1. draft mc-0 editan konsultan - rev peneliti kontrak.xlsx

REKAPR E K A P I T U L A S I

RENCANA ANGGARAN BIAYA

PEKERJAAN:PENATAAN KAWASAN ANJUNGAN PANTAI MANAKARRA LOKASI:MAMUJUNo. Kontrak:663/001/SPK-FISIK/DPU/I/2015 KABUPATEN:MAMUJUTgl. Kontrak: 30 Januari 2015 PROPINSI:SULAWESI BARATNo. SPMK:663/001/SPMK-FISIK/DPU/II/2015 TAHUN :2015Tgl. SPMK: 18 Februari 2015

NO.U R A I A NJUMLAH HARGA KONTRAK (Rp.)JUMLAH HARGA ADDENDUM KONTRAK 01 (Rp.)

abcd

I.PEKERJAAN LANTAI ANJUNGAN7,592,958,477.987,748,861,116.38(155,902,638.40)7,781,626,148.5032,765,032.12II.PEKERJAAN SCULPTURE PERSAHABATAN216,094,026.69268,718,369.50(52,624,342.81)268,718,369.500.0III.PEKERJAAN PAGAR KELILING386,900,452.64400,995,883.53(14,095,430.89)400,995,883.530.0IV.PEKERJAAN FONT MARK1,099,331,202.661,496,347,602.26(397,016,399.60)(476,766,867.49)1,508,899,329.0612,551,726.80V.PEKERJAAN SCULPTURE SANDEQ DAN KOLAM1,271,977,837.251,195,825,666.7476,152,170.50(79,750,467.89)1,195,825,666.740.0VI.PEKERJAAN BANGKU TAMAN 137,468,387.1874,813,750.0062,654,637.1874,813,750.000.0VII.PEKERJAAN PAYUNG HIAS,LAMPU TAMAN1,982,750,000.001,501,917,996.00112,000,000480,832,004.001,501,917,996.000.0

AJUMLAH (I+II+III+IV+V+VI+VII)12,687,480,384.4112,687,480,384.41(0.00)(0.00)BPPN 10 %1,268,748,038.441,268,748,038.44(0.00)CTOTAL13,956,228,422.8513,956,228,422.85(0.00)DDIBULATKAN13,956,228,000.0013,956,228,000.000.0

T O T A L 13,956,228,000.0013,956,228,000.004,174,200.000

TERBILANGTiga Belas Milyar Sembilan Ratus Lima Puluh Enam Juta Dua Ratus Dua Puluh Delapan Ribu Rupiah

Panitia Peneliti Kontrakm3m3bijizakkgm3m3m3m3kgkgkgltrbtgdosdosdosm2TANAHPASIRBATASEMENsemen warnaKORALKAYU 6/12KAYU 5/7PAPANBESIPAKUKAWATMINYAKPIPA PVC 3"KERAMIK 60X60KERAMIK 30X30keramik 40x40coral sikatNo.NamaJabatanTanda Tangan

1Hj. Fironita ST, MTKetua / Anggota2Azrar Azis STSekretaris / Anggota3Sukma AMAnggota4Marwan Yusuf, SipAnggota

Mengetahui / Menyetujui :Pejabat Pembuat Komitmen

Erwin Syahril, ST, MMNip .19720917 200312 1 011Pejabat Pelaksana Teknis Kegiatan

Erick Ady Novendra, ST, MTNip. 19821123 200901 1 004Diperiksa Oleh :Konsultan SupervisiPT. Anugrah Cipta Dimensi

Ir. H. SudirmanSite EngineerDibuat Oleh :Kontraktor PelaksanaPT. Karya Mandala Putera

F A J R IKepala ProyekPejabat Pembuat Komitmen

Erwin Syahril, ST, MMNip .19720917 200312 1 011Konsultan SupervisiPT. Anugrah Cipta Dimensi

H. Satriya Madjid, ST, MSPTeam LeaderKontraktor PelaksanaPT. Karya Mandala Putera

F A J R IKepala Proyek

RAB LANTAI ANJUNGAN

DAFTAR KUANTITAS DAN HARGA

PEKERJAAN:PENATAAN KAWASAN ANJUNGAN PANTAI MANAKARRA LOKASI:MAMUJUNo. Kontrak663/001/SPK-FISIK/DPU/I/2015 KABUPATEN:MAMUJUTgl. Kontrak 30 Januari 2015 PROPINSI:SULAWESI BARATNo. SPMK663/001/SPMK-FISIK/DPU/II/2015 TAHUN :2015Tgl. SPMK 18 Februari 2015

NO.U R A I A NANALISA VOLUME KONTRAK AWALSATVOLUME ADD KONTRAK 01HARGA SATUAN (Rp.)JUMLAH HARGA KONTRAK AWAL (Rp.)JUMLAH HARGA ADD KONTRAK 01 (Rp.)

abcdefgh = d x gi = f x gAPEKERJAAN LANTAI ANJUNGANI. PEKERJAAN PERSIAPAN1 Pembersihan Lokasi----1.00Ls1.0080,000,000.0080,000,000.0080,000,000.002 Pembuatan Diresi Keet---1.00Ls1.0016,000,000.0016,000,000.0016,000,000.003 Pasangan BowplankSNI-1.6.4644M1644.0058,200.0037,480,800.0037,480,800.004 Papan Proyek----1.00Ls1.00300,000.00300,000.00300,000.00 133,780,800.00133,780,800.00II. PEKERJAAN TANAH1 Galian TanahSNI-2.6.153.23M364.7651,250.002,728,037.503,318,950.002 Galian Tanah DrainaseSNI-2.6.1354.45M3441.4051,250.0018,165,562.5022,621,750.00TANAHPASIRBATASEMENsemen warnaKORALKAYU 6/12KAYU 5/7PAPANBESIPAKUKAWATMINYAKPIPA PVC 3"KERAMIK 60X60KERAMIK 30X30keramik 40x40coral sikat3 Urugan KembaliSNI-2.6.9a17.74M3168.7221,000.00372,540.003,543,120.00KOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOL4 Urugan Tanah Timbunan BiasaSNI-2.6.151,170.15M31,931.05138,750.00162,358,312.50267,933,187.501.202,317.265 Urugan Pasir Bawah LantaiSNI-2.6.111,103.63M31,750.61152,500.00168,303,575.00266,968,025.001.21,750.61 351,928,027.50564,385,032.50III. PEKERJAAN DINDING DAN PAS. BATU1 Pas. Batu Bata T= 1/2 bata, 1 Pc : 3 Ps Trasraam DrainaseSNI-4.6.101,575.34M21,612.57106,299.50167,457,854.33171,415,384.720.0464.5070112,879.9014.3723,172.632 Pas. Plesteran Trasram 1:3 Tebal 15 mmSNI-5.6.31,339.04M21,328.0040,527.6054,268,077.5053,820,652.800.02330.547.77610,326.533 Pek. Pas. Batu Tanggul (mengganti tanggul yang rusak)SNI-3.6.6M322.97546,440.000.012,551,726.80221,725,931.83237,787,764.32IV. PASANGAN BETON BERTULANG1 Pek. Talud BetonSNI-7.6.42a423.46M3423.484,174,200.001,767,606,732.001,767,690,216.000.52220.21323136,784.040.78330.310.32135.510.1250.820.06627.9510042,348.003.21,355.142.25952.831.6677.572 Pek. Beton Penutup Drainase SNI-7.6.129.96M30.0776,350.0023,259,446.00 Pek. Beton Penutup Drainase (BETON BERTULANG)37.944,174,200.00158,369,148.000.5219.7332312,254.620.7829.590.3212.140.124.550.0662.501003,794.003.2121.412.2585.371.660.701,790,866,178.001,926,059,364.00V. PEKERJAAN PIPA SALURAN1 Pek. Pipa Saluran PVC 3"SNI-10.6.31209.80M"160.00118,575.0024,877,035.0018,972,000.001.2192.0024,877,035.0018,972,000.00VI. PEKERJAAN LANTAI1 Pas. Lantai Keramik 60 x 60 Granit Kasar StageSNI-13.6.45a2,814.80M22,576.88348,533.00981,050,688.40898,127,717.040.042108.2311.3829,324.891.503,865.32410,307.522 Pas. Lantai Keramik 30 x 30 Anti Slip Tangga PelataranSNI-13.6.49432.00M2810.90187,558.0081,025,056.00152,090,782.200.04536.49108,109.001.501,216.3511.879,625.383 Pek.Lantai Kerja BetonSNI-7.6.11,199.38M31,255.05776,350.00931,138,663.00974,358,067.500.52653218273,6010.871,0924 Pek. Lantai Anjungan Keramik 40 x 40 Anti slip SNI-13.6.489,311.38M28,317.56185,481.501,727,088,729.471,542,753,505.140.045374.298.1968,120.821.6213,474.456.2551,984.755 Pek.Beton Lantai Jogging Track SNI-7.6.1109.26M3109.25776,350.0084,824,001.0084,816,237.500.525721823,8170.87956 Pas. Lantai Keramik 40 x 40 Anti Slip (Motif Pola Lantai)SNI-13.6.481,320.00M21,484.39185,481.50244,835,580.00275,326,883.799,801.950.04566.808.1912,157.151.622,404.716.259,277.447 Pas. Lantai Keramik 30 x 30 Anti Slip (Motif Pola Lantai)SNI-13.6.492,595.91M22,205.54187,558.00486,883,687.78413,666,671.323,016.440.04599.251022,055.401.503,308.3111.8726,179.768 Pas. Koral Lantai-3,947.66M23,901.75135,000.00532,934,100.00526,736,291.0812,818.3913,901.755,069,780,505.654,867,876,155.5768.56JUMLAH REAL COST7,592,958,477.987,748,861,116.38selisih155,902,638.402,317.263,480.09112,879.90619,722.4824,269.141,546.85147.6555.3730.4546,142.001,476.541,038.20738.27192.0010,307.5235,805.1461,262.193,901.752,3173,480112,88015,49324,2691,547148553046,1421,4771,038738482,5773,0169,8023,902Panitia Peneliti Kontrakm3m3bijizakkgm3m3m3m3kgkgkgltrbtgdosdosdosm2TANAHPASIRBATASEMENsemen warnaKORALKAYU 6/12KAYU 5/7PAPANBESIPAKUKAWATMINYAKPIPA PVC 3"KERAMIK 60X60KERAMIK 30X30keramik 40x40coral sikatNo.NamaJabatanTanda Tangan


0.002228.5034114969TOTAL KERAMIKKERAMI 40X409,801.9568.569,870.51KERAMIK 30X303,016.44

GRANIT 60X602,576.8878.5061.34

Pejabat Pembuat Komitmen

Erwin Syahril, ST, MMNip .19720917 200312 1 011Pejabat Pelaksana Teknis Kegiatan

Erick Ady Novendra, ST, MTNip. 19821123 200901 1 004Konsultan SupervisiPT. Anugrah Cipta Dimensi

H. Satriya Madjid, ST. MSPTeam LeaderKontraktor PelaksanaPT. Karya Mandala Putera

F A J R IKepala Proyek

RAB SCULPTURE PERSAHABATAN



NO.U R A I A NANALISA VOLUME KONTRAKSATVOLUME ADD KONTRAK 01HARGA SATUAN (Rp.)JUMLAH HARGA KONTRAK AWAL (Rp.)JUMLAH HARGA ADD KONTRAK 01 (Rp.)

abcdefgh = d x gi = f x gBPEKERJAAN SCULPTURE PERSAHABATANI. PEKERJAAN PERSIAPAN1 Pembersihan Lokasi----0.0Ls0.00.02 Pengukuran Awal dan Pasangan BowplankSNI-1.6.40.0M158,200.000.03 Papan Proyek----0.0Ls0.00.0 0.0II. PEKERJAAN TANAH 1 Galian TanahSNI-2.6.112.25M326.8151,250.00627,812.501,374,012.50TANAHPASIRBATU GUNUNGBATU BATASEMENsemen warnaKORALGRANIT 60X60GRANIT 40x40SPOT LIGHTALCOPAN2 Urugan KembaliSNI-2.6.9a4.08M38.9421,000.0085,680.00187,740.00KOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOL3 Urugan Tanah Timbunan BiasaSNI-2.6.15112.01M347.12138,750.0015,541,387.506,537,900.004 Urugan Pasir Bawah PondasiSNI-2.6.112.45M32.34152,500.00373,625.00356,850.001.202.815 Urugan Pasir Bawah LantaiSNI-2.6.115.28M30.0152,500.00805,200.000.0(Sudah terhitung di luasan anjungan)

17,433,705.008,456,502.50III. PEKERJAAN PONDASI1 Pas. Batu Kosong Bawah PondasiSNI-3.6.144.90M30.0281,220.001,377,978.000.00.430.01.200.02 Pas. Pondasi Batu Kali / Bt.GunungSNI-3.6.621.85M30.0546,440.0011,939,714.000.00.540.01.200.0136.000.03 Pek.Pondasi PoerplatSNI-7.6.42a0.0M313.864,174,200.000.057,854,4124 Pek.Lantai Kerja Pondasi PoerSNI-7.6.10.0M31.10776,350.000.0853,9855 Pek. Kolom dan Ring Balk Stand Gong PerdamaianSNI-7.6.42a0.0M32.034,174,200.000.08,473,626

13,317,692.0067,182,023.00IV. PEKERJAAN DINDING DAN PAS. BATU1 Pas. Pondasi Batu Bata T= 1 bata, 1 Pc : 3 Ps TrasraamSNI-4.6.3105.20M280.43219,492.5023,090,611.0017,653,781.780.0917.3191314011260.232.952650.1685

23,090,611.0017,653,781.78V. PEKERJAAN LANTAI1 Pas. Lantai Granito 60x60 SNI-13.6.45a27.15M278.50348,533.009,462,670.9527,359,840.500.0423.29711.38893.331.5117.7543142 Pas. Lantai Granito Tangga 40x40SNI-13.6.45b78.53M261.34339,158.0026,634,077.7420,803,951.720.0422.5762811.38698.04921.592.016.25383.37536,096,748.6948,163,792.22VI PEKERJAAN SCULPTURE DAN PRASASTI1 Pembuatan Sculpture persahabatan Plat Alcupan---89.58M290.401,350,000.00120,933,000.00122,040,000.00190.402 Pembuatan Pilar PrasastiSNI-7.6.10.20M30.20776,350.00155,270.00155,270.000.520.10421843.60.870.1743 Pembuatan Plakat Prasasti ---1.00Ls1.001,167,000.001,167,000.001,167,000.00122,255,270.00123,362,270.00VII. PEKERJAAN LAMPU SOROT1 Lampu Sorot SpotLight + Instalasi6.00Bh6.00650,000.003,900,000.003,900,000.0063,900,000.003,900,000.00016.10441011260.24285.1477209.760.174314383.375690.4160.011,26010721007961632JUMLAH REAL COST216,094,026.69268,718,369.50M3M3M3BIJIZAKKGM3DOSDOSBHLBRSELISIH52,624,343TANAHPASIRBATU GUNUNGBATU BATASEMENsemen warnaKORALGRANIT 60X60GRANIT 40x40SPOT LIGHTALCOPAN




Erwin Syahril, ST, MMNip .19720917 200312 1 011Diperiksa Oleh :Pejabat Pelaksana Teknis Kegiatan




Erwin Syahril, ST, MMNip .19720917 200312 1 011Kontraktor PelaksanaPT. Karya Mandala Putera

F A J R IKepala ProyekPejabat Pelaksana Teknis Kegiatan


H. Satriya Madjid, ST. MSPTeam Leader

RAB PAGAR




abcdefgh = d x gi = f x gCPEKERJAAN PAGAR KELILINGI. PEKERJAAN PERSIAPAN1 Pembersihan Lokasi----0.0Ls0.01 Pasangan BowplankSNI-1.6.4418M1418.0058,200.0024,327,600.0024,327,600.002 Papan Proyek----0.0Ls0.0 24,327,600.0024,327,600.00II. PEKERJAAN TANAH1 Galian TanahSNI-2.6.50.0M351,750.000.02 Urugan KembaliSNI-2.6.9a0.0M310,500.000.03 Urugan Tanah PilihanSNI-2.6.90.0M38,541.670.00.03 Urugan Pasir Bawah PondasiSNI-2.6.110.0M376,250.000.04 Urugan Pasir Bawah LantaiSNI-2.6.150.0M369,375.000.0 0.0III. PEKERJAAN PONDASI1 Pas. Batu Kosong Bawah PondasiSNI-3.6.140.0M3140,610.000.02 Pas. Pondasi Batu Kali / Bt.GunungSNI-3.6.10.0M3586,130.000.03 Pek.Pondasi PoerplatSNI-7.6.38a0.0M32,525,115.000.03 Pek.Lantai Kerja Pondasi PoerSNI-7.6.10.0M3476,465.000.00.0TANAHPIPA STEINLESS 2"CATPASIRBATU GUNUNGBATU BATASEMENsemen warnaKORALBESIPAKUKAWATBALOK 5/10BALOK 5/7PAPANIV. PEKERJAAN DINDING DAN PAS. BATUKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOL1 Pas. Dinding Batu Bata T= 1/2 bata, 1 Pc : 3 Ps Trasraam SNI-4.6.1083.60M2222.88106,299.508,886,638.2023,692,245.160.048.915287015601.7414.373202.814342 Pas. Dinding Batu Bata T= 1/2 bata, 1 Pc : 6 SNI-4.6.13167.2M20.099,122.0016,573,198.400.03 Plesteran 1 Pc : 2 Ps Trasraam, tebal 15 mm SNI-5.6.2167.20M2780.9343,502.407,273,601.2833,972,329.230.0215.618610.2247984.228324 Plesteran 1 Pc : 5 Ps, Dinding batu bata tebal 15 mm SNI-5.6.5334.40M20.037,358.4012,492,648.960.045,226,086.8457,664,574.39V. PASANGAN BETON BERTULANG1 Pek. Kolom beton bertulang SNI-7.6.4020.58M320.706,300,450.00129,663,261.00130,419,315.000.5210.7643236686.10.7816.1462004140482.84.593.150.48.280.153.1050.0661.3662129,663,261.00130,419,315.00VI. PEKERJAAN PENGECATAN1 Cat Dinding Tembok SNI-14.6.14710.60M2780.9341,468.0029,467,160.8032,383,605.240.36281.134829,467,160.8032,383,605.24VII. PEKERJAAN BESI / STAINLES1 Railing Pagar Aluminium Dia. 2"SNI-11.6.31b167.20M2165.07946,270.00158,216,344.00156,200,788.907.51238.025 GANTI STEINLESS STELL158,216,344.00156,200,788.90VIII. PEKERJAAN HALAMAN 1 Pek. Beton RabatSNI-7.6.30.00M3430,615.000.00.0IX. PEKERJAAN LAIN - LAIN01238.025281.134835.29788015601.7417873.14266016.146414082.893.158.283.1051.36621 Pembersihan AkhirLs0.0Ls2,500,000.000.01,2382813515,602447164,14083938310.0M3M'KGM3M3BIJIZAKKGM3KGPAKUKGM3M3M3JUMLAH REAL COST386,900,452.64400,995,883.53TANAHPIPA STEINLESS 2"CATPASIRBATU GUNUNGBATU BATASEMENsemen warnaKORALBESIPAKUKAWATBALOK 5/10BALOK 5/7PAPANSELISIH14,095,430.89












RAB FONT MARK




abcdefgh = d x gi = f x gDPEKERJAAN FONT MARKI. PEKERJAAN PERSIAPANPOMPASPOT LIGHTCATPASIRBATU GUNUNGBATU BATASEMENALCOPANKORALBESIPAKUKAWATBALOK 5/10BALOK 5/7PAPAN1Pasangan BowplankSNI-1.6.4104M1104.0058,200.006,052,800.006,052,800.006,052,800.00KOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOL 6,052,800.006,052,800.00II. PEKERJAAN TANAH 1 Galian TanahSNI-2.6.1259.85M3184.1251,250.0013,317,543.139,436,150.009,436,150.00zzzz2 Urugan KembaliSNI-2.6.9a86.62M361.3721,000.001,818,981.501,288,770.000.01,288,770.00 15,136,524.6310,724,920.00III. PEKERJAAN PONDASI458.441 Pas. Pondasi Batu Kali / Bt.GunungSNI-3.6.6519.71M3503.21546,440.00283,989,785.96274,974,072.40(0.00)287,525,799.200.544273.751.2603.85213668436.56tambahan pas. Batu utk perbaikan tanggul yg keropos/abrasi2 Pek.Pondasi Poerplat65.904,174,200.00275,079,780.00(0.00)275,079,780.003 Pek.Lantai Kerja Pondasi Poer2.64776,350.002,049,564.00632.712,049,564.00283,989,785.96552,103,416.40IV. PEKERJAAN BESI / STAINLES1 Pek.Rangka Huruf dan Pas.Plat Alcupan0.0461.63M2485.341,350,000.00623,200,500.00655,209,000.00655,209,000.001485.34623,200,500.00655,209,000.00besi= 8 pot * 4 * 1,207 kg/m' * 277.25V. PEKERJAAN PLESTERAN= (0,05+0,15+0,75+0,15+0,75+0,05) * 3,6/0,2 * 0,393 kg/m' * 226.881 Plesteran Pondasi 1 Pc : 2 Ps Trasraam, tebal 15 mm SNI-5.6.2734.76M2372.0843,502.4031,963,866.9316,186,372.9916,186,372.990.027.441610.2243804.14592104.13kg110001,145,4212 Plesteran Dinding Kolam 1 Pc : 2 Ps Trasraam, tebal 15 mm SNI-5.6.2394.11M2313.5843,502.4017,144,904.8713,641,482.5913,641,482.590.026.271610.2243206.041921,145,42131,963,866.9329,827,855.58k-225= 6 zak * 46500279000ERROR:#REF!/m3VI. PEKERJAAN KOLAM AIR MANCUR= 0,6 * 20000012000074,037/m21 Pek. Dinding Kolam Beton K225SNI-7.6.3532.41M31,319,800.0042,773,398.20= 0,4 * 10000040,000.001 Pek. Dinding Kolam Beton K225 (beton bertulang)25.724,174,200.00107,360,424.00107,360,424.000.5213.37443238307.560.7820.061620051444102.884.5115.740.410.2880.153.8580.0661.697522 Pek. Lantai Kolam Beton K225SNI-7.6.3513.16M31,319,800.0017,371,207.60439,0001 Pek. Lantai Kolam Beton K225 (beton bertulang)15.584,174,200.0065,034,036.0065,034,036.000.528.10163235032.340.7812.15242003116462.324.570.110.46.2320.152.3370.0661.0282860,144,605.80172,394,460.00upah80000VII. PEKERJAAN PENGECATAN519,0001 Pek. Cat Dinding KolamSNI-14.6.14394.11M2181.7141,468.0016,343,119.357,535,150.287,535,150.280.3665.415616,343,119.357,535,150.28struktur1,145,421VIII. PEKERJAAN PERLENGKAPAN KOLAMaluminium composit1 Pek.Pompa Air Mancur + Kelengkapan + Instalasi11.00Ls1.0040,000,000.0040,000,000.0040,000,000.0040,000,000.002 Lampu Sorot SpotLight + Instalasi3030.00Bh30.00750,000.0022,500,000.0022,500,000.0022,500,000.00113062,500,000.0062,500,000.0013065.4156308.93544603.852088786.64784485.3432.2148260165.2185.8516.526.1952.7258JUMLAH REAL COST1,099,331,202.661,496,347,602.261,508,899,329.0630653096042,220173328,2601651861763Harga SatuanSELISIH397,016,399.60409,568,126.40BHBHKGM3M3BIJIZAKLBRM3KGKGKGM3M3M3POMPASPOT LIGHTCATPASIRBATU GUNUNGBATU BATASEMENALCOPANKORALBESIPAKUKAWATBALOK 5/10BALOK 5/7PAPANPanitia Peneliti Kontrakm3m3bijizakkgm3m3m3m3kgkgkgltrbtgdosdosdosm2TANAHPASIRBATASEMENsemen warnaKORALKAYU 6/12KAYU 5/7PAPANBESIPAKUKAWATMINYAKPIPA PVC 3"KERAMIK 60X60KERAMIK 30X30keramik 40x40coral sikatNo.NamaJabatanTanda Tangan


Dibuat Oleh :Kontraktor PelaksanaPT. Karya Mandala Putera






RAB SCULPTURE DAN KOLAM




abcdefgh = d x gI = F x gEPEKERJAAN SCULPTURE SANDEQ DAN KOLAMII. PEKERJAAN TANAH 1 Galian TanahSNI-2.6.175.24M30.0051,250.003,855,793.750.02 Urugan KembaliSNI-2.6.9a25.08M30.0021,000.00526,645.000.03 Urugan Tanah Timbunan BiasaSNI-2.6.155.81M30.00138,750.00806,415.000.04 Urugan Pasir Bawah LantaiSNI-2.6.112.91M30.00152,500.00443,165.000.0 5,632,018.750.0III. PEKERJAAN DINDING DAN PAS. BATU1 Pas. Pondasi Batu Bata T= 1 bata, 1 Pc : 3 Ps TrasraamSNI-4.6.332.93M20.00219,492.507,227,888.030.02 Plesteran 1 Pc : 2 Ps Trasraam, tebal 15 mm SNI-5.6.2262.94M20.0043,502.4011,438,521.060.018,666,409.080.0IV. PASANGAN BETON BERTULANG1 Pek. Sloof beton bertulang 20/30SNI-7.6.394.60M36.395,049,800.0023,224,939.1632,268,222.000.523.32283232063.970.784.98422001278425.564.528.7550.42.5560.150.95850.0660.421742 Pek. Dinding Kolam Beton BertulangSNI-7.6.4063.51M322.236,300,450.00400,135,279.05140,059,003.500.5211.55963237180.290.7817.33942004446488.924.5100.0350.48.8920.153.33450.0661.467183 Pek. Pilar beton Sculpture SandeqSNI-7.6.4015.07M30.006,300,450.0094,960,382.400.04 Pek. Plat Beton Dudukan Sculpture SandeqSNI-7.6.403.62M34.946,300,450.0022,795,028.1031,124,223.005 Pek. Plat Lantai KolamSNI-7.6.400.0M345.146,300,450.000.0284,402,313.00541,115,628.71487,853,761.50V. PEKERJAAN LANTAI1 Pas. Lantai Keramik 40x40 Kasar SNI-13.6.4858.12M268.56185,481.5010,780,184.7812,716,611.641.62111.06726.25428.50.0453.08528.19561.506410,780,184.7812,716,611.64VI. PEKERJAAN PENGECATAN1 Cat KolamSNI-14.6.14262.94M2250.2041,468.0010,903,595.9210,375,293.600.3690.07210,903,595.9210,375,293.60VII. PEKERJAAN SCULPTURE1 Pembuatan Sculpture Perahu Sandeq11.00Ls1.00635,000,000.00635,000,000.00635,000,000.00635,000,000.00635,000,000.00VIII. PEKERJAAN LAMPU KOLAM1 Lampu Kolam Inbow18.00Bh8.001,235,000.009,880,000.009,880,000.008.009,880,000.009,880,000.00IX. PEKERJAAN AIR MANCUR1 Pek.Pompa Air Mancur + Kelengkapan + Instalasi11.00Ls1.0040,000,000.0040,000,000.0040,000,000.00140,000,000.0040,000,000.00111.0672428.590.07217.96768109805.7664022.32365724114.48128.7911.4484.2931.88892JUMLAH REAL COST1,271,977,837.251,195,825,666.7411169901881245225,7241141291142SELISIH(76,152,170.50)KGDOSKGM3BHBHBIJIZAKLBRM3KGKGKGM3M3M3SEMEN WARNAKERAMIK 40X40CATPASIRLAMPU KOLAMPOMPABATU BATASEMENALCOPANKORALBESIPAKUKAWATBALOK 5/10BALOK 5/7PAPANPanitia Peneliti Kontrakm3m3bijizakkgm3m3m3m3kgkgkgltrbtgdosdosdosm2TANAHPASIRBATASEMENsemen warnaKORALKAYU 6/12KAYU 5/7PAPANBESIPAKUKAWATMINYAKPIPA PVC 3"KERAMIK 60X60KERAMIK 30X30keramik 40x40coral sikatNo.NamaJabatanTanda Tangan











RAB BANGKU TAMAN



NO.U R A I A NANALISA VOLUME KONTRAKSATVOLUME ADD KONTRAK 01HARGA SATUAN (Rp.)JUMLAH HARGA KONTRAK AWAL (Rp.)JUMLAH HARGA ADD KONTRAK 01 (Rp.)SEMEN WARNATAMANCATPASIRLAMPU KOLAMPOMPABATU BATASEMENALCOPANKORALBESIPAKUKAWATBALOK 5/10BALOK 5/7PAPANKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLKOEFVOLabcdefgh = d x gi = f x gFPEKERJAAN BANGKU TAMAN I. PEKERJAAN DINDING DAN PAS. BATU1 Pas. Dinding Batu Bata T= 1/2 bata, 1 Pc : 3 Ps Trasraam SNI-4.6.1077.28M20.00106,299.508,214,825.360.00.04070014.3702 Plesteran 1 Pc : 5 Ps, Dinding batu bata tebal 15 mm SNI-5.6.5154.56M20.0037,358.405,774,114.300.00.02605.184013,988,939.660.0II. PASANGAN BETON BERTULANG1 Pek. Plat Beton Bangku TamanSNI-7.6.42a9.41M30.004,174,200.0039,270,873.600.00.52032300.78010003.202.2500.3200.1200.066039,270,873.600.0III. PEKERJAAN PENGECATAN1 Cat Dinding Tembok SNI-14.6.14271.44M20.0041,468.0011,256,073.920.00.36011,256,073.920.0IV. PEKERJAAN TAMAN1 Pek.Taman Depan Font MarkLs60.37M247.93125,000.007,546,250.005,991,250.0047.932 Pek.Taman AnjunganLs523.25M2550.58125,000.0065,406,250.0068,822,500.00550.5872,952,500.0074,813,750.00JUMLAH REAL COST137,468,387.1874,813,750.00598.5100000000000000SELISIH(62,654,637.18)5990.00.00.00.00.00.00.00.00.00.00.0KGM2KGM3BHBHBIJIZAKM2M3KGKGKGM3M3M3Panitia Peneliti Kontrakm3m3bijizakkgm3m3m3m3kgkgkgltrbtgdosdosdosm2TANAHPASIRBATASEMENsemen warnaKORALKAYU 6/12KAYU 5/7PAPANBESIPAKUKAWATMINYAKPIPA PVC 3"KERAMIK 60X60KERAMIK 30X30keramik 40x40coral sikatNo.NamaJabatanTanda Tangan











RAB TULIP UMBRELLA




abcdefgh = d x gi = f x gGPEKERJAAN PAYUNG HIAS,LAMPU TAMANI. PAYUNG HIAS1 Payung Hias ( 6m x 6m ) + Instalasi---10.00Bh165,000,000.001,650,000,000.000.01Payung Hias (6mx6m) Spesifikasi Produk LainBH10.00103,950,000.001,039,500,000.002LED SET10.0010,000,000.00100,000,000.000.00.02,500,000.003Galian pondasi14.4051,250.00738,000.004Urugan Kembali4.8021,000.00100,800.005Urugan Pasir1.44152,500.00219,600.006Lantai kerja0.72776,350.00558,972.007Beton pondasiM36.724,174,200.0028,050,624.004.78

1,650,000,000.001,169,167,996.00II. INSTALASI DAYA, LAMPU TAMAN DAN LAMPU SOROT1 Lampu Taman Solar Cell---25.00Bh25.009,250,000.00231,250,000.00231,250,000.002 Lampu Sorot 500 watt + Kabel + Instalasi---8.00Bh8.007,500,000.0060,000,000.0060,000,000.003 Tiang Lampu Sorot Pipa Gip 5" Tinggi 9 m---2.00Bh2.007,500,000.0015,000,000.0015,000,000.004 Instalasi Daya 11.000 watt---1.00Ls1.0016,500,000.0016,500,000.0016,500,000.005 Box Fuse (40 x 60 x 20 ) + MCB PANEL---1.00Ls1.0010,000,000.0010,000,000.0010,000,000.00332,750,000.00332,750,000.00JUMLAH REAL COST1,982,750,000.001,501,917,996.00SELISIH(480,832,004.00)PASIRBT. GUNUNGSEMENKORALBALOK 6/12BALOK 5/7PAPANBESIPAKUKAWATBATU BATACATKERAMIK 30X30Keramik 20x25PIPA 3"PIPA 3/4"



Dibuat Oleh :Kontraktor PelaksanaPT. Karya Mandala Putera






V.LANTAI ANJUNGAN

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PEKERJAAN:PENATAAN KAWASAN ANJUNGAN PANTAI MANAKARRA LOKASI:MAMUJU KABUPATEN:MAMUJU PROPINSI:SULAWESI BARAT TAHUN :2015

NO.U R A I A NMC-0KONTRAKSAT

abcdAPEKERJAAN LANTAI ANJUNGANI. PEKERJAAN PERSIAPAN1 Pembersihan Lokasi11.00Ls2 Pembuatan Diresi Keet11.00Ls3 Pasangan Bowplank644644M14 Papan Proyek11.00Ls II. PEKERJAAN TANAH1 Galian Tanah64.7653.23M3UTK KUKU BETON TANGGUL= 399,78 * (0,3+0,78)*0,5*0,364.76

2 Galian Tanah Drainase441.40354.45M3= (399,78 + 121,76 + 103,46+94,12)*0,65*0,7327.20= (50,38+52,41+62,35+65,22)*0,65*0,7104.81= (4,95+5,02+5,2+5,46)*0,65*0,79.39

3 Urugan Kembali168.7217.74M3= (1/3)* (64,76+441,4)168.72

4 Urugan Tanah Timbunan Biasa1,931.051,170.15M3= 2395 * 0,92,155.50= 273 * 0,127.30= 14,96 * 1,0515.71kurangi= 3,6 * 0,9 * (21,57+19,53+20,55)(199.75)= 150,47 * 0,45(67.71)

5 Urugan Pasir Bawah Lantai1,750.611,103.63M3LUAS AREA 17506,1 X TEBAL 10 CM1,750.61

III. PEKERJAAN DINDING DAN PAS. BATU1 Pas. Batu Bata T= 1/2 bata, 1 Pc : 3 Ps Trasraam Drainase1,612.571,575.34M21.7926.670.85= 399,78 + 121,76 + 98,09+86,8706.43= 38,05+38,81+63,78+60,12200.76926.67= 5,28+4,95+5,63+5,02+5,20+4,93+5,46+4,9141.38= 948,57 * 1,7 = 1612,57 M2948.572 Pas. Plesteran Trasram 1:3 Tebal 15 mm1,328.001,339.04M2= 948,57 *1,41,328.00

IV. PASANGAN BETON BERTULANG1 Pek. Talud Beton423.48423.48423.46M3= 1,02 * (420,65+409,7)*0,5423.480410.0985483525

TULANGAN28,874.028,874.0KG415.175D-12= (0,8+2,4+0,95) * 415,18/0,15 * 0,887 KG/M'10,203.968.2KG/M368,2 KG/M3= (0,05+2,38+0,28+0,05) * 415,8/0,15 * 0,887 KG/M'6,786.2= 415,8 * (2,4/0,15) * 2 * 0,887 KG/M' 11,802.134.65= (0,05+0,32) * (399,78/5) * 3 * 0,887 KG/M'81.9

BEKISTING873.2873.2M2= (0,87+0,15) * 415,8424.1162.1M2/M3= 1,08 * 415,8449.064

2 Pek. Beton Penutup Drainase 37.9437.9429.96M3= PJG SALURAN 948,57 * 0,5 * 0,0837.94

TULANGAN3,700.693,700.69KGD-10= 3 POT * 948,57 * 0,616 KG/M'1,752.9698KG/M398 KGM3= (0,05+0,4+0,05) * (948,57/0,15) * 0,616 KG/M'1,947.73

BEKISTING379.43379M2= 0,4 * 948,57379.4310M2/M3

2.4642.4644.93V. PEKERJAAN PIPA SALURAN0.041 Pek. Pipa Saluran PVC 3"160.00209.80M"123.20= 10 BH * 2,5AREAL PAYUNG TULIP25.00= 30 BH * 3AREAL TANGGUL/JOGING90.00= 17,5 * 2 AREAL SANDEQ35.00= 5 * 2FONT WORK10.00

VI. PEKERJAAN LANTAI1 Pas. Lantai Keramik 60 x 60 Granito Kasar Stage2576.882,814.80M2= LUAS AREA 2925,08 2925.08= 0,2 * 4 * 11491.2= 0,1 * 1 * 12312.3KURANGI= LUAS AREA KOLAM SANDEQ 208,59-208.59= LUAS AREA FONT WORK 243,11-243.11

2 Pas. Lantai Keramik 30 x 30 Anti Slip Tangga Pelataran810.9432.00M2T8= LUAS AREA 545,70545.7= 0,2 * 6 * 221265.2

3 Pek.Lantai Kerja Beton1,255.051,199.38M2LUAS AREA 17506,1 X TEBAL 0,08 CM1,400.49KRANGI JOGING 1092,5 X TEBAL 0,08(87.40)KURANGI TAMAN 1 =307,63 * 0,08(24.61)KURANGI TAMAN 2 = 242,95 * 0,08(19.44)KURANGI TANGGA STAGE = 1,2*121,76 *0,08(11.69)KURANGI TANGGA PER = 0,8*36*0,08(2.30)KURANGI POT TAMAN 2,3*2,3*0,08 * 18PELAKSANAAN 7,5 CM ..PROMO4 Pek. Lantai Anjungan Keramik 40 x 40 Anti slip 8317.569,311.38M2993.82T.2= GRANADA BROWN 1949,041949.04T219491949T.6= ALTECO CHOCO 1670,4 BIS TENGAH1670.4T61670.4= ALTECO CHOCO 100,86 BIS TENGAH100.86100.86= ALTECO CHOCO 104,13 BIS TENGAH104.13104.13T.9= TAVERNO TERRACOTA 113,36 MOTIF TGH113.36946.56= TAVERNO TERRACOTA 4284,55 MOTIF TGH4284.55537.833,360= 2,3 * 2,3 * 1895.22T9113.364284.554397.915 Pek.Beton Lantai Jogging Track 109.25109.26M3LUAS AREA 1092,5 * 0,1109.25T3568.26568.26

T4757.68757.686 Pas. Lantai Keramik 40 x 40 Anti Slip (Motif Pola Lantai)1484.391,320.00M2T.6= ALTECA CHOCO 946,56 MOTIF TENGAH946.56T5378.84378.84T.6= ALTECO CHOCO 537,83 BIS537.83T8500.76545.71,046.46

7 Pas. Lantai Keramik 30 x 30 Anti Slip (Motif Pola Lantai)2,205.542,595.91M212457.93T.3= ALASKA GREEN 600-(5,29*6)568.26KORAL3901.7503043T.4= ALASKA BEIGE 800-(5,29*8)757.68T.5= ALASKA TERRACOTA 400-(5,29*4)378.84T.8=ATTILA TERRACOTA 500,76500.7616,360

8 Pas. Koral Lantai3901.75030433,947.66M2= AREAL ANJUNGAN 3144,933144.93=AREAL JOGING 1092,5756.8203043RAB16,474.0915,395.271,078.82

9Perbaikan pondasi tanggul22.9722.97M3

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V.SCULPTURE PERSAHABATAN

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NO.U R A I A NMC-0KONTRAK

abcdBPEKERJAAN SCULPTURE PERSAHABATANI. PEKERJAAN PERSIAPAN1 Pembersihan Lokasi0.00.0Ls2 Pengukuran Awal dan Pasangan Bowplank0.00.0M13 Papan Proyek0.00.0Ls II. PEKERJAAN TANAH 1 Galian Tanah26.8112.25M3= (0,3) *31,42 * 0,21.89= (0,3) * 33,93* 0,22.04= (0,3) * 36,44 *0,22.19= 2 * 1,5 * 1,15 * 620.70

2 Urugan Kembali8.944.08M3= (1/3) * 29,518.94

3 Urugan Tanah Timbunan Biasa47.124112.01M3= 78,54 * 0,647.124

4 Urugan Pasir Bawah Pondasi2.342.45M3= 2 * 1,5 * 1,3 * 0,1 * 62.34

5 Urugan Pasir Bawah Lantai05.28M3SDH TERHITUNG DI LUASAN ANJUNGAN0

III. PEKERJAAN PONDASI1 Pas. Batu Kosong Bawah Pondasi4.90M3= 2 * 1,5 * 0,2 * 63.6

2 Pas. Pondasi Batu Kali / Bt.Gunung21.85M3= 2 * 0,5 * 1,5 * 69= 1,5 * 1,4 * 1 * 612.6

3 Pek.Pondasi Poerplat13.8613.860.0M3= 1,5 * 2 * 0,5 * 69.00= 0,5 * 1 * 1,3 * 63.90= 1,2 * 0,8 * 0,5 * 20.96tiang gong

4 Pek.Tiang dan Rink Balk Stand Gong Perdamaian2.032.030.0M3= 0,4 * 0,4 * 5,4 * 21.728= (4,6-0,4-0,4) * 0,4 * 0,20.304

TULANGAN1,603.071,603.07KGD-16= (0,05+1,4+0,05)* 2/0,2 * 1,577 KG/M' * 6 BH189.24115.66KG/M3= (0,05+0,4+1,4+0,4+0,05) * 2/0,2 * 1,577 KG/M' * 6 BH290.1681.57696= (0,05+1,9+0,05) * 1,5/0,2 * 1,577 KG/M' * 6 BH189.24= (0,05+0,4+1,9+0,4+0,05) * 1,5/0,2 * 1,577 KG/M' * 6 BH264.936= (0,2+1,7+0,05) * 1/0,2 * 2 * 1,577 KG/M' * 6 BH184.509= (0,2+1,7+0,05) * 0,5/0,2 * 2 * 1,577 KG/M' * 6 BH92.2545= (0,05+ 0,9+0,05)* 1,3/0,2 * 1,577 KG/M' * 6 BH34.593= (0,05+0,4+0,9+0,4+0,05) * 1,3/0,2 * 1,577 KG/M' * 6 BH62.2674D-16= (0,05+1,1+0,05) * (0,8/0,2) * 1,577 kg/m' * 2 bh15.1392= (0,05+0,4+1,1+0,4+0,05) * (0,8/0,2) * 1,577 kg/m' * 2 bh25.232= (0,05+0,7+0,05)* (1,2/0,2) * 1,577 kg/m' * 2 bh15.1392= (0,05+0,4+0,7+0,4+0,05) * (1,2/0,2) * 1,577 kg/m' * 2 bh30.2784D-16= 8 pot * (0,2+5,3) * 1,577 kg/m' * 2 bh138.776= 6 pot * (0,2+4,5+0,2) * 1,577 kg/m'46.3638D-10= (0,05+0,15+0,35+0,15+0,35+0,05) * (4,6/0,125) * 0,61624.93568

BEKISTING66.2866.28M2= (2+1,5+2+1,5) * 0,5 * 6214.78M2/M3= (1+0,5+1+0,5) * 1,3 * 623.4= (0,4+0,4+0,4+0,4) * 5,4 * 217.28= (0,4+0,2+0,4) * 4,6 4.6

4 Pek.Lantai Kerja Pondasi Poer1.1041.1040.0M3= 1,6 * 2,1 * 0,05 * 6 BH1.008= 1,2 * 0,8 * 0,05 * 2 bh0.096

IV. PEKERJAAN DINDING DAN PAS. BATU1 Pas. Pondasi Batu Bata T= 1 bata, 1 Pc : 3 Ps Trasraam80.428105.20M2= (0,75+0,3) *31,4232.991= (0,40+0,3) * 33,9323.751= (0,35+0,3) * 36,4423.686

V. PEKERJAAN LANTAI1 Pas. Lantai Granito 60x60 78.527.15M2= 0,25 * 3,14 * 10 * 1078.50

2 Pas. Lantai Granito Tangga 40x4061.3478.53M2= (0,25 * 3,14 * 11,6 * 11,6)- 78,527.13= 0,2 * 31,426.284= 0,2 * 33,936.786= 0,2 * 105,6821.136

VI PEKERJAAN SCULPTURE DAN PRASASTI1 Pembuatan Sculpture persahabatan Plat Alcupan90.40289.58M2= (0,4+1,82+1,65+3,56)*0,5 * 622.29= (1,42+1,42+3,67)*0,5 * 619.53= 1,82 * 0,4 * 2 * 68.736= 1,42 * 0,4 * 2 * 66.816= 1,5*3,67*0,5 * 2 * 633.03

2 Pembuatan Pilar Prasasti0.200.20M3= (1+0,7)*0,5*0,4*0,60.20

3 Pembuatan Plakat Prasasti 11.00Ls= 0,5 * 0,6

VII. PEKERJAAN LAMPU SOROT1 Lampu Sorot SpotLight + Instalasi66.00Bh

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V.RAB PAGAR

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abcdCPEKERJAAN PAGAR KELILINGI. PEKERJAAN PERSIAPAN1 Pembersihan Lokasi00.0Ls1 Pasangan Bowplank418418M12 Papan Proyek00.0Ls II. PEKERJAAN TANAH1 Galian Tanah00.0M32 Urugan Kembali00.0M33 Urugan Tanah Pilihan00.0M31,700,000,000.003 Urugan Pasir Bawah Pondasi00.0M34 Urugan Pasir Bawah Lantai00.0M3 III. PEKERJAAN PONDASI1 Pas. Batu Kosong Bawah Pondasi00.0M32 Pas. Pondasi Batu Kali / Bt.Gunung00.0M33 Pek.Pondasi Poerplat00.0M33 Pek.Lantai Kerja Pondasi Poer00.0M3

IV. PEKERJAAN DINDING DAN PAS. BATU1 Pas. Dinding Batu Bata T= 1/2 bata, 1 Pc : 3 Ps Trasraam 222.8883.60M2= (412,67 -(206 TITIK KOLOM *0,2)) * 0,6222.88

2 Pas. Dinding Batu Bata T= 1/2 bata, 1 Pc : 6 0.0167.2M2TDK ADA

3 Plesteran 1 Pc : 2 Ps Trasraam, tebal 15 mm 780.93167.20M2= PAS BATA * 2445.76= (412,67-(206 TITI KOLOM*0,2) * 0,1555.7205= TIANG KOLOM= AREA 0,5 * 2 * 207 TITIK207.00= (1,1+0,3+0,67+0,58)*0,2*207 TITIK109.71KURANGI PERTEMUNAN PASANGAN BT= 207 TITIK * 2 * 0,15 * 0,6-37.26

4 Plesteran 1 Pc : 5 Ps, Dinding batu bata tebal 15 mm 0334.40M2TDK ADA

V. PASANGAN BETON BERTULANG1 Pek. Kolom beton bertulang 20.7020.7020.58M3= 207 TITIK * AREA 0,5 * TEBAL 0,220.70

TULANGAN2,078.682,078.68kgD-12= 4 POT * (0,1+1,3) * 207 * 0,887 KG/M'1,028.21100.42kg/m3D-8= (0,05+0,15+0,25+0,15+0,25+0,05)* 207 * 0,394 KG/M' * 2146.8044= (0,05+0,15+0,3+0,15+0,3+0,05) * 207 * 0,394 KG/M' * 2163.116= (0,05+0,15+0,4+0,15+0,4+0,05) * 207 * 0,394 KG/M' * 2195.7392= (0,05+0,15+0,5+0,15+0,5+0,05) * 207 * 0,394 KG/M' * 2228.3624= (0,05+0,15+0,05) * 4 * 207 * 0,394 kg/m'81.558= (0,05+0,67+0,67+0,05) * 2* 207 titik * 0,394 kg/m'234.88704

BEKISTING207207.00M2= 0,5 * 2 * 207 TITIK20710.00M2/M3

VI. PEKERJAAN PENGECATAN1 Cat Dinding Tembok 780.93710.60M2LUASAN PLESTERAN780.93

VII. PEKERJAAN BESI / STAINLES1 Railing Pagar Aluminium Dia. 2"165.068167.20M2PAKAI STEINLESS 2 "= 412,67 * 0,4165.068

VIII. PEKERJAAN HALAMAN 1 Pek. Beton Rabat00.00M3

IX. PEKERJAAN LAIN - LAIN1 Pembersihan Akhir00.0Ls1,700,000,000.00170,000,000.001,530,000,000.00ERROR:#REF!

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V.RAB FONT MARK

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abcdDPEKERJAAN FONT MARKI. PEKERJAAN PERSIAPAN1Pasangan Bowplank104104M1 II. PEKERJAAN TANAH 1 Galian Tanah184.12259.85M3zzzz= 3,8 * 0,3 * (21,57+19,53+20,53)70.2661.63= 0,6 * 0,3 * 10518.90= 2,1*0,3* 11572.45= 0,7*0,3 *13,65 * 25.73= 0,7 * 0,3 * 16,123.39= 0,7 * 0,3 * 9,55 * 24.01= 0,7 * 0,3 * 44,679.38

2 Urugan Kembali61.3786.62M3= 1/3 * 184,1261.37 III. PEKERJAAN PONDASI1 Pas. Pondasi Batu Kali / Bt.Gunung503.21519.71M3632.71Pondasi Font Work129.50= 1,9*0,5*(21,57+19,53+20,55)58.5750.00= 1,50*1,30*(21,57+19,53+20,55)120.22KURANGI BETON = - 65.9025(65.90)Pondasi tangga= 115 * 0,3 * 1,3546.58= 115 * 0,55 * 1,1572.74= 115 * 0,55 * 0,9560.09= 115 * 0,55 * 0,7547.44= 121 * 0,3 * 0,5519.97= 105 * (0,3+0,6)*0,5*0,8563.79= 105 * 0,6* 0,531.50= (0,3+0,7)*0,5*0,9*13,65*212.29= (0,3+0,7)*0,5*0,9*16,127.2550.0025= (0,3+0,7)*0,5*0,9*9,55*28.60= (0,3+0,7)*0,5*0,9*44,6720.100.00.0

2 Pek.Pondasi Poerplat65.902565.90M326.361(241,886,541.60)26.36= 61 * 0,5 * 1,9 * 00P= 2,5 * 0,9 * 1,12.4750.99A= 2,5 * 0,9 * 1,16 * 2 * 6 HURUF31.3212.528T= 2,5 * 0,9 * 1,12.4750.99I= 2,5 * 0,9 * 1,12.4750.99M= 2,5 * 0,9 * 0,91 * 36.14252.457N= 2,5 * 0,9 * 1,05 * 2 * 2 HURUF4.7251.89K= 2,5 * 0,9 * 1,12.4750.99= 2,5 * 0,9 * 1,383.1051.242R= 2,5 * 0,9 * 1,12 * 2 HURUF5.042.016= 2,5 * 0,9 * 1,26 * 2 HURUF5.672.268

TULANGAN6,279.256,279.25KGD-16= (0,05+63+0,05) * 1,9/0,15 * 1,577 KG/M' *00.095.28KG/M3= (0,05+0,4+63+0,4+0,05) * 1,9/0,15 * 1,577 KG/M' *00.0= (0,05+1,8+0,05) * (63/0,15) * 1,577 KG/M' *00.0= (0,05+0,4+1,8+0,05) * (63/0,15) *1,577 KG/M' *00.0P= (0,2+1,9) * (0,9/0,2) * 2,5 * 1,577 KG/M'49.68= (0,2+1,9) * (1,1/0,2) * 2,5 * 1,577 KG/M'60.71A= (0,2+1,9) * (0,9/0,2) * 2,5 * 2 * 6 * 1,577 KG/M'596.11= (0,2+1,9) * (1,16/0,2) * 2,5 *2 * 6 * 1,577 KG/M'768.31T= (0,2+1,9) * (0,9/0,2) * 2,5 * 1,577 KG/M'49.68= (0,2+1,9) * (1,1/0,2) * 2,5 * 1,577 KG/M'60.71I= (0,2+1,9) * (0,9/0,2) * 2,5 * 1,577 KG/M'49.68= (0,2+1,9) * (1,1/0,2) * 2,5 * 1,577 KG/M'60.71M= (0,2+1,9) * (0,9/0,2) * 2,5 * 3 * 1,577 KG/M'149.03= (0,2+1,9) * (0,9/0,2) * 2,5 * 3* 1,577 KG/M'149.03N= (0,2+1,9) * (0,9/0,2) * 2,5 * 2 * 2 * 1,577 KG/M'198.70= (0,2+1,9) * (1,05/0,2) * 2,5 * 2 * 2 *1,577 KG/M'231.82K= (0,2+1,9) * (0,9/0,2) * 2,5 * 1,577 KG/M'49.68= (0,2+1,9) * (1,1/0,2) * 2,5 *1,577 KG/M'60.71= (0,2+1,9) * (0,9/0,2) * 2,5 * 1,577 KG/M'49.68= (0,2+1,9) * (1,38/0,2) * 2,5 *1,577 KG/M'76.17R= (0,2+1,9) * (0,9/0,2) * 2,5 * 2* 1,577 KG/M'99.35= (0,2+1,9) * (1,12/0,2) * 2,5 * 2 *1,577 KG/M'123.64= (0,2+1,9) * (0,9/0,2) * 2,5 * 2* 1,577 KG/M'99.35= (0,2+1,9) * (1,26/0,2) * 2,5 * 2 *1,577 KG/M'139.09P= 2,5/0,2 * (0,05+0,9+ 1,1+0,9+0,05) * 0,61678.85= 2,5/0,2 * (0,05+ 1,1+0,05) * 0,61631.54A= 2,5/0,2 * (0,05+0,9+1,16+0,9+0,05) * 2 * 6 HURUF * 0,616965.12= 2,5/0,2 * (0,05+1,16+0,05) * 2 * 6 HURUF * 0,616397.40T= 2,5/0,2 * (0,05+0,9 +1,1+0,9+0,05) * 0,61678.85= 2,5/0,2 * (0,05 +1,1+0,05) * 0,61631.54I= 2,5/0,2 * (0,05+0,9 +1,1+0,9+0,05) * 0,61678.85= 2,5/0,2 * (0,05 +1,1+0,05) * 0,61631.54M= 2,5/0,2 * (0,05+0,9+0,91+0,9+0,05) * 3 * 0,616221.57= 2,5/0,2 * (0,5+0,91+0,05) * 3 * 0,616115.12N= 2,5/0,2 * (0,05+0,9+1,05+0,9+0,05) * 2 * 2 HURUF * 0,616310.14= 2,5/0,2 * (0,05+1,05+0,05) * 2 * 2 HURUF * 0,616120.90K= 2,5/0,2 * (0,05+0,9+1,1+0,9+0,05) * 0,61678.85= 2,5/0,2 * (0,05+1,1+0,05) * 0,61631.54= 2,5/0,2 * (0,05+0,9 +1,38+0,9+0,05) * 0,61686.21= 2,5/0,2 * (0,05 +1,38+0,05) * 0,61638.90R= 2,5/0,2 * (0,05+0,9+1,12+0,9+0,05) * 2 HURUF * 0,616158.75= 2,5/0,2 * (0,05+1,12+0,05) * 2 HURUF * 0,61664.13= 2,5/0,2 * (0,05+0,9+1,26+0,9+0,05) * 2 HURUF * 0,616166.11= 2,5/0,2 * (0,05+1,26+0,05) * 2 HURUF * 0,61671.49

BEKISTING282.95282.95M2= (63+63+1,9+1,9) * 0,5 *00.04.29KG/M3P= 2,5 * (0,9+ 1,1+0,9+1,1)10.00A= 2,5 * (0,9+1,16+0,9+1,16) * 2 * 6 HURUF123.6T= 2,5 * (0,9 +1,1+0,9+1,1)10.00I= 2,5 * (0,9 +1,1+0,9+1,1)10.00M= 2,5 * (0,9+0,91+0,9+0,91) * 327.15N= 2,5 * (0,9+1,05+0,9+1,05) * 2 * 2 HURUF39K= 2,5 * (0,9+1,1+0,9+1,1)10.00= 2,5 * (0,9 +1,38+0,9+1,38)11.4R= 2,5 * (0,9+1,12+0,9+1,12) * 2 HURUF20.2= 2,5 * (0,9+1,26+0,9+1,26) * 2 HURUF21.6

3 Pek.Lantai Kerja Pondasi Poer= 61 * 1,9 * 0,055.7952.64

IV. PEKERJAAN BESI / STAINLES1 Pek.Rangka Huruf dan Pas.Plat Alcupan485.34461.63M221,667,500.00P= 3,6*1,11*27.992= 0,73*0,85*2 bidang*2 sisi2.482= pipa medim 3" A... 2 btg720000720,000=1,08*1,81*2 sisi3.9096= hollo4 4x4 .... 3,6 * 828.8= (3,6+3,05+1,81+1,93+1,33)*0,910.548= 0,9 * 7*212.6= (0,85+0,85+0,8) * 0,92.25= 1,1 * 7 * 215.456.89.46666666672,350,000= 0,9 * 1,151.03528.223,070,000A= (1,21+3,92)*0,5 * 3,6 * 2 sisi* 6 huruf110.808= - (1,26+1,62)*0,5*0,59 * 2 sisi* 6 huruf-10.1952= -(0,79*1,26*0,5) * 2 sisi* 6 huruf-5.9724= 0,9 * (3,84+1,21+3,84+0,62+0,62+1,26+0,79+1,35+1,25) *6 huruf79.812= 0,9*1,14 * 2 bidang *6 huruf12.312186.76

N= 3,44 * 3,60 * 2 sisi*2 huruf49.536= -(1,35*1,98*0,5)*2 bidang*2 sisi *2 huruf-10.692= 0,9*(3,6+1,04+2,41+1,98) * 2 huruf16.218= 0,9*(1,98+2,41+3,6+1,05) *2 huruf16.236= 0,9*(1,04+1,05) *2 huruf3.76275.06

T= ((1,11*2,71) + (3,38*0,89)) * 2 sisi12.0326= 0,9*(2,71+1,13+0,89+3,38)7.299= 0,9*(2,71+1,13+0,89)4.257= 0,9*1,10.9924.5786

I= 3,6*1,11*2 sisi7.992= 3,6*0,9*2 sisi6.48= 1,11*0,9*2 sisi1.99816.471,350,000.0022,234,500.00struktur= 0,8*0,2*3,6 * 21.152m3519000597,888M= 4,05 * 3,60 * 2 sisi29.16= -(0,7*2,74*0,5)*2 bidang*2 sisi(3.84)= -(1,12*2,19*0,5)*2 sisi(2.45)= 0,9*(3,6+1,46+2,26+2,26+1,46+3,6)13.18= 0,9*(2,74+2,83+2,83+2,74)10.03=0,9*(0,91+0,82+0,91)2.3848.45

K= 3,81*3,6 * 2 sisi27.43= -(1,17*1,36*0,5) * 2 sisi(1.59)= -(0,83*0,6*0,5)*2 sisi(0.50)= -(0,88+1,33)*0,5*0,88*2 sisi(1.94)= -(3,6*1,31*0,5) * 2 sisi(4.72)= 0,9*(3,6+1,11+1,36+1,79+1,48)8.41= 0,9*(1,89+2,63+1,66+0,83+0,88)7.10= 0,9*(1,11+1,37)2.2336.42mall= (0,8+0,8+0,2+0,2)*3,6*214.4m21200001,728,000

R= 3,52 * 3,6 * 2 sisi * 2 huruf50.69= -(1,17*1,46*0,5)*2 sisi* 2 huruf(3.42)= -(0,73*1,01) * 2 sisi* 2 huruf(2.95)= -(1,16*3,6*0,5) * 2 sisi* 2 huruf(8.35)= 0,9*(3,6+3,23+1,2+1,97) * 2 huruf18.00= 0,9*(0,73+1,01+1,01) * 2 huruf4.95= 0,9*(1,46+1,97) * 2 huruf6.17= 0,9*(1,12+1,26) * 2 huruf4.2869.38besi= 8 pot * 4 * 1,207 kg/m' * 277.25V. PEKERJAAN PLESTERAN= (0,05+0,15+0,75+0,15+0,75+0,05) * 3,6/0,2 * 0,393 kg/m' * 226.881 Plesteran Pondasi 1 Pc : 2 Ps Trasraam, tebal 15 mm 372.08734.76M2104.13kg110001,145,421= (1,3+1,5+1,3)*(21,57+19,53+20,53)252.68= 1,10 * 105115.50= 1,5 * 1,3 * 23.90

2 Plesteran Dinding Kolam 1 Pc : 2 Ps Trasraam, tebal 15 mm 313.58394.11M23,471,309= 1,1 * (20,12+18,66+21,13) * 2131.80= 0,99 * (20,12+18,66+21,13) * 2118.62= 0,9 * (20,12+18,66+21,13)53.92= 2,1*1,1 * 2 * 29.24

k-225= 6 zak * 465002790003,013,289/m3VI. PEKERJAAN KOLAM AIR MANCUR= 0,6 * 200000120000224,375/m21 Pek. Dinding Kolam Beton K22525.7232.41M3= 0,4 * 10000040,000.00= (20,12+18,66+21,13) * 1,10 * 0,213.18= (20,12+18,66+21,13) * 0,99 * 0,211.8659.91M'= 1,3 * 1,3 * 0,2 * 20.676

TULANGAN2,398.132,398.13KGD-12= 59,91 * (1,10/0,15) * 2 * 0,887 KG/M'1,169.0893.25KG/M3= 1,1 * (59,91/0,15) * 2 * 0,887 KG/M'1,169.08= 1,3 * (1,3/0,15) * 2 * 0,887 KG/M'29.98= 1,3 * (1,3/0,15) * 2 * 0,887 KG/M'29.98

BEKISTING318.29318.29M259,91 * 1,3 * 4311.53212.38M2/M3= 1,3 * 1,3 * 46.76

2 Pek. Lantai Kolam Beton K22515.5813.16M3439,000= (20,12+18,66+21,13) * 1,3 * 0,215.58

TULANGAN1,3821,381.64KGD-12= 59,91 * (1,3/0,1) * 0,887 KG/M'69188.70KG/M3= 1,3 * (59,91/0,1) * 0,887KG/M'691

BEKISTING

VII. PEKERJAAN PENGECATANERROR:#REF!1 Pek. Cat Dinding Kolam181.71394.11M2= (1,1+0,9+1)* (20,12+18,66+21,13)179.73= 0,9 * 1,1 * 21.98struktur3,471,309VIII. PEKERJAAN PERLENGKAPAN KOLAMaluminium composit1 Pek.Pompa Air Mancur + Kelengkapan + Instalasi11.00Ls2 Lampu Sorot SpotLight + Instalasi3030.00Bh

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V.RAB SCULPTURE DAN KOLAM

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abcdEPEKERJAAN SCULPTURE SANDEQ DAN KOLAMI. PEKERJAAN PERSIAPAN1 Pembersihan Lokasi00.0Ls2 Pengukuran Awal dan Pasangan Bowplank00.0M12 Papan Proyek00.0Ls II. PEKERJAAN TANAH 1 Galian Tanah075.24M3MASUK D LANTAI02 Urugan Kembali025.08M3MASUK DI LANTAI03 Urugan Tanah Timbunan Biasa05.81M3MASUK DI LANTAI04 Urugan Pasir Bawah Lantai02.91M3MASUK DI LANTAI III. PEKERJAAN DINDING DAN PAS. BATU1 Pas. Pondasi Batu Bata T= 1 bata, 1 Pc : 3 Ps Trasraam032.93M2TDK ADA02 Plesteran 1 Pc : 2 Ps Trasraam, tebal 15 mm 0262.94M2TDK ADA0

IV. PASANGAN BETON BERTULANG1 Pek. Sloof beton bertulang 20/306.39484.60M3= 0,2 * 0,3 * 16,120.9672= 0,2 *0,3 * 13,65 * 21.638= 0,2 *0,3*9,43*21.1316= 0,2 * 0,3 * 44,32.658

2 Pek. Dinding Kolam Beton Bertulang22.2363.51M3= 44,3 * 0,3 * 1,4 DINDING LUAR18.61= 15,1 * 0,2 * 1,2 DINDING DALAM3.62

3 Pek. Pilar beton Sculpture Sandeq015.07M3TDK ADA

4 Pek. Plat Beton Dudukan Sandeq4.943.62M3= AREA 24,71 * 0,2 .... PELAT DUDUKAN4.94

5 Pek. Plat Lantai Kolam45.140.0M3= AREA 150,47 * 0,3 .... PELAT LANTAI45.14

V. PEKERJAAN LANTAI1 Pas. Lantai Keramik 40x40 Kasar 68.56258.12M2T.9= AREA 208,59-150,4758.12= 0,2 * 52,21OPTREDE10.442

VI. PEKERJAAN PENGECATAN1 Cat Kolam250.2262.94M2= 44,3 * 1,462.02= 44,3 * 144.3= 15,1 * 1,218.12= AREA 150,47-24,71125.76

VII. PEKERJAAN SCULPTURE1 Pembuatan Sculpture Perahu Sandeq11.00Ls

VIII. PEKERJAAN LAMPU KOLAM1 Lampu Kolam Inbow88.00Bh

IX. PEKERJAAN AIR MANCUR1 Pek.Pompa Air Mancur + Kelengkapan + Instalasi11.00Ls

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V.RAB BANGKU TAMAN

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abcdFPEKERJAAN BANGKU TAMAN I. PEKERJAAN DINDING DAN PAS. BATU1 Pas. Dinding Batu Bata T= 1/2 bata, 1 Pc : 3 Ps Trasraam 77.28M2PAS. DINDING BANGKU= 1,1 * 0,4 * 2 * 4 * 18 63.36PAS. DINDING TAMAN= 2,3 * 1,2 * 2 * 1899.36= 2 * 1,2 * 2 * 1886.4

2 Plesteran 1 Pc : 5 Ps, Dinding batu bata tebal 15 mm 154.56M2= (0,6+0,6+0,15+0,15)*0,4*2*4*1886.40= (2,3*4)*0,85 * 18140.76= (2*4)*0,7*18100.8

II. PASANGAN BETON BERTULANG1 Pek. Plat Beton Bangku Taman9.41M3= 2,3 * 0,1 * 0,6 * 4 * 189.94

III. PEKERJAAN PENGECATAN1 Cat Dinding Tembok 271.44M2= LUASAN DINDING BANGKU86.40= LUAS DINDING LUAR TAMAN 140.76

IV. PEKERJAAN TAMAN1 Pek.Taman Depan Font Mark47.92860.37M2= (20,12+18,66+21,13) * 0,847.928

2 Pek.Taman Anjungan550.58523.25M2area 307,63307.63area 242,95242.95

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V.RAB TULIP UMBRELLA

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abcdGPEKERJAAN PAYUNG HIAS,LAMPU TAMANI. PAYUNG HIAS1 Payung Hias ( 6m x 6m ) + Instalasi1010.00Bh2 LED10

3 Galian Pondasi= 1,2 * 1,2* 1 * 1014.4

4 Urugan kembali= 1/3 * 14.44.8

5 Urugan pasir= 1,2 * 1,2 * 0,1 * 101.44

6 lanati kerja= 1,2 * 1,2 * 0,05 * 100.72

7 pondasi beton6.72= (1,2*1,2*0,4) * 105.76= (0,4*0,4*0,6) * 100.96

II. INSTALASI DAYA, LAMPU TAMAN DAN LAMPU SOROT1 Lampu Taman Solar Cell2525.00BhJARAK LAMPU '= 417/25 = 16,68 M2 Lampu Sorot 500 watt + Kabel + Instalasi88.00Bh3 Tiang Lampu Sorot Pipa Gip 5" Tinggi 9 m22.00Bh4 Instalasi Daya 11.000 watt11.00Ls5 Box Fuse (40 x 60 x 20 ) + MCB PANEL11.00Ls

IIIPEKERJAAN KAMAR MANDI, WC DAN POS JAGA1Galian pondasi12.85m3.= 0,35 * (10+0,35) * 27.25= 0,35 * (2,5-0,35) * 32.26= 0,35 * (1,5-0,35) * 31.21= 0,35 * (7,5-(0,35*4)) * 12.14

2Timbunan kembali= (1/3) * 12,8454.28

3Pasangan pondasi batu gunung= (0,15+0,35)*0,5*0,35 * 10 * 21.75= (0,15+0,35)*0,5*0,35 * 2,5 * 30.66= (0,15+0,35)*0,5*0,35 * 1,5 * 30.39= (0,15+0,35)*0,5*0,35 * 7,5 * 10.66

4Pekerjaan sloef 15/201.19= 0,15*0,2 * 10 * 20.60= 0,15*0,2 * 2,5 * 30.23= 0,15*0,2 * 1,5 * 30.14= 0,15*0,2 * 7,5 * 10.23

5Pekerjaan pasangan dinding 1/2 bata 1:640.34m2tembok= 2,35 * 2,75 * 212.925= 2,35 * 2,5 * 529.375= 0,75 * 1,60 * 22.4= 0,75 * 2,51.875= 0,75 * 64.5bangku= 0,45 * 0,4 * 50.9kurangipintu = 0,75 * 2,05 * 3-4.6125kolom = 4 titik * 2,35*0,15 * 2-2.82kolom = 2 titik *2,35* 0,15 * 5-3.525kolom = 3 titik * 0,75* 0,15-0.3375kolom = 1 titik * 0,75 * 0,15 * 2-0.225kolom = 1 titik * 0,75 * 0,15 -0.1125

6Pekerjaan kolom 15/15 dan ring balok 15/151.20= 0,15 * 0,15 * 2,35 * 17 titik0.90= 0,15*0,15*0,8 * 2 titik0.04= 0,15*0,15 * 60.135= 0,15 * 0,15 * 2,50.05625= 0,15*0,15 * 1,6 * 20.072

7pekerjaan plesteran 1:6100.13m2tembok= 2,5 * 2,75 * 2 * 227.50= 2,5 * 2,5 * 5 * 262.50= 0,75 * 1,60 * 2 * 24.80= 0,75 * 2,5 * 23.75= 0,75 * 6 * 29.00bangku= 0,45 * 0,4 * 5 * 21.80kurangipintu = 0,75 * 2,05 * 3 * 2(9.23)

8Pekerjaan acian100.13m2

9Pekerjaan balok 15/20 dan Pelat atap beton 10 cm4.84m3= 0,15* 0,1 * 10 * 20.30= 0,15 * 0,1 * 2,5 * 60.23= 0,15 * 0,1 * 7,5 0.11= 11,5 * 3,65 * 0,14.20

10Cat waterprofing atap beton41.98m2= 11,5 * 3,6541.98

11Pleteran atap beton 1:241.98m2= 11,5 * 3,6541.98

12Pekerjaan keramik lantai 30x3025.00m2= 10 * 2,525

13Pekerjaan keramik dinding 20x2523.78m2= (1,35+1,85+1,35+1,85-0,75)*1,5*216.95= (1,35+1,35+1,85)*1,56.825

14Pekerjaan pengecetan dinding76.35m2tembok= 2,5 * 2,75 * 2 * 227.50= 2,5 * 2,5 * 5 * 262.50= 0,75 * 1,60 * 2 * 24.80= 0,75 * 2,5 * 23.75= 0,75 * 6 * 29.00bangku= 0,45 * 0,4 * 5 * 21.80kurangipintu = 0,75 * 2,05 * 3 * 2(9.23)keramik dinding= (1,35+1,85+1,35+1,85-0,75)*1,5*2-16.95= (1,35+1,35+1,85)*1,5-6.825

15Pekerjaan septictank dan peresapan1Galian = 1,08 * 2,08 * 1,804.04352= (1,7+1,05)*0,5*2*12.752Urugan pasir= 1,08 * 2,08 * 0,10.224643Lantai kerja= 10,8 * 2,08 * 0,12.24644Pasangan dinding 1/2 bata6.812= 1,09 * 0,78 * 21.7004= 1,09 * 2,08 * 24.5344= 0,78 * 0,74 * 10.57725Pekerjaan Plesteran dinding= 1,09 * 0,78 * 2 * 23.4008= 1,09 * 2,08 * 2 * 29.0688= 0,78 * 0,74 * 1 * 21.15446Pekerjaan betonRingbalok 15/15= 0,15*0,15 * 1,080.0243Pelat penutup= 1,08 * 2,08 * 0,10.224647Pipa 3"20m8Pipa 3/4"40m= 6+10+420= 4 + 10 + 6209Kerikil peresapan1.75m310Pasir Peresapan1m311Kran air 1/2 "5bh12Urinoir 2bh13Closet duduk 2 bh + accesories2bh

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