RENCANA ANGGARAN BIAYA

REKAPITULASI RENCANA ANGGARAN BIAYA PEMBANGUNAN MASJID AN-NUR MAN MODEL BABAKAN CIWARINGIN CIREBON NO URAIAN PEKERJAAN SUB TOTAL TOTAL I. PEKERJAAN PERSIAPAN 66,692,779.60 II. PEKERJAAN STANDARD A. PEKERJAAN STRUKTUR 996,715,530.38 C. PEKERJAAN ATAP 388,761,602.14 D. PEKERJAAN ARSITEKTUR 919,948,159.99 E. PEKERJAAN MEKANIKAL & SANITARY 54,001,586.81 F. PEKERJAAN ELEKTRIKAL 188,917,021.39 TOTAL PEKERJAAN STANDARD 2,548,343,900.71 JUMLAH TOTAL 2,615,036,680.31 PPN (10%) JUMLAH + PPN DIBULATKAN 2,615,036,680.31 Terbilang Dua milyar enem ratus lima belas juta tiga puluh enam ribu enam ratus delapan puluh koma tiga satu rupiah Cirebon, 01 Juni 2013 Ketua DRS. H. M.A BADAWI M. MURAI, M.Ag

RINCIAN RENCANA ANGGARAN BIAYA PEMBANGUNAN MASJID ANNUR MAN MODEL BABAKAN CIWARINGIN CIREBON NO URAIAN PEKERJAAN VOLUME SAT I. PEKERJAAN PERSIAPAN 1 Pek. Pengukuran kembali lokasi site 858.00 m 2 1,000.00 858,000.00 2 Pek. Pembersihan Lokasi Site 858.00 m 2 6,425.00 5,512,650.00 3 Pek. Pemasangan Pagar Sementara keliling site plan 115.00 m 58,374.47 29,713,064.34 4 Pek. Pembuatan Kantor Direksikeet 16.00 m 2 1,747,941.58 27,967,065.26 5 Pek. Pengadaan Air & Listrik kerja 1.00 Ls 2,500,000.00 2,500,000.00 6 Pek. Pembersihan sisa bekas pekerjaan 1.00 Ls 1,000,000.00 1,000,000.00 7 Biaya Perijinan ( IMB ) 1,560.00 m 2 - TOTAL PERSIAPAN 66,692,779.60 II. PEKERJAAN STANDARD A. PEKERJAAN STRUKTUR I. PEKERJAAN GALIAN & URUGAN 1 Pek. Pasang Papan Bouplank 256.00 m 1 57,452.31 14,707,791.21 2 Pek. Galian Tanah Pondasi Plat Setempat 10.00 m 3 36,494.00 364,940.00 3 Pek. Galian Tanah Sloof 20/30 25.00 m 3 27,800.00 695,000.00 4 Pek. Galian Tanah Pondasi Batu kali menerus 15.00 m 3 27,800.00 417,000.00 5 Pek. Urugan Pasir Bawah Pondasi Plat & Sloof t=10cm 7.00 m 3 150,150.00 1,051,050.00 6 Pek. Urugan Pasir Bawah Pondasi batu kali t=10cm 1.70 m 3 150,150.00 255,255.00 7 Pek. Urugan Tanah Kembali bks Galian 50.00 m 3 13,323.00 666,150.00 8 Pek. Urugan Tanah Peninggian Bangunan t=40 cm(tanah dari luar) 60.00 m 3 183,918.00 11,035,080.00 9 Pek. Urugan Tanah Peninggian Bangunan (Tanah bks galian) 75.00 m 3 13,323.00 999,225.00 JUMLAH - I 30,191,491.21 II. PEKERJAAN PONDASI, POER & SLOOF 63 1 Pek. Aanstamping Batukali 2.90 m 3 694,275.00 2,016,174.60 2 Pek. Pondasi Batu kali camp. 1Pc:4Psr 7.62 m 3 1,010,021.40 7,699,393.13 3 Pek. Lantai Kerja dibawah Pondasi plat & Sloof t=5 cm 35.01 m 2 115,138.34 4,031,280.99 4 Pekerjaan Beton Pondasi Plat Type P-1 (1,00X1,00X0,40)m 0.25 m 3 5,570,777.12 1,392,694.28 5 Pekerjaan Beton Pondasi Plat Type P-2 (1,25X1,25X0,40)m 3.38 m 3 5,570,777.12 18,801,372.78 6 Pekerjaan Beton Pondasi Plat Type P-3 (1,50X1,50X0,40)m 12.38 m 3 5,570,777.12 68,938,366.86 7 Pekerjaan Beton Pondasi Tangga (1,00X1,50X35)m 0.47 m 3 5,570,777.12 2,611,301.78 8 Pekerjaan Beton Dinding Pedestal Tangga,t=15cm 0.23 m 3 8,135,598.86 1,830,509.74 9 Beton Sloof SL0/40 16.56 m 3 7,063,686.32 116,974,645.46 10 Beton Sloof SL2 15/25 0.91 m 3 4,813,451.81 4,368,207.52 JUMLAH - II 228,663,947.14 III. PEKERJAAN BETON 1 Pekerjaan kolom Beton K1-40/40,Beton K-225,tulangan 108,05 kg/m3 14.55 m 3 8,101,967.61 117,846,801.55 2 Pekerjaan kolom Beton K2-30/30,Beton K-225,tulangan 184,19 kg/m3 0.82 m 3 4,538,000.00 3,712,909.09 3 Pek Beton Kolom Praktis KP 11/11, Beton K.175,tulangan 168,57 kg/m3 118.18 m ' 108,633.22 12,838,470.98 4 Pek. Beton Balok B1 30/60 cm, Elevasi +4,20,Beton K-225,tulangan 151,84 kg/m3 28.96 m 3 6,579,637.34 190,570,223.22 5 Pek. Beton Balok B2 25/50 cm, Elevasi +4,20,Beton K-225,tulangan 177,78 kg/m3 7.84 m 3 6,579,637.34 51,590,338.21 6 Pek. Beton Balok Bordes Tangga B4 20/30 cm, Elv. +1,80,K-225,tulangan.232,21 kg/m3 0.16 m 3 6,579,637.34 1,076,667.93 7 Pek.Beton Plat Lantai t=12 cm, Elevasi +4,10, 44.63 m 3 7,193,299.67 321,062,794.95 8 Pek.Beton Plat Dak t=10 cm, Elevasi +4,20,Beton K-225 3.03 m 3 4,813,451.81 14,591,322.79 9 Pek Beton Plat, Step Tangga -(2 Unit),Beton K-225 1.69 m 3 7,193,299.67 12,190,681.14 10 Pek.Beton Plat Bordes Tangga t=12 cm (2 Unit),Beton K-225 0.49 m 3 7,193,299.67 3,531,256.20 11 Pek Beton Balok Lintle Kusen, Beton K.175 22.31 m ' 126,783.48 2,829,000.47 12 Pek Beton Luifel Jendela t= 10 cm, Beton K.175 0.80 m 3 6,538,225.67 5,199,375.37 13 Pek Beton Meja Wasstafel t=10 cm, Beton K.175 0.13 m 3 6,538,225.67 820,250.13 JUMLAH - III 737,860,092.03 C. PEKERJAAN ATAP SUB TOTAL STRUKTURE 996,715,530.38 1 Pekerjaan Kuda-kuda & Rangka atap Baja Ringan "Zinkalum" 521.00 m 2 250,000.00 130,250,000.00 2 Pasang Glasswoll 521.00 m 2 25,000.00 13,025,000.00 3 Pasang Aluminium Foil 521.00 m 2 130,260.00 67,865,460.00 4 Penutup atap Metal roof 1,138.00 m 2 138,525.20 157,641,677.60

5 Bubung Metal Roof 81.78 m' 136,643.00 11,174,664.54 6 Lisplang Plat GRC Lbr.30cm tebat 12 mm 110.06 m' 80,000.00 8,804,800.00 D. PEKERJAAN ARSITEKTUR I. PEKERJAAN DINDING & PLESTERAN I.a SUB TOTAL ATAP 388,761,602.14 1 Pasangan dinding 1/2 bata 1 : 2 191.61 m 2 216,272.96 41,438,980.50 2 Pekerjaan plester dan acian dinding 1 : 2 383.21 m 2 41,829.11 16,029,334.01 3 Pasangan dinding 1/2 bata 1 : 5 120.26 m 2 201,518.77 24,234,848.56 4 Pekerjaan plester dan acian dinding 1 : 5 240.52 m 2 35,352.59 8,503,076.13 5 Pekerjaan plester dan acian Profil Tali air dinding 35.65 m 1 6,500.00 231,725.00 6 Pekerjaan plester dan acian Ban-banan dinding 212.00 m 1 15,000.00 3,180,000.00 7 Pekerjaan Pasang dinding Batu alam Andesit 10.11 m 2 350,000.00 3,538,500.00 8 Pekerjaan dinding keramik 20X25 h= 2m 71.30 m 2 230,601.52 16,441,888.38 9 Pekerjaan Border dinding keramik 10X20 35.65 m' 25,000.00 891,250.00 10 Pekerjaan Plin dinding Kayu L=10 cm (Partisi) 104.62 m' 103,500.00 10,827,911.25 11 Pekerjaan Railling Tangga Pipa Stainlesstel 28.68 m' 750,000.00 21,506,250.00 SUB JUMLAH 146,823,763.83 II.b 1 Pasangan dinding 1/2 bata 1 : 2 46.08 m 2 216,272.96 9,966,578.91 2 Pekerjaan plester dan acian dinding 1 : 2 92.17 m 2 41,829.11 3,855,249.82 3 Pasangan dinding 1/2 bata 1 : 5 446.49 m 2 201,518.77 89,975,331.04 4 Pekerjaan plester dan acian dinding 1 : 5 892.97 m 2 35,352.59 31,568,882.64 5 Pekerjaan plester dan acian Profil Tali air dinding 29.52 m 1 6,500.00 191,858.33 6 Pekerjaan plester dan acian Ban-banan dinding 100.00 m 1 15,000.00 1,500,000.00 7 Pekerjaan Pasang dinding Batu alam Andesit 3.56 m 2 350,000.00 1,244,444.44 8 Pekerjaan dinding keramik 20X25 h= 2m 59.03 m 2 230,601.52 13,613,176.40 9 Pekerjaan Border dinding keramik 10X20 29.52 m' 25,000.00 737,916.67 SUB JUMLAH 152,653,438.25 JUMLAH - I 299,477,202.08

II. II.a PEK. KUSEN PINTU/JENDELA & PARTISI, LENGKAP ASSESORIES 1 Pasang Kusen+Pintu Type PD1(Pintu Utama) 3.00 Unit 16,752,400.00 50,257,200.00 2 Pasang Kusen+Pintu Type PD2 Unit 4,531,500.00-3 Pasang Kusen+Pintu Type P1 Unit 4,507,200.00-4 Pasang Kusen+Pintu Type P2 2.00 Unit 4,210,800.00 8,421,600.00 5 Pasang Kusen+Pintu Type P3 2.00 Unit 2,853,900.00 5,707,800.00 6 Pasang Kusen+jendela Type J1 1.00 Unit 3,055,000.00 3,055,000.00 7 Pasang Kusen+jendela Type J6 4.00 Unit 3,055,000.00 12,220,000.00 8 Pasang Kusen+jendela Type J7 Unit 3,055,000.00-9 Pasang Kusen+jendela Type J8 Unit 3,004,500.00-8 Pasang Kusen+jendela Type BV1 Unit 3,055,000.00 - SUB JUMLAH 79,661,600.00 II.b 1 Pasang Kusen+Pintu Type PD2 Unit 4,531,500.00-2 Pasang Kusen+Pintu Type P1 Unit 4,507,200.00-3 Pasang Kusen+Pintu Type P2 Unit 4,210,800.00-4 Pasang Kusen+Pintu Type P3 Unit 2,853,900.00-5 Pasang Kusen+jendela Type J1 30.00 Unit 3,055,000.00 91,650,000.00 6 Pasang Kusen+jendela Type J7 3.00 Unit 3,055,000.00 9,165,000.00 7 Pasang Kusen+jendela Type BV1 Unit 506,800.00 - SUB JUMLAH 100,815,000.00 III. III.a PEKERJAAN PLAFOND JUMLAH - II 180,476,600.00 1 Pek. Plafond Gypsum 9mm+Rangka Hollow 40x40 254.67 m 2 250,000.00 63,666,666.67 2 Pek. Plafond GRC 5 mm+ Rangka Hollow 40x40 (Toilet+KM) 19.10 m 2 245,000.00 4,679,500.00 3 Pekerjaan profil gipsum 134.00 m' 13,000.00 1,742,000.00 4 Pekerjaan profil kayu 31.73 m' 13,500.00 428,400.00 SUB JUMLAH 70,088,166.67 III.b 1 Pek. Plafond Gypsum 9mm+Rangka Hollow 40x40 262.00 m 2 250,000.00 65,500,000.00 2 Pek. Plafond GRC 5 mm+ Rangka Hollow 40x40 (Overstek atap) 14.00 m 2 245,000.00 3,430,000.00 3 Pekerjaan profil gipsum 173.33 m' 13,000.00 2,253,333.33 4 Pekerjaan profil kayu 17.33 m' 13,500.00 234,000.00 SUB JUMLAH 71,417,333.33 JUMLAH - III 141,505,500.00

IV. IV.a PEKERJAAN LANTAI 1 Urugan pasir bawah lantai t=10 cm 52.07 m 3 150,150.00 7,818,279.22 2 Lantai kerja t = 5 cm 1.57 m 2 115,138.34 181,055.03 3 Pekerjaan lantai keramik 40X40 ( Diagonal) 81.40 m 2 236,874.05 19,281,547.51 4 Pekerjaan lantai keramik 40X40 ( Border Diagonal) 3.95 m 2 248,717.75 981,606.05 5 Pekerjaan Border Lantai List Pinggir 20X40 (Warna Coklat) 4.56 m 2 248,717.75 1,134,982.00 6 Pekerjaan lantai keramik 40X40 264.55 m 2 236,874.05 62,665,029.40 7 Pekerjaan lantai keramik 40X40 (Tangga) 52.17 m 2 236,874.05 12,356,842.65 8 Pekerjaan Plin lantai keramik 10X40 330.27 m' 29,008.96 9,580,734.72 9 Pekerjaan lantai keramik KM 20X20 26.64 m 2 215,754.05 5,747,687.84 10 Pekerjaan Step Nozing tangga 17.58 m' 40,230.00 707,042.25 11 Pek. Lantai Rabat t = 5 cm (Keliling Bangunan) 0.41 m 2 115,138.34 47,482.57 SUB JUMLAH 120,502,289.24 IV.b 1 Urugan pasir bawah lantai t=10 cm 31.45 m 3 150,150.00 4,722,217.50 2 Pekerjaan lantai Granito 40X40 ( Diagonal) 81.40 m 2 279,423.40 22,745,064.76 3 Pekerjaan Border Lantai List Pinggir 10X40 4.56 m 2 279,423.40 1,275,102.12 4 Pekerjaan lantai Granito 40X40 264.55 m 2 279,423.40 73,921,460.47 5 Pekerjaan Plin lantai Granito 10X40 311.05 m' 29,008.96 9,023,139.07 6 Pekerjaan lantai Granito KM 20X20 22.20 m 2 279,423.40 6,203,199.48 SUB JUMLAH 117,890,183.39 V. PEKERJAAN FINISHING & PENGECATAN V.a JUMLAH - IV 238,392,472.63 1 Pekerjaan Finishing Opening Kusen pada dinding bata 316.77 m 1 7,500.00 2,375,750.00 2 Pekerjaan pengecatan dinding Exterior Watershiel 102.74 m 2 23,754.58 2,440,545.04 3 Pekerjaan pengecatan dinding bata & partisi (Interior) 415.82 m 2 19,003.66 7,902,127.24 4 Pekerjaan pengecatan plafond 273.77 m 2 19,003.66 5,202,568.65 5 Pekerjaan pengecatan politur Daun pintu Lapis Teakwood 7.40 m 2 88,829.62 657,339.19 SUB JUMLAH SUB JUMLAH 18,578,330.12 V.b 1 Pekerjaan Finishing Opening Kusen pada dinding bata 350.10 m 1 7,500.00 2,625,750.00 2 Pekerjaan pengecatan dinding Exterior Watershiel 95.74 m 2 23,754.58 2,274,342.19 3 Pekerjaan pengecatan dinding bata & partisi (Interior) 591.08 m 2 19,003.66 11,232,746.70 4 Pekerjaan pengecatan plafond 290.00 m 2 19,003.66 5,511,061.40 5 Pekerjaan pengecatan politur Daun pintu Lapis Teakwood 7.40 m 2 88,829.62 657,339.19 6 Pekerjaan pengecatan lisplang kayu 16.51 m 2 38,675.00 638,485.58 SUB JUMLAH 22,939,725.05 E. PEKERJAAN MEKANIKAL & SANITARY I PEKERJAAN INSTALASI AIR BERSIH 1. LANTAI - 1 a. PIPA AIR BERSIH (PPR PN 16) JUMLAH - V 60,096,385.28 SUB TOTAL ARSITEKTURE 919,948,159.99 - PPR dia 1/2 inc 30.00 m 77,239.80 2,317,194.00 - PPR dia 3/4 inc 40.00 m 96,096.60 3,843,864.00 - PPR dia 1 inc 20.00 m 141,391.80 2,827,836.00 b. Valve (Class 125 psi) - Gate valve dia 3/4 inc 1.00 unit 100,000.00 100,000.00 - Gate valve dia 1 inc 2.00 unit 160,000.00 320,000.00 SUB JUMLAH 9,408,894.00 2. LANTAI - 2 a. PIPA AIR BERSIH (PPR PN 16) - PPR dia 1/2 inc 30.00 m 77,239.80 2,317,194.00 - PPR dia 3/4 inc 23.00 m 96,096.60 2,210,221.80 - PPR dia 1 inc 4.00 m 141,391.80 565,567.20 b. Valve (Class 125 psi) - Gate valve dia 3/4 inc 1.00 unit 100,000.00 100,000.00 - Gate valve dia 1 inc 2.00 unit 160,000.00 320,000.00 SUB JUMLAH 5,512,983.00 JUMLAH - I 14,921,877.00

II. PEKERJAAN INSTALASI AIR KOTOR 1. LANTAI - 1 c. PIPA AIR KOTOR (PVC Class 10 kg/cm2) - PVC dia 2 inc 20.00 m 50,375.40 1,007,508.00 - PVC dia 3 inc 30.00 m 138,670.50 4,160,115.00 - PVC dia 4 inc 101.00 m 177,686.81 17,946,367.31 - PVC dia 6 inc 23.00 m 209,043.30 4,807,995.90 SUB JUMLAH 27,921,986.21 2. LANTAI - 2 III. c. PIPA AIR KOTOR (PVC Class 10 kg/cm2) - PVC dia 2 inc m - - PVC dia 3 inc m - - PVC dia 4 inc m - SUB JUMLAH - PEKERJAAN SANITARY a. JUMLAH - II 27,921,986.21 1 Floor drained "TOTO" 9.00 bh 67,695.00 609,255.00 2 Kran air 1/2" 20.00 bh 57,266.91 1,145,338.20 3 Closet Duduk "TOTO" 2.00 bh 2,898,392.80 5,796,785.60 4 Urinoir U57M "TOTO" 2.00 bh 1,453,172.40 2,906,344.80 5 Sekat Urinoir Porselin "TOTO" 2.00 bh 350,000.00 700,000.00 SUB JUMLAH 11,157,723.60 JUMLAH - III 11,157,723.60 SUB TOTAL PEK.MEKANIKAL STANDARD & SANITARY 54,001,586.81 F. PEKERJAAN ELEKTRIKAL I. ELEKTRIKAL LANTAI DASAR 1. PEMASANGAN PANEL a b PP-D/LP-D - Panel box (800x600x250) mm 1.00 bh 2,750,000.00 2,750,000.00 - Busbar+Wiring Material 1.00 lot 1,950,000.00 1,950,000.00 Input - MCCB 3P 32 A 1.00 bh 325,000.00 325,000.00 - Pilot Lamp Tlmq+MCB 1P 2A 3.00 set 80,500.00 241,500.00 Output - MCB 1P 6A 12.00 bh 70,000.00 840,000.00 - MCB 1P 16A 6.00 bh 70,000.00 420,000.00 - MCB 3P 6A 1.00 bh 285,000.00 285,000.00 SDP - Panel box (800x600x250) mm 1.00 bh 2,750,000.00 2,750,000.00 - Busbar+Wiring Material 1.00 lot 1,950,000.00 1,950,000.00 Input - MCB 3P 80 A 1.00 bh 825,000.00 825,000.00 - Pilot Lamp Tlmq+MCB 1P 2A 3.00 set 80,500.00 241,500.00 Output - MCB 3P 32A 4.00 bh 325,000.00 1,300,000.00 SUB JUMLAH 13,878,000.00 2 PASANG KABEL TRAY kabel tray elektrikal (300 x 50) mm 38.00 m 222,000.00 8,436,000.00 kabel ladder elektrikal (300 x 100) mm 5.00 m 218,000.00 1,090,000.00 3 PASANG GROUNDING SYSTEM SUB JUMLAH 9,526,000.00 Grounding system max. 2 Ohm + Box Control 1.00 titik 2,950,000.00 2,950,000.00 SUB JUMLAH 2,950,000.00

4 PEMASANGAN INSTALASI PENERANGAN/LAMPU 1 Installasi RM TL 2x36 W 5.00 titik 235,512.26 1,177,561.32 Down Light 14 W 3.00 titik 235,512.26 706,536.79 Down Light 18 W 5.00 titik 235,512.26 1,177,561.32 Baret Lamp 20 W 4.00 titik 235,512.26 942,049.06 stop kontak 9.00 titik 270,839.10 2,437,551.93 2 Material RM TL 2x36 W 6.00 bh 422,600.00 2,535,600.00 Down Light 14 W 5.00 bh 350,000.00 1,750,000.00 Down Light 18 W 7.00 bh 315,000.00 2,205,000.00 Baret Lamp 20 W 5.00 bh 375,000.00 1,875,000.00 Stop kontak 8.00 bh 24,100.00 192,800.00 Saklar ganda 10.00 bh 24,100.00 241,000.00 Saklar tunggal 10.00 bh 18,100.00 181,000.00 SUB JUMLAH 15,421,660.42 JUMLAH - I 41,775,660.42 II. ELEKTRIKAL 1 PEMASANGAN PANEL a PP-ATAS/LP-ATAS - Panel box (800x600x250) mm 1.00 bh 2,750,000.00 2,750,000.00 - Busbar+Wiring Material 1.00 lot 1,950,000.00 1,950,000.00 Input - MCCB 3P 32 A 1.00 bh 325,000.00 325,000.00 - Pilot Lamp Tlmq+MCB 1P 2A 2.00 set 80,500.00 161,000.00 Output - - MCB 1P 6A 5.00 bh 70,000.00 350,000.00 - MCB 1P 16A 3.00 bh 70,000.00 210,000.00 - MCB 3P 6A 1.00 bh 285,000.00 285,000.00 SUB JUMLAH 94,075,981.26 5 PASANG KABEL TRAY kabel tray elektrikal (300 x 50) mm 38.00 m 222,000.00 8,436,000.00 kabel ladder elektrikal (300 x 100) mm 5.00 m 218,000.00 1,090,000.00 SUB JUMLAH 9,526,000.00 7 PEMASANGAN INSTALASI PENERANGAN/LAMPU LT.ATAS 1 Installasi RM TL 2x36 W 20.00 titik 235,512.26 4,710,245.28 Down Light 14 W 9.00 titik 235,512.26 2,119,610.38 Down Light 18 W 10.00 titik 235,512.26 2,355,122.64 Baret Lamp 20 W 9.00 titik 235,512.26 2,119,610.38 stop kontak 10.00 titik 270,839.10 2,708,391.04 2 Material RM TL 2x36 W 20.00 bh 422,600.00 8,452,000.00 Down Light 14 W 9.00 bh 350,000.00 3,150,000.00 Down Light 18 W 10.00 bh 315,000.00 3,150,000.00 Baret Lamp 20 W 9.00 bh 375,000.00 3,375,000.00 Stop kontak 10.00 bh 24,100.00 241,000.00 Saklar ganda 4.00 bh 24,100.00 96,400.00 Saklar tunggal 20.00 bh 18,100.00 362,000.00 SUB JUMLAH 32,839,379.71 JUMLAH - II 136,441,360.97 III. PENANGKAL PETIR Cable BC 50 mm2 60.00 m 65,000.00 3,900,000.00 Road Protection 2.00 bh 200,000.00 400,000.00 Installasi & accessories 2.00 titik 250,000.00 500,000.00 Grounding system max. 2 Ohm + Box Control 2.00 titik 2,950,000.00 5,900,000.00 JUMLAH - III 10,700,000.00 SUB TOTAL PEK. ELEKTRIKAL STANDARD TOTAL JUMLAH PEKERJAAN GEDUNG 188,917,021.39 2,548,343,900.71 Kepala MAN Model Ciwaringin Ketua Cirebon, 01 Juni 2013

DRS. H. LUKMAN AL HAKIM, M.Pd DRS. H. M.A BADAWI M. MURAI, M.Ag NIP. 19550616985031002