drain + AsesoriesRp.80,000.00-BhLhokseumawe, Juni 2008Konsultan PerencanaPT. SUAR SEJATI KONSULTRUSLI H. ISHAK, A.MdDirektur

AnalisaANALISA RENCANA ANGGARAN BIAYASNI 03-2835-2002-1-d1 m Pengukuran dan Pemasangan BouwplankBahan-Kayu 5/70.012M3xRp.3,639,168.00=Rp.43,670.016-Paku biasa 2" - 5"0.020KgxRp.10,368.00=Rp.207.360-Kayu papan Bouwplank 3/200.007M3xRp.3,368,628.00=Rp.23,580.396Jumlah (1)=Rp.67,457.772Tenaga-Tukang Kayu0.100OhxRp.70,200.00=Rp.7,020.000-Pekerja0.100OhxRp.44,300.00=Rp.4,430.000-Kepala Tukang0.010OhxRp.84,300.00=Rp.843.000-Mandor0.005OhxRp.63,200.00=Rp.316.000Jumlah (2)=Rp.12,609.000Jumlah (1) + (2)=Rp.80,066.772SNI 03-2835-2002-1-h1 m Membersihkan lapangan dan perataanTenaga-Pekerja0.100OhxRp.44,300.00=Rp.4,430.000-Mandor0.050OhxRp.63,200.00=Rp.3,160.000Jumlah=Rp.7,590.000SNI 03-2835-2002-2-a1 m3 galian tanah biasa sedalam 1 meterTenaga-Pekerja0.400OhxRp.44,300.00=Rp.17,720.000-Tukang gali0.0OhxRp.70,200.00=Rp.0.0-Kepala tukang0.0OhxRp.84,300.00=Rp.0.0-Mandor0.040OhxRp.63,200.00=Rp.2,528.000Jumlah=Rp.20,248.000SNI 03-2835-2002-2-b1 m3 galian tanah biasa sedalam 2 meterTenaga-Pekerja0.526OhxRp.44,300.00=Rp.23,301.800-Tukang gali0.0OhxRp.70,200.00=Rp.0.0-Kepala tukang0.0OhxRp.84,300.00=Rp.0.0-Mandor0.052OhxRp.63,200.00=Rp.3,286.400Jumlah=Rp.26,588.200SNI 03-2835-2002-2-i1 m3 Urugan kembaliTenaga-Pekerja0.192OhxRp.44,300.00=Rp.8,505.600-Tukang gali0.0OhxRp.70,200.00=Rp.0.0-Kepala tukang0.0OhxRp.84,300.00=Rp.0.0-Mandor0.019OhxRp.63,200.00=Rp.1,200.800Jumlah=Rp.9,706.400SNI 03-2835-2002-2-j1 m3 Timbunan dan pemadatan tanahBahan-Tanah Timbun1.200M3xRp.44,820.00=Rp.53,784.000Jumlah (1)=Rp.53,784.000Tenaga-Pekerja0.500OhxRp.44,300.00=Rp.22,150.000-Tukang gali0.0OhxRp.70,200.00=Rp.0.0-Kepala tukang0.0OhxRp.84,300.00=Rp.0.0-Mandor0.050OhxRp.63,200.00=Rp.3,160.000Jumlah (2)=Rp.25,310.000Jumlah (1) + (2)=Rp.79,094.000SNI 03-2835-2002-2-k1 m3 Urugan pasirBahan-Pasir urug1.200M3xRp.106,164.00=Rp.127,396.800Jumlah (1)=Rp.127,396.800Tenaga-Pekerja0.300OhxRp.44,300.00=Rp.13,290.000-Tukang gali0.0OhxRp.70,200.00=Rp.0.0-Kepala tukang0.0OhxRp.84,300.00=Rp.0.0-Mandor0.010OhxRp.63,200.00=Rp.632.000Jumlah (2)=Rp.13,922.000Jumlah (1) + (2)=Rp.141,318.800SNI 03-2836-2002-d1 m3 Pasang pondasi batu kali, 1 Pc : 3 PsBahan-Batu belah 15/20 cm1.100M3xRp.188,600.00=Rp.207,460.000-Sement Portland202.000KgxRp.1,149.75=Rp.232,249.500-Pasir pasang0.485M3xRp.115,560.00=Rp.56,046.600Jumlah (1)=Rp.495,756.100Tenaga-Pekerja1.500OhxRp.44,300.00=Rp.66,450.000-Tukang Batu0.600OhxRp.70,200.00=Rp.42,120.000-Kepala tukang0.060OhxRp.84,300.00=Rp.5,058.000-Mandor0.075OhxRp.63,200.00=Rp.4,740.000Jumlah (2)=Rp.118,368.000Jumlah (1) + (2)=Rp.614,124.100SNI 03-2836-2002-n1 m3 Pasang pondasi batu kosongBahan-Batu belah 15/20 cm1.200M3xRp.188,600.00=Rp.226,320.000-Pasir urug0.300M3xRp.106,164.00=Rp.31,849.200Jumlah (1)=Rp.258,169.200Tenaga-Pekerja0.780OhxRp.44,300.00=Rp.34,554.000-Tukang Batu0.390OhxRp.70,200.00=Rp.27,378.000-Kepala tukang0.039OhxRp.84,300.00=Rp.3,287.700-Mandor0.039OhxRp.63,200.00=Rp.2,464.800Jumlah (2)=Rp.67,684.500Jumlah (1) + (2)=Rp.325,853.700SNI 03-2836-2002-n11 m3 Pasang batu apung kosongBahan-Batu belah 15/20 cm1.200M3xRp.188,600.00=Rp.226,320.000-Pasir urug0.300M3xRp.5,000.00=Rp.1,500.000Jumlah (1)=Rp.227,820.000Tenaga-Pekerja0.780OhxRp.44,300.00=Rp.34,554.000-Tukang Batu0.390OhxRp.70,200.00=Rp.27,378.000-Kepala tukang0.039OhxRp.84,300.00=Rp.3,287.700-Mandor0.039OhxRp.63,200.00=Rp.2,464.800Jumlah (2)=Rp.67,684.500Jumlah (1) + (2)=Rp.295,504.500SNI 03-2837-2002-1-b1 m2 Pasang bata merah tebal 1 bata, 1 Pc : 2 PsBahan79.3650793651-Bata merah 5 x 11 x 22140.000BhxRp.623.00=Rp.87,220.0000.0126-Semen Portland43.500KgxRp.1,149.75=Rp.50,014.125-Pasir pasang0.080M3xRp.115,560.00=Rp.9,244.800Jumlah (1)=Rp.146,478.925Tenaga-Pekerja0.650OhxRp.44,300.00=Rp.28,795.000-Tukang Batu0.200OhxRp.70,200.00=Rp.14,040.000-Kepala tukang0.020OhxRp.84,300.00=Rp.1,686.000-Mandor0.030OhxRp.63,200.00=Rp.1,896.000Jumlah (2)=Rp.46,417.000Jumlah (1) + (2)=Rp.192,895.925SNI 03-2837-2002-1-d1 m2 Pasang bata merah tebal 1 bata, 1 Pc : 4 PsBahan-Bata merah 5 x 11 x 22140.000BhxRp.623.00=Rp.87,220.000-Semen Portland26.550KgxRp.1,149.75=Rp.30,525.863-Pasir pasang0.093M3xRp.115,560.00=Rp.10,747.080Jumlah (1)=Rp.128,492.943Tenaga-Pekerja0.650OhxRp.44,300.00=Rp.28,795.000-Tukang Batu0.200OhxRp.70,200.00=Rp.14,040.000-Kepala tukang0.020OhxRp.84,300.00=Rp.1,686.000-Mandor0.030OhxRp.63,200.00=Rp.1,896.000Jumlah (2)=Rp.46,417.000Jumlah (1) + (2)=Rp.174,909.943SNI 03-2837-2002-1-i1 m2 Pasang bata merah tebal 1/2 bata, 1 Pc : 2 PsBahan-Bata merah 5 x 11 x 2270.000BhxRp.623.00=Rp.43,610.000-Semen Portland18.950KgxRp.1,149.75=Rp.21,787.763-Pasir pasang0.038M3xRp.115,560.00=Rp.4,391.280Jumlah (1)=Rp.69,789.043Tenaga-Pekerja0.320OhxRp.44,300.00=Rp.14,176.000-Tukang Batu0.100OhxRp.70,200.00=Rp.7,020.000-Kepala tukang0.010OhxRp.84,300.00=Rp.843.000-Mandor0.015OhxRp.63,200.00=Rp.948.000Jumlah (2)=Rp.22,987.000Jumlah (1) + (2)=Rp.92,776.043SNI 03-2837-2002-1-k1 m2 Pasang bata merah tebal 1/2 bata, 1 Pc : 4 PsBahan-Bata merah 5 x 11 x 2270.000BhxRp.623.00=Rp.43,610.000-Semen Portland11.500KgxRp.1,149.75=Rp.13,222.125-Pasir pasang0.043M3xRp.115,560.00=Rp.4,969.080Jumlah (1)=Rp.61,801.205Tenaga-Pekerja0.320OhxRp.44,300.00=Rp.14,176.000-Tukang Batu0.100OhxRp.70,200.00=Rp.7,020.000-Kepala tukang0.010OhxRp.84,300.00=Rp.843.000-Mandor0.015OhxRp.63,200.00=Rp.948.000Jumlah (2)=Rp.22,987.000Jumlah (1) + (2)=Rp.84,788.205SNI 03-2837-2002-2-b1 m2 Plesteran, 1 Pc : 2 Ps, tebal 15 mmBahan-Semen Portland8.520KgxRp.1,149.75=Rp.9,795.870-Pasir pasang0.017M3xRp.115,560.00=Rp.1,964.520Jumlah (1)=Rp.11,760.390Tenaga-Pekerja0.200OhxRp.44,300.00=Rp.8,860.000-Tukang Batu0.150OhxRp.70,200.00=Rp.10,530.000-Kepala tukang0.015OhxRp.84,300.00=Rp.1,264.500-Mandor0.010OhxRp.63,200.00=Rp.632.000Jumlah (2)=Rp.21,286.500Jumlah (1) + (2)=Rp.33,046.890SNI 03-2837-2002-2-d1 m2 Plesteran, 1 Pc : 4 Ps, tebal 15 mmBahan-Semen Portland5.200KgxRp.1,149.75=Rp.5,978.700-Pasir pasang0.020M3xRp.115,560.00=Rp.2,311.200Jumlah (1)=Rp.8,289.900Tenaga-Pekerja0.200OhxRp.44,300.00=Rp.8,860.000-Tukang Batu0.150OhxRp.70,200.00=Rp.10,530.000-Kepala tukang0.015OhxRp.84,300.00=Rp.1,264.500-Mandor0.010OhxRp.63,200.00=Rp.632.000Jumlah (2)=Rp.21,286.500Jumlah (1) + (2)=Rp.29,576.400SNI 03-3434-2002-b1 m3 Pasang kusen pintu dan jendela kayu klas IBahan-Kayu klas I, Balok1.200M3xRp.4,783,860.00=Rp.5,740,632.000Jumlah (1)=Rp.5,740,632.000Tenaga-Pekerja6.000OhxRp.44,300.00=Rp.265,800.000-Tukang Kayu18.000OhxRp.70,200.00=Rp.1,263,600.000-Kepala tukang2.000OhxRp.84,300.00=Rp.168,600.000-Mandor0.300OhxRp.63,200.00=Rp.18,960.000Jumlah (2)=Rp.1,716,960.000Jumlah (1) + (2)=Rp.7,457,592.000SNI 03-3434-2002-h1 m3 Pasang pintu panel kayu klas IIBahan-Kayu klas II, papan0.040M3xRp.3,639,168.00=Rp.145,566.720Jumlah (1)=Rp.145,566.720Tenaga-Pekerja1.000OhxRp.44,300.00=Rp.44,300.000-Tukang Kayu2.500OhxRp.70,200.00=Rp.175,500.000-Kepala tukang0.250OhxRp.84,300.00=Rp.21,075.000-Mandor0.050OhxRp.63,200.00=Rp.3,160.000Jumlah (2)=Rp.244,035.000Jumlah (1) + (2)=Rp.389,601.720SNI 03-3434-2002-j1 m3 Pasang pintu dan jendela kaca kayu klas IIBahan-Kayu klas II, papan0.035M3xRp.3,639,168.00=Rp.127,370.880Jumlah (1)=Rp.127,370.880Tenaga-Pekerja0.800OhxRp.44,300.00=Rp.35,440.000-Tukang Kayu2.000OhxRp.70,200.00=Rp.140,400.000-Kepala tukang0.200OhxRp.84,300.00=Rp.16,860.000-Mandor0.040OhxRp.63,200.00=Rp.2,528.000Jumlah (2)=Rp.195,228.000Jumlah (1) + (2)=Rp.322,598.880SNI 03-3434-2002-q1 m2 Pasang jalusi mati kusen kayu klas IIBahan-Kayu klas II, papan0.060M3xRp.3,639,168.00=Rp.218,350.080-Paku biasa 1/2" - 1"0.150KgxRp.10,368.00=Rp.1,555.200Jumlah (1)=Rp.219,905.280Tenaga-Pekerja0.500OhxRp.44,300.00=Rp.22,150.000-Tukang Kayu2.000OhxRp.70,200.00=Rp.140,400.000-Kepala tukang0.200OhxRp.84,300.00=Rp.16,860.000-Mandor0.025OhxRp.63,200.00=Rp.1,580.000Jumlah (2)=Rp.180,990.000Jumlah (1) + (2)=Rp.400,895.280SNI 03-3434-2002-ab1 m3 Pasang konstruksi kuda - kuda kayu klas IIBahan-Kayu klas II, balok1.100M3xRp.3,639,168.00=Rp.4,003,084.800-Besi strip15.000KgxRp.9,918.00=Rp.148,770.000-Paku biasa 2" - 5"0.800KgxRp.10,368.00=Rp.8,294.400Jumlah (1)=Rp.4,160,149.200Tenaga-Pekerja0.500OhxRp.44,300.00=Rp.22,150.000-Tukang Kayu2.000OhxRp.70,200.00=Rp.140,400.000-Kepala tukang0.200OhxRp.84,300.00=Rp.16,860.000-Mandor0.025OhxRp.63,200.00=Rp.1,580.000Jumlah (2)=Rp.180,990.000Jumlah (1) + (2)=Rp.4,341,139.200SNI 03-3434-2002-an1 m2 Pasang rangka Furing/Baja RinganBahan-Rangka Furing/Baja ringan2.600M1xRp.18,000.00=Rp.46,800.000-Baut kecil0.150KgxRp.23,000.00=Rp.3,450.000Jumlah (1)=Rp.50,250.000Tenaga-Pekerja0.150OhxRp.44,300.00=Rp.6,645.000-Tukang Kayu0.250OhxRp.70,200.00=Rp.17,550.000-Kepala tukang0.025OhxRp.84,300.00=Rp.2,107.500-Mandor0.075OhxRp.63,200.00=Rp.4,740.000Jumlah (2)=Rp.31,042.500Jumlah (1) + (2)=Rp.81,292.500SNI 03-3434-2002-av55.55555555561 m2 Pasang lisplang ukuran ( 3 x 30 ) cm, kayu klas I0.018Bahan55.5555555556-Kayu klas I, Papan0.0180M3xRp.4,783,860.00=Rp.86,109.4800.018-Paku biasa 2" - 5"0.050KgxRp.23,000.00=Rp.1,150.00086,979.27Jumlah (1)=Rp.87,259.480Tenaga-Pekerja0.100OhxRp.44,300.00=Rp.4,430.000-Tukang Kayu0.200OhxRp.70,200.00=Rp.14,040.000-Kepala tukang0.020OhxRp.84,300.00=Rp.1,686.000-Mandor0.005OhxRp.63,200.00=Rp.316.000Jumlah (2)=Rp.20,472.000Jumlah (1) + (2)=Rp.107,731.480Analisa biaya konstruksi pekerjaan betonSNI 03 - 3435 - 2002 - a1 m3 Membuat beton tumbuk, 1 Pc : 3 Ps : 5 KrBahan-Semen Portland248.000KgxRp.1,149.75=Rp.285,138.000-Pasir beton0.520M3xRp.127,000.00=Rp.66,040.000-Koral beton0.870M3xRp.188,600.00=Rp.164,082.000Jumlah ( 1 )Rp.515,260.000Tenaga-Pekerja1.650OhxRp.44,300.00=Rp.73,095.000-Tukang batu0.250OhxRp.70,200.00=Rp.17,550.000-Kepala tukang0.025OhxRp.84,300.00=Rp.2,107.500-Mandor0.080OhxRp.63,200.00=Rp.5,056.000Jumlah ( 2 )=Rp.97,808.500Jumlah (1) + (2)=Rp.613,068.500SNI 03 - 3435 - 2002 - d1 m3 Membuat lantai kerja beton tumbuk, 1 Pc : 3 Ps : 5 KrBahan-Semen Portland10.000KgxRp.1,149.75=Rp.11,497.500-Pasir beton0.026M3xRp.127,000.00=Rp.3,302.000-Koral beton0.044M3xRp.188,600.00=Rp.8,298.400Jumlah ( 1 )=Rp.23,097.900Tenaga-Pekerja1.150OhxRp.44,300.00=Rp.50,945.000-Tukang batu0.020OhxRp.70,200.00=Rp.1,404.000-Kepala tukang0.002OhxRp.84,300.00=Rp.168.600-Mandor0.006OhxRp.63,200.00=Rp.379.200Jumlah ( 2 )=Rp.52,896.800Jumlah (1) + (2)=Rp.75,994.700SNI 03 - 3435 - 2002 - ai1 m3 Membuat beton dengan mutu K 225Bahan-Semen Portland340.000KgxRp.1,149.75=Rp.390,915.000-Pasir beton0.540M3xRp.127,000.00=Rp.68,580.000-Koral beton0.850M3xRp.188,600.00=Rp.160,310.000Jumlah ( 1 )=Rp.619,805.000Tenaga-Pekerja6.000OhxRp.44,300.00=Rp.265,800.0006.0000-Tukang batu1.000OhxRp.70,200.00=Rp.70,200.0000.3000-Kepala tukang0.100OhxRp.84,300.00=Rp.8,430.0001.0000-Mandor0.300OhxRp.63,200.00=Rp.18,960.0000.1000Jumlah ( 2 )=Rp.363,390.000Jumlah (1) + (2)=Rp.983,195.000SNI 03 - 3435 - 2002 - y1 Kg Pembesian dengan besi polosBahan-Besi beton ( polos )1.100KgxRp.9,918.00=Rp.10,909.800-Kawat beton0.015KgxRp.9,396.00=Rp.140.940Jumlah ( 1 )=Rp.11,050.740Tenaga-Pekerja0.0070OhxRp.44,300.00=Rp.310.100-Tukang besi0.0070OhxRp.70,200.00=Rp.491.400-Kepala tukang0.0007OhxRp.84,300.00=Rp.59.010-Mandor0.0003OhxRp.63,200.00=Rp.18.960Jumlah ( 2 )=Rp.879.470Jumlah (1) + (2)=Rp.11,930.210SNI 03 - 3435 - 2002 - ab1 m2 Pasang bekisting untuk pondasiBahan-Kayu Bekisting0.040M3xRp.2,461,752.00=Rp.98,470.080-Paku biasa 2" - 5"0.300KgxRp.23,000.00=Rp.6,900.000-Minyak bekisting0.100LtxRp.18,000.00=Rp.1,800.000Jumlah ( 1 )=Rp.107,170.080Tenaga-Pekerja0.300OhxRp.44,300.00=Rp.13,290.000-Tukang kayu0.260OhxRp.70,200.00=Rp.18,252.000-Kepala tukang0.026OhxRp.84,300.00=Rp.2,191.800-Mandor0.005OhxRp.63,200.00=Rp.316.000Jumlah ( 2 )=Rp.34,049.800Jumlah (1) + (2)=Rp.141,219.880SNI 03 - 3435 - 2002 - ac1 m2 Pasang bekisting untuk sloofBahan-Kayu Bekisting0.045M3xRp.2,461,752.00=Rp.110,778.840-Paku biasa 2" - 5"0.300KgxRp.23,000.00=Rp.6,900.000-Minyak bekisting0.100LtxRp.18,000.00=Rp.1,800.000Jumlah ( 1 )=Rp.119,478.840Tenaga-Pekerja0.300OhxRp.44,300.00=Rp.13,290.000-Tukang kayu0.260OhxRp.70,200.00=Rp.18,252.000-Kepala tukang0.026OhxRp.84,300.00=Rp.2,191.800-Mandor0.005OhxRp.63,200.00=Rp.316.000Jumlah ( 2 )=Rp.34,049.800Jumlah (1) + (2)=Rp.153,528.640SNI 03 - 3435 - 2002 - ad1 m2 Pasang bekisting untuk kolomBahan-Kayu Bekisting0.040M3xRp.2,461,752.00=Rp.98,470.080-Paku biasa 2" - 5"0.400KgxRp.23,000.00=Rp.9,200.000-Minyak bekisting0.200LtxRp.18,000.00=Rp.3,600.000-Balok kayu borneo0.015M3xRp.3,368,628.00=Rp.50,529.420-Plywood tebal 9 mm0.350LbrxRp.138,670.00=Rp.48,534.500-Dolken kayu 8 - 10/4 m2.000BtgxRp.44,172.00=Rp.88,344.000Jumlah ( 1 )=Rp.298,678.000Tenaga-Pekerja0.300OhxRp.44,300.00=Rp.13,290.000-Tukang kayu0.260OhxRp.70,200.00=Rp.18,252.000-Kepala tukang0.026OhxRp.84,300.00=Rp.2,191.800-Mandor0.005OhxRp.63,200.00=Rp.316.000Jumlah ( 2 )=Rp.34,049.800Jumlah (1) + (2)=Rp.332,727.800SNI 03 - 3435 - 2002 - ae1 m2 Pasang bekisting untuk balokBahan-Kayu Bekisting0.040M3xRp.2,461,752.00=Rp.98,470.080-Paku biasa 2" - 5"0.400KgxRp.23,000.00=Rp.9,200.000-Minyak bekisting0.200LtxRp.18,000.00=Rp.3,600.000-Balok kayu borneo0.018M3xRp.3,368,628.00=Rp.60,635.304-Plywood tebal 9 mm0.350LbrxRp.138,670.00=Rp.48,534.500-Dolken kayu 8 - 10/4 m2.000BtgxRp.44,172.00=Rp.88,344.000Jumlah ( 1 )=Rp.308,783.884Tenaga-Pekerja0.320OhxRp.44,300.00=Rp.14,176.000-Tukang kayu0.330OhxRp.70,200.00=Rp.23,166.000-Kepala tukang0.033OhxRp.84,300.00=Rp.2,781.900-Mandor0.006OhxRp.63,200.00=Rp.379.200Jumlah ( 2 )=Rp.40,503.100Jumlah (1) + (2)=Rp.349,286.984SNI 03 - 3435 - 2002 - af1 m2 Pasang bekisting untuk lantaiBahan-Kayu Bekisting0.040M3xRp.2,461,752.00=Rp.98,470.080-Paku biasa 2" - 5"0.400KgxRp.23,000.00=Rp.9,200.000-Minyak bekisting0.200LtxRp.18,000.00=Rp.3,600.000-Balok kayu borneo0.015M3xRp.3,368,628.00=Rp.50,529.420-Plywood tebal 9 mm0.350LbrxRp.138,670.00=Rp.48,534.500-Dolken kayu 8 - 10/4 m3.000BtgxRp.44,172.00=Rp.132,516.000Jumlah ( 1 )=Rp.342,850.000Tenaga-Pekerja0.320OhxRp.44,300.00=Rp.14,176.000-Tukang kayu0.330OhxRp.70,200.00=Rp.23,166.000-Kepala tukang0.033OhxRp.84,300.00=Rp.2,781.900-Mandor0.006OhxRp.63,200.00=Rp.379.200Jumlah ( 2 )=Rp.40,503.100Jumlah (1) + (2)=Rp.383,353.100Pekerjaan lai-lainUntuk membongkar cetakan dan menyiram beton diperlukan-Pekerja4.000OhxRp.44,300.00=Rp.177,200.00Jumlah ( 1 )=Rp.177,200.00SUPLEMEN SNI 03-3435-2002 a1 M3 Sloof ukuran 18 x 25 cmBeton Cor K 2251.000M3xRp.983,195.00=Rp.983,195.000Pekerjaan besi137.158KgxRp.11,930.21=Rp.1,636,323.743Cetakan beton12.089M2xRp.153,528.64=Rp.1,856,007.729Pekerjaan lain-lain1.000OhxRp.177,200.00=Rp.177,200.000=Rp.4,652,726.472SUPLEMEN SNI 03-3435-2002 b1 M3 Kolom 30/40 cmBeton Cor K 2251.000M3xRp.983,195.00=Rp.983,195.000Pekerjaan besi161.000KgxRp.11,930.21=Rp.1,920,763.810Cetakan beton11.760M2xRp.332,727.80=Rp.3,912,878.92814.41.08Pekerjaan lain-lain1.000OhxRp.177,200.00=Rp.177,200.000=Rp.6,994,037.738SUPLEMEN SNI 03-3435-2002 c1 M3 Kolom 30/30 cmBeton Cor K 2251.000M3xRp.983,195.00=Rp.983,195.000Pekerjaan besi174.000KgxRp.11,930.21=Rp.2,075,856.540Cetakan beton14.400M2xRp.332,727.80=Rp.4,791,280.32011.761.008Pekerjaan lain-lain1.000OhxRp.177,200.00=Rp.177,200.000=Rp.8,027,531.860SUPLEMEN SNI 03-3435-2002 d1 M3 Kolom 13/13 cmBeton Cor K 2251.000M3xRp.983,195.00=Rp.983,195.000Pekerjaan besi241.000KgxRp.11,930.21=Rp.2,875,180.610Cetakan beton15.385M2xRp.332,727.80=Rp.5,119,017.203271.0125Pekerjaan lain-lain1.000OhxRp.177,200.00=Rp.177,200.000=Rp.9,154,592.813SUPLEMEN SNI 03-3435-2002 e1 M3 Ring balk 15 x 40 cmBeton Cor K 2251.000M3xRp.983,195.00=Rp.983,195.000Pekerjaan besi143.000KgxRp.11,930.21=Rp.1,706,020.030Cetakan beton15.385M2xRp.349,286.98=Rp.5,373,780.249Pekerjaan lain-lain1.000OhxRp.177,200.00=Rp.177,200.000=Rp.8,240,195.279SUPLEMEN SNI 03-3435-2002 f1 M3 Balok lantai 13 x 13 cmBeton Cor K 2251.000M3xRp.983,195.00=Rp.983,195.000Pekerjaan besi259.811KgxRp.11,930.21=Rp.3,099,599.790Cetakan beton15.385M2xRp.349,286.98=Rp.5,373,780.249Pekerjaan lain-lain1.000OhxRp.177,200.00=Rp.177,200.000=Rp.9,633,775.039SUPLEMEN SNI 03-3435-2002 g1 M3 Balok lantai 30 x 40 cmBeton Cor K 2251.000M3xRp.983,195.00=Rp.983,195.000Pekerjaan besi173.880KgxRp.11,930.21=Rp.2,074,424.915Cetakan beton7.224M2xRp.349,286.98=Rp.2,523,249.1727.2241.008Pekerjaan lain-lain1.000OhxRp.177,200.00=Rp.177,200.000=Rp.5,758,069.087SUPLEMEN SNI 03-3435-2002 h1 M3 Balok lantai 30 x 50 cmBeton Cor K 2251.000M3xRp.983,195.00=Rp.983,195.000Pekerjaan besi148.880KgxRp.11,930.21=Rp.1,776,169.665Cetakan beton7.420M2xRp.349,286.98=Rp.2,591,709.4217.421.05Pekerjaan lain-lain1.000OhxRp.177,200.00=Rp.177,200.000=Rp.5,528,274.086SUPLEMEN SNI 03-3435-2002 i1 M3 Balok lantai 25 x 40 cmBeton Cor K 2251.000M3xRp.983,195.00=Rp.983,195.000Pekerjaan besi166.320KgxRp.11,930.21=Rp.1,984,232.527Cetakan beton8.100M2xRp.349,286.98=Rp.2,829,224.5708.11Pekerjaan lain-lain1.000OhxRp.177,200.00=Rp.177,200.000=Rp.5,973,852.098SUPLEMEN SNI 03-3435-2002 j1 M3 Balok lantai 25 x 35 cmBeton Cor K 2251.000M3xRp.983,195.00=Rp.983,195.000Pekerjaan besi137.670KgxRp.11,930.21=Rp.1,642,432.011Cetakan beton9.720M2xRp.349,286.98=Rp.3,395,069.4849.721.05Pekerjaan lain-lain1.000OhxRp.177,200.00=Rp.177,200.000=Rp.6,197,896.495SUPLEMEN SNI 03-3435-2002 k1 M3 Ring Balok 20 x 30 cmBeton Cor K 2251.000M3xRp.983,195.00=Rp.983,195.000Pekerjaan besi176.000KgxRp.11,930.21=Rp.2,099,716.960Cetakan beton10.880M2xRp.349,286.98=Rp.3,800,242.38610.881.02Pekerjaan lain-lain1.000OhxRp.177,200.00=Rp.177,200.000=Rp.7,060,354.346SUPLEMEN SNI 03-3435-2002 l1 M3 Top gevel 13 x 15 cmBeton Cor K 2251.000M3xRp.983,195.00=Rp.983,195.000Pekerjaan besi230.563KgxRp.11,930.21=Rp.2,750,665.008Cetakan beton15.385M2xRp.349,286.98=Rp.5,373,780.249Pekerjaan lain-lain1.000OhxRp.177,200.00=Rp.177,200.000=Rp.9,284,840.257SUPLEMEN SNI 03-3435-2002 m1 M3 Sun Wearing / plat lantai t = 12 mmBeton Cor K 2251.000M3xRp.983,195.00=Rp.983,195.000Pekerjaan besi112.037KgxRp.11,930.21=Rp.1,336,624.9381.0056Cetakan beton8.380M2xRp.383,353.10=Rp.3,212,498.978Pekerjaan lain-lain1.000OhxRp.177,200.00=Rp.177,200.000=Rp.5,709,518.916SNI 03-3436-2002-am1 M2 Pasang atap seng primadekBahan-Seng Primadek Galvalum Span Rib 0,301.500M1xRp.52,000.00=Rp.78,000.000-Paku Ulir 2,5"4.000BhxRp.340.00=Rp.1,360.000Jumlah (1)=Rp.79,360.000Tenaga-Pekerja0.120OhxRp.44,300.00=Rp.5,316.000-Tukang kayu0.060OhxRp.70,200.00=Rp.4,212.000-Kepala tukang0.006OhxRp.84,300.00=Rp.505.800-Mandor0.006OhxRp.63,200.00=Rp.379.200Jumlah (2)=Rp.10,413.000Jumlah (1) + (2)=Rp.89,773.000SNI 03-3436-2002-an1 M2 Pasang atap Genteng SupersteelBahan-Genteng Multiroof1.000M2xRp.67,000.00=Rp.67,000.000-Paku Seng0.030KgxRp.14,400.00=Rp.432.000Jumlah (1)=Rp.67,432.000Tenaga-Pekerja0.100OhxRp.44,300.00=Rp.4,430.000-Tukang kayu0.200OhxRp.70,200.00=Rp.14,040.000-Kepala tukang0.020OhxRp.84,300.00=Rp.1,686.000-Mandor0.005OhxRp.63,200.00=Rp.316.000Jumlah (2)=Rp.20,472.000Jumlah (1) + (2)=Rp.87,904.000SNI 03-3436-2002-ao1 M1 Pasang Bubungan Genteng MultiroofBahan-Bubungan Genteng Multiroof1.000M1xRp.58,900.00=Rp.58,900.000-Paku Seng0.020KgxRp.14,400.00=Rp.288.000Jumlah (1)=Rp.59,188.000Tenaga-Pekerja0.120OhxRp.44,300.00=Rp.5,316.000-Tukang kayu0.060OhxRp.70,200.00=Rp.4,212.000-Kepala tukang0.006OhxRp.84,300.00=Rp.505.800-Mandor0.006OhxRp.63,200.00=Rp.379.200Jumlah (2)=Rp.10,413.000Jumlah (1) + (2)=Rp.69,601.000SNI 03-2838-2002-1-j1 M2 Pekerjaan pasang Gypsum tebal 12 mmBahan-Gypsum 12 mm0.350LbrxRp.54,970.00=Rp.19,239.500-Paku skrup0.030KgxRp.23,000.00=Rp.690.000Jumlah (1)=Rp.19,929.500Tenaga-Pekerja0.070OhxRp.44,300.00=Rp.3,101.000-Tukang kayu0.100OhxRp.70,200.00=Rp.7,020.000-Kepala tukang0.010OhxRp.84,300.00=Rp.843.000-Mandor0.004OhxRp.63,200.00=Rp.252.800Jumlah (2)=Rp.11,216.800Jumlah (1) + (2)=Rp.31,146.300SNI 03-2838-2002-2-bMemasang 1 buah kloset jongkok porselenBahan-Kloset jongkok porselen1.000BhxRp.104,220.00=Rp.104,220.000-Semen portland6.000KgxRp.1,149.75=Rp.6,898.500-Pasir pasang0.010M3xRp.115,560.00=Rp.1,155.600Jumlah (1)=Rp.112,274.100Tenaga-Pekerja1.000OhxRp.44,300.00=Rp.44,300.000-Tukang batu1.500OhxRp.70,200.00=Rp.105,300.000-Kepala tukang1.500OhxRp.84,300.00=Rp.126,450.000-Mandor0.160OhxRp.63,200.00=Rp.10,112.000Jumlah (2)=Rp.286,162.000Jumlah (1) + (2)=Rp.398,436.100SNI 03-2838-2002-2-oMemasang 1 m1 pipa galvanis diameter "Bahan-Pipa galvanis1.200M1xRp.11,556.00=Rp.13,867.200-Perlengkapan35.000%xRp.11,556.00=Rp.404,460.000Jumlah (1)=Rp.418,327.200Tenaga-Pekerja0.054OhxRp.44,300.00=Rp.2,392.200-Tukang batu0.090OhxRp.70,200.00=Rp.6,318.000-Kepala tukang0.009OhxRp.84,300.00=Rp.758.700-Mandor0.027OhxRp.63,200.00=Rp.1,706.400Jumlah (2)=Rp.11,175.300Jumlah (1) + (2)=Rp.429,502.500SNI 03-2838-2002-2-pMemasang 1 m1 pipa galvanis diameter "Bahan-Pipa galvanis1.200M1xRp.15,000.00=Rp.18,000.000-Perlengkapan35.000%xRp.15,000.00=Rp.525,000.000Jumlah (1)=Rp.543,000.000Tenaga-Pekerja0.054OhxRp.44,300.00=Rp.2,392.200-Tukang batu0.090OhxRp.70,200.00=Rp.6,318.000-Kepala tukang0.009OhxRp.84,300.00=Rp.758.700-Mandor0.027OhxRp.63,200.00=Rp.1,706.400Jumlah (2)=Rp.11,175.300Jumlah (1) + (2)=Rp.554,175.300SNI 03-2838-2002-2-af 2Memasang Pipa hawaBahan-Pipa hawa1.000BhxRp.60,000.00=Rp.60,000.000Jumlah (1)=Rp.60,000.000Tenaga-Pekerja0.010OhxRp.44,300.00=Rp.443.000-Tukang batu0.100OhxRp.70,200.00=Rp.7,020.000-Kepala tukang0.010OhxRp.84,300.00=Rp.843.000-Mandor0.005OhxRp.63,200.00=Rp.316.000Jumlah (2)=Rp.8,622.000Jumlah (1) + (2)=Rp.68,622.000SNI 03-2838-2002-4-b1 buah pasang kunci tanam biasaBahan-Kunci tanam biasa1.000BhxRp.120,000.00=Rp.120,000.000Jumlah (1)=Rp.120,000.000Tenaga-Pekerja0.010OhxRp.44,300.00=Rp.443.000-Tukang kayu0.500OhxRp.70,200.00=Rp.35,100.000-Kepala tukang0.010OhxRp.84,300.00=Rp.843.000-Mandor0.005OhxRp.63,200.00=Rp.316.000Jumlah (2)=Rp.36,702.000Jumlah (1) + (2)=Rp.156,702.000SNI 03-2838-2002-4-c1 buah pasang kunci tanam kamar mandiBahan-Kunci tanam kamar mandi1.000BhxRp.70,000.00=Rp.70,000.000Jumlah (1)=Rp.70,000.000Tenaga-Pekerja0.005OhxRp.44,300.00=Rp.221.500-Tukang kayu0.500OhxRp.70,200.00=Rp.35,100.000-Kepala tukang0.005OhxRp.84,300.00=Rp.421.500-Mandor0.0025OhxRp.63,200.00=Rp.158.000Jumlah (2)=Rp.35,901.000Jumlah (1) + (2)=Rp.105,901.000SNI 03-2838-2002-4-e1 buah pasang engsel pintuBahan-Engsel pintu1.000BhxRp.23,112.00=Rp.23,112.000Jumlah (1)=Rp.23,112.000Tenaga-Pekerja0.015OhxRp.44,300.00=Rp.664.500-Tukang kayu0.150OhxRp.70,200.00=Rp.10,530.000-Kepala tukang0.015OhxRp.84,300.00=Rp.1,264.500-Mandor0.00075OhxRp.63,200.00=Rp.47.400Jumlah (2)=Rp.12,506.400Jumlah (1) + (2)=Rp.35,618.400SNI 03-2838-2002-4-f1 buah pasang engsel jendela kupu-kupuBahan-Engsel jendela1.000BhxRp.16,416.00=Rp.16,416.000Jumlah (1)=Rp.16,416.000Tenaga-Pekerja0.010OhxRp.44,300.00=Rp.443.000-Tukang kayu0.100OhxRp.70,200.00=Rp.7,020.000-Kepala tukang0.010OhxRp.84,300.00=Rp.843.000-Mandor0.0005OhxRp.63,200.00=Rp.31.600Jumlah (2)=Rp.8,337.600Jumlah (1) + (2)=Rp.24,753.600SNI 03-2838-2002-2-yMemasang 1 m1 pipa PVC tipe AW diameter 2"Bahan-Pipa PVC1.200M1xRp.35,260.00=Rp.42,312.000-Perlengkapan35.000%xRp.35,260.00=Rp.1,234,100.000Jumlah (1)=Rp.1,276,412.000Tenaga-Pekerja0.081OhxRp.44,300.00=Rp.3,588.300-Tukang batu0.135OhxRp.70,200.00=Rp.9,477.000-Kepala tukang0.0135OhxRp.84,300.00=Rp.1,138.050-Mandor0.0041OhxRp.63,200.00=Rp.259.120Jumlah (2)=Rp.14,462.470Jumlah (1) + (2)=Rp.1,290,874.470SNI 03-2838-2002-2-abMemasang 1 m1 pipa PVC tipe AW diameter 4"Bahan-Pipa PVC1.200M1xRp.29,730.00=Rp.35,676.000-Perlengkapan35.000%xRp.29,730.00=Rp.1,040,550.000Jumlah (1)=Rp.1,076,226.000Tenaga-Pekerja0.081OhxRp.44,300.00=Rp.3,588.300-Tukang batu0.135OhxRp.70,200.00=Rp.9,477.000-Kepala tukang0.0135OhxRp.84,300.00=Rp.1,138.050-Mandor0.0041OhxRp.63,200.00=Rp.259.120Jumlah (2)=Rp.14,462.470Jumlah (1) + (2)=Rp.1,090,688.470SNI 03-2838-2002-2-aeMemasang 1 bh kran diameter " atau "Bahan-Kran air1.000M1xRp.65,000.00=Rp.65,000.000-Seal teap0.025SetxRp.5,000.00=Rp.125.000Jumlah (1)=Rp.65,125.000Tenaga-Pekerja0.010OhxRp.44,300.00=Rp.443.000-Tukang batu0.100OhxRp.70,200.00=Rp.7,020.000-Kepala tukang0.0100OhxRp.84,300.00=Rp.843.000-Mandor0.0050OhxRp.63,200.00=Rp.316.000Jumlah (2)=Rp.8,622.000Jumlah (1) + (2)=Rp.73,747.000SNI 03-2838-2002-2-afMemasang 1 bh floor drainBahan-Floor drain1.000BhxRp.34,992.00=Rp.34,992.000Jumlah (1)=Rp.34,992.000Tenaga-Pekerja0.010OhxRp.44,300.00=Rp.443.000-Tukang batu0.100OhxRp.70,200.00=Rp.7,020.000-Kepala tukang0.0100OhxRp.84,300.00=Rp.843.000-Mandor0.0050OhxRp.63,200.00=Rp.316.000Jumlah (2)=Rp.8,622.000Jumlah (1) + (2)=Rp.43,614.000SNI 03-2838-2002-2-af 1Memasang pipa penguras bakBahan-Pipa penguras bak1.000BhxRp.30,000.00=Rp.30,000.000Jumlah (1)=Rp.30,000.000Tenaga-Pekerja0.010OhxRp.44,300.00=Rp.443.000-Tukang batu0.100OhxRp.70,200.00=Rp.7,020.000-Kepala tukang0.0100OhxRp.84,300.00=Rp.843.000-Mandor0.0050OhxRp.63,200.00=Rp.316.000Jumlah (2)=Rp.8,622.000Jumlah (1) + (2)=Rp.38,622.000SNI 03-2838-2002-4-i1 buah pasang kait anginBahan-Kait angin1.000BhxRp.13,700.00=Rp.13,700.000Jumlah (1)=Rp.13,700.000Tenaga-Pekerja0.015OhxRp.44,300.00=Rp.664.500-Tukang kayu0.150OhxRp.70,200.00=Rp.10,530.000-Kepala tukang0.0150OhxRp.84,300.00=Rp.1,264.500-Mandor0.00075OhxRp.63,200.00=Rp.47.400Jumlah (2)=Rp.12,506.400Jumlah (1) + (2)=Rp.26,206.400SNI 03-2838-2002-4-k1 buah pasang kunci selotBahan-Kunci selot1.000BhxRp.35,000.00=Rp.35,000.000Jumlah (1)=Rp.35,000.000Tenaga-Pekerja0.015OhxRp.44,300.00=Rp.664.500-Tukang kayu0.150OhxRp.70,200.00=Rp.10,530.000-Kepala tukang0.0150OhxRp.84,300.00=Rp.1,264.500-Mandor0.00075OhxRp.63,200.00=Rp.47.400Jumlah (2)=Rp.12,506.400Jumlah (1) + (2)=Rp.47,506.400SNI 03-2838-2002-4-l1 buah pasang pegangan pintu / door holderBahan-Door holder1.000BhxRp.24,000.00=Rp.24,000.000Jumlah (1)=Rp.24,000.000Tenaga-Pekerja0.050OhxRp.44,300.00=Rp.2,215.000-Tukang kayu0.500OhxRp.70,200.00=Rp.35,100.000-Kepala tukang0.0500OhxRp.84,300.00=Rp.4,215.000-Mandor0.0025OhxRp.63,200.00=Rp.158.000Jumlah (2)=Rp.41,688.000Jumlah (1) + (2)=Rp.65,688.000SNI 03-2838-2002-4-q1 M2 pasang kaca, tebal 5 mmBahan-Kaca1.100M2xRp.89,316.00=Rp.98,247.600Jumlah (1)=Rp.98,247.600Tenaga-Pekerja0.015OhxRp.44,300.00=Rp.664.500-Tukang kayu0.150OhxRp.70,200.00=Rp.10,530.000-Kepala tukang0.015OhxRp.84,300.00=Rp.1,264.500-Mandor0.00075OhxRp.63,200.00=Rp.47.400Jumlah (2)=Rp.12,506.400Jumlah (1) + (2)=Rp.110,754.000SNI 03-2838-2002-5-at 11 M2 pasang lantai keramik 40 x 40 cmBahan-Keramik 40 x 40 cm1.000M2xRp.65,000.00=Rp.65,000.000-Semen Portlsnd11.380KgxRp.1,149.75=Rp.13,084.155-Pasir pasang0.042M3xRp.115,560.00=Rp.4,853.520-Semen warna1.500KgxRp.2,650.00=Rp.3,975.000Jumlah (1)=Rp.86,912.675Tenaga-Pekerja0.620OhxRp.44,300.00=Rp.27,466.000-Tukang batu0.350OhxRp.70,200.00=Rp.24,570.000-Kepala tukang0.035OhxRp.84,300.00=Rp.2,950.500-Mandor0.030OhxRp.63,200.00=Rp.1,896.000Jumlah (2)=Rp.56,882.500Jumlah (1) + (2)=Rp.143,795.175SNI 03-2838-2002-5-au 11 M2 pasang lantai keramik 20 x 20 cm anti slipBahan-Keramik 20 x 20 cm anti slip1.000M2xRp.63,000.00=Rp.63,000.000-Semen Portlsnd11.380KgxRp.1,149.75=Rp.13,084.155-Pasir pasang0.042M3xRp.115,560.00=Rp.4,853.520-Semen warna1.500KgxRp.2,650.00=Rp.3,975.000Jumlah (1)=Rp.84,912.675Tenaga-Pekerja0.620OhxRp.44,300.00=Rp.27,466.000-Tukang batu0.350OhxRp.70,200.00=Rp.24,570.000-Kepala tukang0.035OhxRp.84,300.00=Rp.2,950.500-Mandor0.030OhxRp.63,200.00=Rp.1,896.000Jumlah (2)=Rp.56,882.500Jumlah (1) + (2)=Rp.141,795.175SNI 03-2838-2002-5-bn1 M2 pasang dinding keramik 20 x 25 cmBahan-Keramik dinding 20 x 20 cm1.000M2xRp.64,000.00=Rp.64,000.000-Semen abu-abu9.300KgxRp.1,149.75=Rp.10,692.675-Pasir pasang0.018M3xRp.115,560.00=Rp.2,080.080-Semen warna1.500KgxRp.2,650.00=Rp.3,975.000Jumlah (1)=Rp.80,747.755Tenaga-Pekerja0.600OhxRp.44,300.00=Rp.26,580.000-Tukang batu0.450OhxRp.70,200.00=Rp.31,590.000-Kepala tukang0.045OhxRp.84,300.00=Rp.3,793.500-Mandor0.030OhxRp.63,200.00=Rp.1,896.000Jumlah (2)=Rp.63,859.500Jumlah (1) + (2)=Rp.144,607.255SNI 03-2838-2002-5-bt 11 M2 pasang dinding/lantai pasangan batu tempelBahan-Batu andesit1.050M2xRp.130,000.00=Rp.136,500.000-Semen abu-abu11.750KgxRp.1,149.75=Rp.13,509.563-Pasir pasang0.035M3xRp.115,560.00=Rp.4,044.600Jumlah (1)=Rp.154,054.163Tenaga-Pekerja0.620OhxRp.44,300.00=Rp.27,466.000-Tukang batu0.350OhxRp.70,200.00=Rp.24,570.000-Kepala tukang0.035OhxRp.84,300.00=Rp.2,950.500-Mandor0.030OhxRp.63,200.00=Rp.1,896.000Jumlah (2)=Rp.56,882.500Jumlah (1) + (2)=Rp.210,936.663SNI 03-2838-2002-6-h1 M2 Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 2 lapis penutupBahan-Cat meni0.200KgxRp.20,952.00=Rp.4,190.400-Plamir0.150KgxRp.11,988.00=Rp.1,798.200-Cat dasar0.170KgxRp.22,680.00=Rp.3,855.600-Cat penutup0.260KgxRp.23,112.00=Rp.6,009.120Jumlah (1)=Rp.15,853.320Tenaga-Pekerja0.070OhxRp.44,300.00=Rp.3,101.000-Tukang cat0.009OhxRp.70,200.00=Rp.631.800-Kepala tukang0.006OhxRp.84,300.00=Rp.505.800-Mandor0.003OhxRp.63,200.00=Rp.189.600Jumlah (2)=Rp.4,428.200Jumlah (1) + (2)=Rp.20,281.520SNI 03-2838-2002-6-i1 M2 Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 3 lapis penutupBahan-Cat meni0.200KgxRp.20,952.00=Rp.4,190.400-Plamir0.150KgxRp.11,988.00=Rp.1,798.200-Cat dasar0.170KgxRp.22,680.00=Rp.3,855.600-Cat penutup0.350KgxRp.23,112.00=Rp.8,089.200Jumlah (1)=Rp.17,933.400Tenaga-Pekerja0.070OhxRp.44,300.00=Rp.3,101.000-Tukang cat0.105OhxRp.70,200.00=Rp.7,371.000-Kepala tukang0.004OhxRp.84,300.00=Rp.337.200-Mandor0.003OhxRp.63,200.00=Rp.189.600Jumlah (2)=Rp.10,998.800Jumlah (1) + (2)=Rp.28,932.200SNI 03-2838-2002-6-l1 M2 Pelaburan bidang kayu dengan cat residu dan terBahan-Residu atau ter0.350LtrxRp.2,160.00=Rp.756.000Jumlah (1)=Rp.756.000Tenaga-Pekerja0.100OhxRp.44,300.00=Rp.4,430.000-Tukang cat0.0OhxRp.70,200.00=Rp.0.0-Kepala tukang0.0OhxRp.84,300.00=Rp.0.0-Mandor0.006OhxRp.63,200.00=Rp.379.200Jumlah (2)=Rp.4,809.200Jumlah (1) + (2)=Rp.5,565.200SNI 03-2838-2002-6-n1 M2 Pengecatan tembok baru (1 lapis plamir), 1 lapis cat dasar, 2 lapis penutupBahan-Plamir0.100KgxRp.11,988.00=Rp.1,198.800-Cat dasar0.100KgxRp.22,680.00=Rp.2,268.000-Cat penutup0.260KgxRp.23,112.00=Rp.6,009.120Jumlah (1)=Rp.9,475.920Tenaga-Pekerja0.020OhxRp.44,300.00=Rp.886.000-Tukang cat0.063OhxRp.70,200.00=Rp.4,422.600-Kepala tukang0.006OhxRp.84,300.00=Rp.505.800-Mandor0.003OhxRp.63,200.00=Rp.189.600Jumlah (2)=Rp.6,004.000Jumlah (1) + (2)=Rp.15,479.920SNI 03-2838-2002-6-t 11 M2 Pengecatan meniBahan-Cat meni besi0.100KgxRp.20,952.00=Rp.2,095.200-Kuas0.010KgxRp.12,000.00=Rp.120.000Jumlah (1)=Rp.2,215.200Tenaga-Pekerja0.020OhxRp.44,300.00=Rp.886.000-Tukang cat0.200OhxRp.70,200.00=Rp.14,040.000-Kepala tukang0.020OhxRp.84,300.00=Rp.1,686.000-Mandor0.010OhxRp.63,200.00=Rp.632.000Jumlah (2)=Rp.17,244.000Jumlah (1) + (2)=Rp.19,459.200Lhokseumawe, Juni 2008Konsultan PerencanaPT. SUAR SEJATI KONSULTRUSLI H. ISHAK, A.MdDirektur

TLNGNPERHITUNGAN TULANGANKolom Ukuran 30/40 cmDia 16 mmKoefBjBeratJlhPjngBrt/m'Jlh BrtDimensiJlh BesiKgBtgmKg/m'kgm2Kg16256360.221.5641011.515.64419.34044444440.12161.1703703704864360.220.39171.353.696Kolom Ukuran 30/30 cmDia 16 mmKoefBjBeratJlhPjngBrt/m'Jlh BrtDimensiJlh BesiKgBtgmKg/m'kgm2Kg16256360.221.564811.512.51615.6640.09174.0444444444864360.220.39171.153.148Balok 30/40 cmDia 16 mmKoefBjBeratJlhPjngBrt/m'Jlh BrtDimensiJlh BesiKgBtgmKg/m'kgm2Kg16256360.221.5648112.5220.86577777780.12173.881481481514196360.221.198414.79864360.220.39171.33.56Balok 30/50 cmDia 16 mmKoefBjBeratJlhPjngBrt/m'Jlh BrtDimensiJlh BesiKgBtgmKg/m'kgm2Kg16256360.221.56412118.7722.330.15148.882962963864360.220.39171.33.56Balok 25/40 cmDia 16 mmKoefBjBeratJlhPjngBrt/m'Jlh BrtDimensiJlh BesiKgBtgmKg/m'kgm2Kg16256360.221.5647110.9516.6320.1166.3214196360.221.198212.40864360.220.39171.23.29Balok 25/35 cmDia 16 mmKoefBjBeratJlhPjngBrt/m'Jlh BrtDimensiJlh BesiKgBtgmKg/m'kgm2Kg00360.220.000010.0012.04622222220.0875137.671111111114196360.221.198819.58864360.220.39170.92.46Ring Balok 20/30 cmDia 16 mmKoefBjBeratJlhPjngBrt/m'Jlh BrtDimensiJlh BesiKgBtgmKg/m'kgm2Kg00360.220.000010.0010.57466666670.06176.244444444414196360.221.198718.38864360.220.39170.82.19Balok Latai 13/15 cmDia 10 mmKoefBjBeratJlhPjngBrt/m'Jlh BrtDimensiJlh BesiKgBtgmKg/m'kgm2Kg10100360.220.6111111111412.44444444443.15284444440.0195161.6843304843636360.220.2270.460.7084Balok Latai 15/40 cmDia 12 mmKoefBjBeratJlhPjngBrt/m'Jlh BrtDimensiJlh BesiKgBtgmKg/m'kgm2Kg12144360.220.88817.048.580.06143636360.220.22711.54Kolom Praktis 13/13 cmDia 12 mmKoefBjBeratJlhPjngBrt/m'Jlh BrtDimensiJlh BesiKgBtgmKg/m'kgm2Kg12144360.220.88413.524.16680.0169246.5562130178636360.220.2270.420.6468Sloof 25/30 cmDia 16, 14 mmKoefBjBeratJlhPjngBrt/m'Jlh BrtDimensiJlh BesiKgBtgmKg/m'kgm2Kg16256360.221.567110.9516.080.075214.459259259314196360.221.20212.40864360.220.39712.74Pondasi Tapak 200/200 cmDia 16 mmKoefBjBeratJlhPjngBrt/m'Jlh BrtDimensiJlh BesiKgBtgmKg/m'kgm2Kg14196360.221.20141.216.768888888936.89155555560.3122.971851851914196360.221.20141.220.1226666667Plat Lantai t = 12 cmDia 11 mmKoefBjBeratJlhPjngBrt/m'Jlh BrtDimensiJlh BesiKgBtgmKg/m'kgm2Kg10100360.220.61101.26.111111111113.44444444440.12112.03703703710100360.220.61101.27.3333333333Dinding Sumuran t = 10 cmDia 10 mmKoefBjBeratJlhPjngBrt/m'Jlh BrtDimensiJlh BesiKgBtgmKg/m'kgm2Kg10100360.220.61101.26.11111111116.11111111110.1250.925925925900360.220.00101.20Kuda-kuda23.20.060.120.16704190.050.160.152120.040.140.06720.38624103.8624Ikatan Angin90.050.10.04590.405Goding4200.050.12.16.3674

REKABR E K A P I T U L A S IPEKERJAAN:PEMBANGUNAN LANJUTAN SMAN 1 KOTA LHOKSEUMAWE (OTSUS)LOKASI:KECAMATAN BANDA SAKTI KOTA LHOKSEUMAWETAHUN ANGGARAN:2008NO.U R A I A N P E K E R J A A NJUMLAH HARGA123A.PEKERJAAN PERSIAPANRp.16,250,000.00B.LANJUTAN PEMBANGUNAN 6 (ENAM) RKB BLOCK AIPEKERJAAN PASANGAN/ BETONRp.434,902,371.76IIPEKERJAAN LANTAIRp.80,633,298.00IIIPEK. KOSEN PINTU/JENDELA & VENTILASIRp.53,797,519.84IVPEKERJAAN ORNAMENRp.83,850,000.00VPEKERJAAN ATAP DAN PLAFONDRp.316,562,105.00VIPEKERJAAN INSTALASI LISTRIKRp.9,695,000.00VIIPEKERJAAN PENGECATANRp.45,317,026.881,041,007,321.48VIIIPEK. PENGUNCI DAN PENGGANTUNGRp.7,193,376.00IXPEKERJAAN ANTI PETIRRp.28,000,000.00C.LANJUTAN PEMBANGUNAN 4 (EMPAT) RUANG LAB BLOCK BIPEKERJAAN PASANGAN/ BETONRp.415,945,172.83IIPEKERJAAN LANTAIRp.80,633,298.00IIIPEK. KOSEN PINTU/JENDELA & VENTILASIRp.72,127,519.84IVPEKERJAAN ORNAMENRp.83,850,000.00INTERPOLASIVPEKERJAAN ATAP DAN PLAFONDRp.316,562,105.00PerencanaanPengawasanVIPEKERJAAN INSTALASI LISTRIKRp.14,084,000.002,000,000,000.00Yo2,000,000,000.00Yo2,000,000,000.00YoVIIPEKERJAAN PENGECATANRp.45,317,026.88VIIIPEK. PENGUNCI DAN PENGGANTUNGRp.6,706,976.00IXPEKERJAAN ANTI PETIRRp.28,000,000.00D.LANJUTAN PEMBANGUNAN 4 (EMPAT) RKB, RUANG PUSTAKA DAN LAB. BAHASA BLOCK CIPEKERJAAN PASANGAN/ BETONRp.588,485,504.54IIPEKERJAAN LANTAIRp.118,773,409.37IIIPEK. KOSEN PINTU/JENDELA & VENTILASIRp.96,882,933.92IVPEKERJAAN ORNAMENRp.95,430,000.00VPEKERJAAN ATAP DAN PLAFONDRp.415,801,552.80VIPEKERJAAN INSTALASI LISTRIKRp.15,402,000.00VIIPEKERJAAN PENGECATANRp.57,979,504.28VIIIPEK. PENGUNCI DAN PENGGANTUNGRp.10,864,128.00IXPEKERJAAN SANITASIRp.13,444,376.46XPEKERJAAN ANTI PETIRRp.36,000,000.00JUMLAHRp.3,588,490,205.40(227,509,794.60)3.90X12.73X10.65X1Biaya Perencanaan 3,43 %Rp.123,085,214.054.65X23.27X20.86X2Biaya Pengawasan 2,38 %Rp.85,406,066.89Biaya Pengelolaan 0,53 %Rp.19,018,998.090.00.00.0TOTAL BIAYARp.3,816,000,484.420.00.00.0DIBULATKANRp.3,816,000,000.003,816,000,000.00Terbilang : Tiga milyar delapan ratus enam belas juta rupiah,-0.7500.5400.2100.00.00.00.0Mengetahui :Lhokseumawe, Juni 2008Kuasa Pengguna AnggaranKonsultan Perencana0.00.00.0Bidang Pendidikan MenengahPT. SUAR SEJATI KONSULT0.00.00.00.0000.0000.000Drs. RUSDI ARIESRUSLI H. ISHAK, A.MdPembina Tk. I / Nip. 131 637 874DirekturBiaya Perencanaan 3,43 %Biaya Pengawasan 2,38 %Biaya Pengelolaan 0,53 %$69,000,000$52,400,000$16,600,000

BQBILL OF QUANTITY ( BQ )PEKERJAAN:PEMBANGUNAN LANJUTAN SMAN 1 KOTA LHOKSEUMAWE (OTSUS)LOKASI:KECAMATAN BANDA SAKTI KOTA LHOKSEUMAWETAHUN ANGGARAN:2008NONAMA PEKERJAANVOLUMESATUANANALISAHARGA SATUANJUMLAH HARGA( RP )( RP )A.PEKERJAAN PERSIAPAN1Pembersihan LapanganLs-Taksir1,500,000.001,500,000.002Gudang Kerja/DireksiketLs-Taksir6,500,000.006,500,000.003Penyediaan AirLs-Taksir3,700,000.003,700,000.004Administrasi / DokumentasiLs-Taksir1,350,000.001,350,000.005Progres dan PelaporanLs-Taksir1,500,000.001,500,000.006Pembersihan AkhirLs-Taksir850,000.00850,000.007Keamanan / P3KLs-Taksir850,000.00850,000.00Jumlah16,250,000.00B.LANJUTAN PEMBANGUNAN 6 (ENAM) RKB BLOCK AIPEKERJAAN PASANGAN/ BETON1Pasangan Batu Bata 1 : 4648.00M3SNI 03-2837-2002-1-k84,788.2154,942,756.842Plesteran 1 : 41,296.00M2SNI 03-2837-2002-2-d29,576.4038,331,014.403Beton Bertulang Ring Balok 20 / 30 cm15.24M3SNI 03-3435-2002 k7,060,354.35107,599,800.232544Beton Bertulang Kolom Induk 30 / 40 cm17.28M3SNI 03-3435-2002 b6,994,037.74120,856,972.1117.285Beton Bertulang Kolom Induk 30 / 30 cm5.04M3SNI 03-3435-2002 c8,027,531.8640,458,760.575.046Beton Bertulang Balok Thoi 25/40 cm0.82M3SNI 03-3435-2002 i5,973,852.104,898,558.727Beton Bertulang Balok latai, Top Gevel 13 / 15 cm2.77M3SNI 03-3435-2002 l9,284,840.2625,719,007.512.7698Beton Bertulang Balok Ornamen Teras 15/40 cm4.20M3SNI 03-3435-2002 e8,240,195.2834,608,820.173.99Pasangan Batu Kerawang6.00M2Taksir120,000.00720,000.0010Cap Kolom204.76M2SNI 03-2837-2002-2-b33,046.896,766,681.20Jumlah434,902,371.76IIPEKERJAAN LANTAI1Lantai Kramik 40 x 40 cm560.00M2SNI 03-2838-2002-5-at 1143,795.1880,525,298.00582Pasang Bon - Bon Kramik6.00M'Taksir18,000.00108,000.00Jumlah80,633,298.00IIIPEK. KOSEN PINTU/JENDELA & VENTILASI1Kayu Kosen Pintu, Jendela dan Ventilasi4.02M3SNI 03-3434-2002-b7,457,592.0029,979,519.842Pintu Panel ukuran 90 x 210 cm6.00UnitTaksir650,000.003,900,000.003Jendela Ambang Kaca 5 mm 60 x 85 cm90.00UnitTaksir185,000.0016,650,000.004Papan Ventilasi86.00LbrTaksir38,000.003,268,000.00Jumlah53,797,519.84IVPEKERJAAN ORNAMEN1Ornamen Selasar + Besi Stenlisteel (Depan)13.00UnitTaksir1,450,000.0018,850,000.002Rellif Ornamen Selasar (Depan)13.00UnitTaksir750,000.009,750,000.003Ornamen Selasar + Besi Stenlisteel (Samping)2.00UnitTaksir850,000.001,700,000.004Rellif Ornamen Selasar (Samping)2.00UnitTaksir600,000.001,200,000.005Ornamen Lening Selasar depan Besi Galvanis steel13.00UnitTaksir1,250,000.0016,250,000.006Ornamen Lening Selasar Sp Besi Galvanis steel2.00UnitTaksir820,000.001,640,000.007Rellif Balok Kepala Thoi32.00BhTaksir230,000.007,360,000.008Rellif Tombak Layar2.00UnitTaksir4,500,000.009,000,000.009Ukiran Tombak Layar Motif Aceh2.00UnitTaksir4,500,000.009,000,000.0010Rellif Pot Bunga14.00BhTaksir650,000.009,100,000.00Jumlah83,850,000.00VPEKERJAAN ATAP DAN PLAFOND1Kuda-kuda dan Gording Baja Ringan890.60M2Taksir145,000.00129,137,000.00612Atap Genteng Metal890.60M2SNI 03-3436-2002-an87,904.0078,287,302.403Pemasangan Rabung Genteng Supersteel61.00M1SNI 03-3436-2002-ao69,601.004,245,661.004Lisplank Wood Plank 0,30 m150.00M1Taksir48,000.007,200,000.005Pekerjaan Rangka Furing Plafond782.00M2SNI 03-3434-2002-an81,292.5063,570,735.006Pekerjaan Pasangan Plafond Gipsum t = 12 mm782.00M2SNI 03-2838-2002-1-j31,146.3024,356,406.607Pekerjaan List Profil Gypsum465.00M1Taksir21,000.009,765,000.00Jumlah316,562,105.00VIPEKERJAAN INSTALASI LISTRIK1Titik Api + Instalasi45.00TitikTaksir125,000.005,625,000.002Lampu Hemat Energi Philips SL'E 23 Watt + Aksesories14.00BuahTaksir85,000.001,190,000.003Lampu TL 40 Watt + Aksresories24.00BuahTaksir110,000.002,640,000.004Saklar Ganda Merk Braco8.00BuahTaksir8,000.0064,000.005Saklar Triple Merk Braco6.00BuahTaksir20,000.00120,000.006Stop Kontak7.00BuahTaksir8,000.0056,000.00Jumlah9,695,000.00VIIPEKERJAAN PENGECATAN1Cat Kosen Pintu / Jendela201.00M2SNI 03-2838-2002-6-i28,932.205,815,372.202Cat kilat Pintu Panel / Jendela59.10M2SNI 03-2838-2002-6-i28,932.201,709,893.023Cat Lisplang 2,5 x 30 cm60.00M2SNI 03-2838-2002-6-i28,932.201,735,932.004Cat Dinding Tembok1,500.70M2SNI 03-2838-2002-6-n15,479.9223,230,715.945Cat Plafond828.50M2SNI 03-2838-2002-6-n15,479.9212,825,113.72Jumlah45,317,026.88VIIIPEK. PENGUNCI DAN PENGGANTUNG1Kunci Tanam 2 Slaag6.00BuahTaksir113,600.00681,600.002Pacok Pintu6.00BuahTaksir7,000.0042,000.003Engsel Pintu Type ARCH18.00BuahTaksir23,112.00416,016.004Engsel Jendela Type ARCH180.00BuahTaksir16,416.002,954,880.005Hak Angin Jendela180.00BuahTaksir13,716.002,468,880.006Pacok Jendela90.00BuahTaksir7,000.00630,000.00Jumlah7,193,376.00IXPEKERJAAN ANTI PETIR1Pemasangan Anti PetirLs-Taksir28,000,000.0028,000,000.00Jumlah28,000,000.00C.LANJUTAN PEMBANGUNAN 4 (EMPAT) RUANG LAB BLOCK BIPEKERJAAN PASANGAN/ BETON1Pasangan Batu Bata 1 : 4557.60M3SNI 03-2837-2002-1-k84,788.2147,277,903.112Plesteran 1 : 41,115.20M2SNI 03-2837-2002-2-d29,576.4032,983,601.283Beton Bertulang Ring Balok 20 / 30 cm15.24M3SNI 03-3435-2002 k7,060,354.35107,599,800.234Beton Bertulang Kolom Induk 30 / 40 cm16.43M3SNI 03-3435-2002 b6,994,037.74114,912,040.045Beton Bertulang Kolom Induk 30 / 30 cm5.04M3SNI 03-3435-2002 c8,027,531.8640,458,760.576Beton Bertulang Balok Thoi 25/40 cm0.82M3SNI 03-3435-2002 i5,973,852.104,898,558.727Beton Bertulang Balok latai, Top Gevel 13 / 15 cm2.77M3SNI 03-3435-2002 l9,284,840.2625,719,007.518Beton Bertulang Balok Ornamen Teras 15/40 cm4.20M3SNI 03-3435-2002 e8,240,195.2834,608,820.179Pasangan Batu Kerawang6.00M2Taksir120,000.00720,000.0010Cap Kolom204.76M2SNI 03-2837-2002-2-b33,046.896,766,681.20Jumlah415,945,172.83IIPEKERJAAN LANTAI1Lantai Kramik 40 x 40 cm560.00M2SNI 03-2838-2002-5-at 1143,795.1880,525,298.004Pasang Bon - Bon Kramik6.00M'Taksir18,000.00108,000.00Jumlah80,633,298.00IIIPEK. KOSEN PINTU/JENDELA & VENTILASI1Kayu Kosen Pintu, Jendela dan Ventilasi4.02M3SNI 03-3434-2002-b7,457,592.0029,979,519.842Pintu Panel ukuran 80 x 210 cm8.00UnitTaksir650,000.005,200,000.003Pintu Terali Besi ukuran 90 x 210 cm8.00UnitTaksir950,000.007,600,000.004Jendela Ambang Kaca 5 mm 60 x 85 cm88.00UnitTaksir185,000.0016,280,000.00805Terali Besi Untuk Jendela 60 x 85 cm40.00UnitTaksir245,000.009,800,000.006Papan Ventilasi86.00LbrTaksir38,000.003,268,000.008Jumlah72,127,519.8488IVPEKERJAAN ORNAMEN1Ornamen Selasar + Besi Stenlisteel (Depan)13.00UnitTaksir1,450,000.0018,850,000.002Rellif Ornamen Selasar (Depan)13.00UnitTaksir750,000.009,750,000.003Ornamen Selasar + Besi Stenlisteel (Samping)2.00UnitTaksir850,000.001,700,000.004Rellif Ornamen Selasar (Samping)2.00UnitTaksir600,000.001,200,000.005Ornamen Lening Selasar depan Besi Galvanis steel13.00UnitTaksir1,250,000.0016,250,000.006Ornamen Lening Selasar Sp Besi Galvanis steel2.00UnitTaksir820,000.001,640,000.007Rellif Balok Kepala Thoi32.00BhTaksir230,000.007,360,000.008Rellif Tombak Layar2.00UnitTaksir4,500,000.009,000,000.009Ukiran Tombak Layar Motif Aceh2.00UnitTaksir4,500,000.009,000,000.0010Rellif Pot Bunga14.00BhTaksir650,000.009,100,000.00Jumlah83,850,000.00VPEKERJAAN ATAP DAN PLAFOND1Kuda-kuda dan Gording Baja Ringan890.60M2Taksir145,000.00129,137,000.002Atap Genteng Metal890.60M2SNI 03-3436-2002-an87,904.0078,287,302.403Pemasangan Rabung Genteng Supersteel61.00M1SNI 03-3436-2002-ao69,601.004,245,661.004Lisplank Wood Plank 0,30 m150.00M1Taksir48,000.007,200,000.005Pekerjaan Rangka Furing Plafond782.00M2SNI 03-3434-2002-an81,292.5063,570,735.006Pekerjaan Pasangan Plafond Gipsum t = 12 mm782.00M2SNI 03-2838-2002-1-j31,146.3024,356,406.607Pekerjaan List Profil Gypsum465.00M1Taksir21,000.009,765,000.00Jumlah316,562,105.00VIPEKERJAAN INSTALASI LISTRIK1Titik Api + Instalasi78.00TitikTaksir125,000.009,750,000.002Lampu Hemat Energi Philips SL'E 23 Watt + Aksesories14.00BuahTaksir85,000.001,190,000.003Lampu TL 40 Watt + Aksresories24.00BuahTaksir110,000.002,640,000.004Saklar Ganda Merk Braco8.00BuahTaksir8,000.0064,000.005Saklar Triple Merk Braco6.00BuahTaksir20,000.00120,000.006Stop Kontak40.00BuahTaksir8,000.00320,000.00Jumlah14,084,000.00VIIPEKERJAAN PENGECATAN1Cat Kosen Pintu / Jendela201.00M2SNI 03-2838-2002-6-i28,932.205,815,372.202Cat kilat Pintu Panel / Jendela59.10M2SNI 03-2838-2002-6-i28,932.201,709,893.023Cat Lisplang 2,5 x 30 cm60.00M2SNI 03-2838-2002-6-i28,932.201,735,932.004Cat Dinding Tembok1,500.70M2SNI 03-2838-2002-6-n15,479.9223,230,715.945Cat Plafond828.50M2SNI 03-2838-2002-6-n15,479.9212,825,113.72Jumlah45,317,026.88VIIIPEK. PENGUNCI DAN PENGGANTUNG1Kunci Tanam 2 Slaag4.00BuahTaksir113,600.00454,400.002Pacok Pintu8.00BuahTaksir7,000.0056,000.003Engsel Pintu Type ARCH12.00BuahTaksir23,112.00277,344.004Engsel Jendela Type ARCH176.00BuahTaksir16,416.002,889,216.005Hak Angin Jendela176.00BuahTaksir13,716.002,414,016.006Pacok Jendela88.00BuahTaksir7,000.00616,000.00Jumlah6,706,976.00IXPEKERJAAN ANTI PETIR1Pemasangan Anti PetirLs-Taksir28,000,000.0028,000,000.00Jumlah28,000,000.00D.LANJUTAN PEMBANGUNAN 4 (EMPAT) RKB, RUANG PUSTAKA DAN LAB. BAHASA BLOCK CIPEKERJAAN PASANGAN/ BETON1Pasangan Batu Bata 1 : 4849.60M3SNI 03-2837-2002-1-k84,788.2172,036,058.972Plesteran 1 : 41,699.20M2SNI 03-2837-2002-2-d29,576.4050,256,218.883Beton Bertulang Ring Balok 20 / 30 cm20.04M3SNI 03-3435-2002 k7,060,354.35141,489,501.093344Beton Bertulang Kolom Induk 30 / 40 cm24.48M3SNI 03-3435-2002 b6,994,037.74171,214,043.8324.485Beton Bertulang Kolom Induk 30 / 30 cm7.20M3SNI 03-3435-2002 c8,027,531.8657,798,229.397.26Beton Bertulang Balok Thoi 25/40 cm1.20M3SNI 03-3435-2002 i5,973,852.107,168,622.527Beton Bertulang Balok latai, Top Gevel 13 / 15 cm3.37M3SNI 03-3435-2002 l9,284,840.2631,289,911.673.37358Beton Bertulang Kolom Praktis 13 / 13 cm0.68M3SNI 03-3435-2002 f9,284,840.266,276,552.019Beton Bertulang Balok Ornamen Teras 15/40 cm4.86M3SNI 03-3435-2002 e8,240,195.2840,047,349.0610Pasangan Batu Kerawang6.00M2Taksir120,000.00720,000.0011Cap Kolom308.32M2SNI 03-2837-2002-2-b33,046.8910,189,017.12Jumlah588,485,504.54IIPEKERJAAN LANTAI4100001Lantai Kramik 40 x 40 cm729.00M2SNI 03-2838-2002-5-at 1143,795.18104,826,682.582Lantai Kramik KM/WC 20 x 20 cm27.00M2SNI 03-2838-2002-5-au 1141,795.183,828,469.733Dinding Kramik KM/WC 20 x 25 cm , T = 1,5 M63.00M2SNI 03-2838-2002-5-bn144,607.269,110,257.074Pasang Bon - Bon Kramik56.00M'Taksir18,000.001,008,000.00Jumlah118,773,409.37IIIPEK. KOSEN PINTU/JENDELA & VENTILASI1Kayu Kosen Pintu, Jendela dan Ventilasi5.26M3SNI 03-3434-2002-b7,457,592.0039,226,933.922Pintu Panel ukuran 90 x 210 cm4.00UnitTaksir650,000.002,600,000.003Pintu Panel ukuran 60 x 210 cm5.00UnitTaksir500,000.002,500,000.004Pintu Panel ukuran 80 x 210 cm4.00UnitTaksir600,000.002,400,000.005Pintu Panel ukuran 70 x 200 cm6.00UnitTaksir500,000.003,000,000.006Jendela Ambang Kaca 5 mm 60 x 85 cm118.00UnitTaksir185,000.0021,830,000.00327Terali Besi Untuk Jendela 60 x 85 cm86.00UnitTaksir245,000.0021,070,000.008Papan Ventilasi112.00LbrTaksir38,000.004,256,000.00Jumlah96,882,933.92IVPEKERJAAN ORNAMEN1Ornamen Selasar + Besi Stenlisteel (Depan)18.00UnitTaksir1,450,000.0026,100,000.002Rellif Ornamen Selasar (Depan)18.00UnitTaksir750,000.0013,500,000.003Ornamen Selasar + Besi Stenlisteel (Samping)2.00UnitTaksir850,000.001,700,000.004Rellif Ornamen Selasar (Samping)2.00UnitTaksir150,000.00300,000.005Ornamen Lening Selasar depan Besi Galvanis steel18.00UnitTaksir600,000.0010,800,000.006Ornamen Lening Selasar Sp Besi Galvanis steel2.00UnitTaksir820,000.001,640,000.007Rellif Balok Kepala Thoi48.00BhTaksir230,000.0011,040,000.008Rellif Tombak Layar2.00UnitTaksir4,500,000.009,000,000.009Ukiran Tombak Layar Motif Aceh2.00UnitTaksir4,500,000.009,000,000.0010Rellif Pot Bunga19.00BhTaksir650,000.0012,350,000.00Jumlah95,430,000.00VPEKERJAAN ATAP DAN PLAFOND1Kuda-kuda dan Gording Baja Ringan1,182.60M2Taksir145,000.00171,477,000.002Atap Genteng Metal1,182.60M2SNI 03-3436-2002-an87,904.00103,955,270.403Pemasangan Rabung Genteng Supersteel81.00M1SNI 03-3436-2002-ao69,601.005,637,681.004Lisplank Wood Plank 0,30 m184.00M1Taksir48,000.008,832,000.005Pekerjaan Rangka Furing Plafond1,015.50M2SNI 03-3434-2002-an81,292.5082,552,533.756Pekerjaan Pasangan Plafond Gypsum t = 12 mm1,015.50M2SNI 03-2838-2002-1-j31,146.3031,629,067.657Pekerjaan List Profil Gypsum558.00M1Taksir21,000.0011,718,000.00Jumlah415,801,552.80VIPEKERJAAN INSTALASI LISTRIK1Titik Api + Instalasi76.00TitikTaksir125,000.009,500,000.002Lampu Hemat Energi Philips SL'E 23 Watt + Aksesories18.00BuahTaksir85,000.001,530,000.003Lampu TL 40 Watt + Aksresories34.00BuahTaksir110,000.003,740,000.004Saklar Ganda Merk Braco10.00BuahTaksir8,000.0080,000.005Saklar Triple Merk Braco18.00BuahTaksir20,000.00360,000.006Stop Kontak24.00BuahTaksir8,000.00192,000.00Jumlah15,402,000.00VIIPEKERJAAN PENGECATAN1Cat Kosen Pintu / Jendela265.00M2SNI 03-2838-2002-6-i28,932.207,667,033.002Cat kilat Pintu Panel /Jendela64.00M2SNI 03-2838-2002-6-i28,932.201,851,660.803Cat Lisplank Wood Plank 0,30 m73.60M2SNI 03-2838-2002-6-i28,932.202,129,409.924Cat Dinding Tembok1,977.50M2SNI 03-2838-2002-6-n15,479.9230,611,541.805Cat Plafond1,015.50M2SNI 03-2838-2002-6-n15,479.9215,719,858.76Jumlah57,979,504.28VIIIPEK. PENGUNCI DAN PENGGANTUNG1Kunci Tanam 2 Slaag16.00BuahTaksir113,600.001,817,600.002Engsel Pintu Type ARCH48.00BuahTaksir23,112.001,109,376.003Engsel Jendela Type ARCH236.00BuahTaksir16,416.003,874,176.004Hak Angin Jendela236.00BuahTaksir13,716.003,236,976.005Pacok Jendela118.00BuahTaksir7,000.00826,000.00Jumlah10,864,128.00IXPEKERJAAN SANITASIa.Pekerjaan Instalasi Air1Instalasi Air6.00TtkTaksir85,000.00510,000.002Kran Air Merk Sun Ei6.00BhTaksir85,000.00510,000.003Memasang Pengering Air Bak Mandi6.00BhTaksir28,820.00172,920.004Memasang Floor Drain6.00BhTaksir41,150.00246,900.005Memasang Tempat Sabun Keramik6.00BhTaksir56,210.00337,260.006Memasang Closed Jongkok6.00BhTaksir125,000.00750,000.007Memasang Pipa Air Bersih type AW Dia. 1/2" +26.00M1Taksir28,000.00728,000.00Accessories8Memasang Pipa Buangan Air Kotor Type AW32.00M1Taksir48,000.001,536,000.00Dia 3" + Accessories9Memasang Pipa Buangan Air Kotor Type AW28.00M1Taksir56,000.001,568,000.00Dia 4" + AccessoriesJumlah6,359,080.00b.Pekerjaan Septick Tank1Pekerjaan Galian Tanah16.20M3SNI 03-2835-2002-2-b26,588.20430,728.842Cor Beton 1 : 2 : 31.20M3SNI 03 - 3435 - 2002 - ai983,195.001,179,834.003Pekerjaan Pasir Urug1.13M3SNI 03-2835-2002-2-k141,318.80159,690.244Pasangan Batu Bata 1 : 21.60M3SNI 03-2837-2002-1-i92,776.04148,441.675Pekerjaan Timbunan Kembali Lobang Galian0.55M3SNI 03-2835-2002-2-i9,706.405,338.526Cor Plat Sekat beton Bertulang 1 : 2 : 30.10M3SNI 03-3435-2002 m5,709,518.92570,951.897Cor plat lantai beton bertulang 1 : 2 : 30.62M3SNI 03-3435-2002 m5,709,518.923,539,901.738Ijuk5.00KgTaksir24,500.00122,500.009Memasang Pipa Buangan Air Kotor PVC Type AW6.00M1Taksir58,000.00348,000.00Dia 4" + Accessories10Kerikil0.50M3Taksir188,600.0094,300.0011Pipa Hawa1.00BhTaksir56,000.0056,000.0012Plesteran 1 : 213.00M2SNI 03-2837-2002-2-b33,046.89429,609.57Jumlah b7,085,296.46Jumlah a + b13,444,376.46XPEKERJAAN ANTI PETIR1Pemasangan Anti PetirLs-Taksir36,000,000.0036,000,000.00Jumlah36,000,000.00