masjid benai

MASJID BENAI

KETERANGANKETERANGANKETERANGANKETERANGANKETERANGAN

RENCANA PEMBANGUNANRENCANA PEMBANGUNANRENCANA PEMBANGUNANRENCANA PEMBANGUNANRENCANA PEMBANGUNANMESJID KAMPUNG BENAIMESJID KAMPUNG BENAIMESJID KAMPUNG BENAIMESJID KAMPUNG BENAIMESJID KAMPUNG BENAI DENAH MASJID LAMADENAH LAMA DGN BARUDENAH BANGUNAN BARUDENAH LANTAI DUAATAP BETON & KUBAH No. LbrJum LbrSkalaNo. LbrJum. LbrSlalaNo. LbrJum. LbrSlakaNo. LbrJum. LbrSkalaNo. LbrJum. LbrSkala0102030405


RENCANA PENEMBANGANRENCANA PEMBANGUNANRENCANA PEMBANGUNANRENCANA PEMBANGUNANRENCANA PEMBANGUNANPEMBANGUNAN ASJID BENAIMESJID KAMPUNG BENAIMESJID KAMPUNG BENAIMESJID KAMPUNG BENAIMESJID KAMPUNG BENAI

TAMPAK DEPANGTAMPAK BELAKANGTAMPAK SEMPING KIRITAMPAK SAMPING KANANPOTONGAN MELINTANG

No. LbrJum. LbrSkalaNo. LbrJum. Lbr SkalaNo. LbrJum. LbrSkalaNo. LbrJum. LbrSkalaNo. LbrJum. LbrSkala0607080910

KETERANGANKETERANGANKETERANGANKETERANGAN

1. BANGUNAN INDUK 2 ( 13 X 13 )M 2. BANGUNAN INDUK + TERAS ( DUA LANTAI ) LUAS 2 (17,34 X 18,87 ) M = 654,42 M 3. TEMPAT BERUDUK DAN WC = 60 M

RENCANA PEMBANGUNANRENCANA PEMBANGUNANRENCANA PEMBANGUNANRENCANA PEMBANGUNANMESJID KAMPUNG BENAIMESJID KAMPUNG BENAIMESJID KAMPUNG BENAIMESJID KAMPUNG BENAI


KETERANGANKETERANGANKETERANGANKETERANGANKETERANGANKETERANGAN

RENCANARENCANAPEMBANGUNAN SPBUPEMBANGUNAN SPBU

LAYOUT SPBULAYOUT SPBU

C0.01

KETERANGANKETERANGANKETERANGANKETERANGANKETERANGANKETERANGANKETERANGAN


LOKASI LAHAN SPBUGENERAL LAYOUT SPBU

A0.01A0.02

KETERANGANKETERANGANKETERANGANKETERANGANKETERANGANKETERANGAN

`


GENERAL LAYOUT SPBULAYOUT SPBU

B0.02B0.01


PERENCANAttdIR. H. SYAFRIZALPERENCANAttdIR. H. SYAFRIZALPERENCANAttdIR. H. SYAFRIZALPERENCANAttdIR. H. SYAFRIZALPERENCANAttdIR. H. SYAFRIZALPERENCANAttdIR. H. SYAFRIZALPERENCANAttdIR. H. SYAFRIZALPERENCANAttdIR. H. SYAFRIZALPERENCANAttdIR. H. SYAFRIZALPERENCANAttdIR. H. SYAFRIZALPERENCANAttdIR. H. SYAFRIZALPERENCANAttdIR. H. SYAFRIZAL

3

GAMBAR KUDA-KUDA dan BIDANG MOMEN

MB=MDm = - w L ( 3 x 5 m )=817,695 = -5,293kg m16 N154N C =w L+mNB =10,125+-7,511 = 2,614kg m8HA=HE = - NB = 5,293 = 921kg mh5.75VA=VE = wL = 4500 = 2,250kg22

w = 250 kg / m'f = 241 Cmh = 475 CmAEBDCHAVAHEVEABCDE++__L = 1800 Cm

prkhitungan kon, bajaPERHITUNGAN STRUKTURAL KONSTRUKSI BAJA GUDANGPERHITUNGAN STRUKTURAL

DATA-DATA :DATA-DATA :

1.Struktur UtamaBaja Wide Flange dengan baut-baut dan Las1.2.Ukuran bangunan / Luas( 18 x 36 ) m = 648 m3.Tinggi kolam / tiang4,75 m dipertinggi menjadi 5,75 m4.Trave6 m5.Sudut kemiringan Atap15 ( 15 derajat )6.Atap bangunanSuperdeck7.PlafondEternit asbes 1 m x 2 m Ex Harflex8.LokasiPolonia Medan

KETENTUAN - KETENTUAN YANG DIPAKAI

MuatanPBI 70 dan data-data PabrikBaja BangunanPereturak konstruksi baja bangunanBeton trukturPBI 71 dengan mutu beton K. 175 dan mutu baja V. 24Tegangan tanah yang diizinkan t = 0,5 kg / Cm

WF : 250 . 125 . 6 . 9 PEMBEBANANG = 30 kg /m' ; F = 37,6 Cm Berat sendiri WF . 250. 125. 6. 9.=30kg/m'I = 4050 Cm ; I = 294 Cm Berat sendiri ATAP + GORDING=75kg/m'i = 10,40 Cm ; i = 2,79 CmBerat sendiri plafond=90kg/m'N = 324 Cm ; N = 47 Cm Berat sendiri air hujan=30kg/m'Jumlah=225kg/m'tocslag 10 %=25kg/m'W=250kg/m'

2

GAMBAR PORTAL KUDA-KUDA

K=iXh=4,050x575=0.395is6,320932=f=2.41==0.419h5.75m= 1 + =1+0.419=1.419B= 2 ( k + 1 ) m=2 ( 0,395 + 1 ) 1,419=4.209C= 1 + 2 m=1 + 2 x 1,419=3.838N= B + m C=4,209 + 1,419 x 3,838 =9.655

I = 6320 Cm I = 6320 Cm I = 6320 Cm h = 475 Cm f = 241 CmI = 6320 Cm L = 18 00 Cm AEBCDs = 932

4



MUATAN ANGINw=20 kg / Cmw=6 x 20 = 120 m

X=w f ( C + m )=3663.981804=47.436= 488 N77.24MB=+ X+w f h=48+1,663=879kg m22MC= -w f +m X= -696.972+68.112= -106.1= - 107kg m44MD=+ X-w f h=48-1662.9= -783.5= 784kg m22VA =VE= - w f h ( 1 + m )= -4022.5551= -111.74kg 2 L36HA= -X-w f= -48-289.2= -153kg h25.752HE=-X+w f= -48+289.2= -136kg h25.752

w = 120 kg / m'f = 241 Cmh = 475 CmAEBDCVAHEVEABBE__L = 1800 CmHAC+__CD

55



w=20 kg / Cmw=6 x 20 = 120 m

MD= -w hx2 ( b + c ) + k= -3,967.50x16.489= -847kg m8N89.655

MB=w h+MD=348+847=1,195kg m2MC= -w h+m MD=991.875+1,202= -210kg m4VA =VE= - w h= -3967.5= -110.208kg 2 L36HE= -MD= - 847= -147kg h5.75HA= -( w h - HE )= -543kg

w = 120 kg / m'f = 241 Cmh = 475 CmAEBDCVAHEVEABBE_+HAC__h/2EDwh/8

6


REKAPITULASI MOMEN YANG BERBAHAYAMOMENMAMBMCMDMEVAVEHAHEAKIBATkg mkg mkg mkg mkg mkg mkg mkg mkg mBeban --5293+ 2614(5,293)-22502250920920 VertikalAngin-+ 1137-211(847)--110110-543147KiriAngin-- 847-2111,137-110-110147-543KananAngin-+ 879-107(784)--111111-153136KiriAngin-- 784-107879-111-111136-153KananTOTAL- -2924+ 2614(6,924)-2471247112031203

AEBDC

7PERHITUNGAN KONTROLKontrol Batang A B ( titik B )

N = 529 300 kg Cm N = 692 400 kg m VA = + 20 % = 2700 kgVA = + 20 % = 2965 kg =N+VA=529,300+2,700=1,705kg/Cm = 1600 kg /Cm W F32437.6 =N+VA=692,400+2,965=2,216kg/Cm = 2100 kg /Cm W F32437.6Profil diperbesar menjadi WF 300. 150. 5. 5. 8.G=32 kg / m'F=40,80 CmI=6320 CmW=424 Cmi=12,4 Cmi=3,29 Cm =N+VA=529,300+2,700=1,315kg/Cm = 1600 kg /Cm ( Ok )W F42440.80 =N+VA=692,400+2,965=1,706kg/Cm = 2100 kg /Cm ( Ok )W F42440.80Sambungan Baut di titik BN = 529 300 kg Cm VA = VB = 2250 kg Pakai baut 19 mmI N=2,250=281 kg8N = 529300 x 38=7688.6085626911 kgII8 + 18 + 28 + 38

Tiap baut =7,688.61=3,844.3 kgIII2 =3844,3 x 4=1,356.6 kg /Cm 3,14 x 1,9

IV =281 x 4=99.2 kg /Cm 3,14 x 1,9

=V1356 + 3 x 99 =1,376kg/m = 1 600 kg/ Cm

N1N2N3N4

8M = 692 400 kg CmVA = 2471 kg

N=2,471=309 kg8

N. =692 400 x 38=26,311,200=10,058 kg26162616Tiap baut =10058=5,029 kg2 = 5029 x 4=20116=1,775 kg /Cm3,14 x 1,911.3354

=309 x 4=1,236=109 kg /Cm3,14 x 1,911.3354

=V1775 + 3 x 109 = = 1 600 kg/ Cm = 1 600 kg /CmKONTROL TEKUK KOLOMBerat Sendiri atap=2,471kg k=515 mi min = 3,29 CmOverstek 20 % VA=500kg =515=156.5 kg /CmBerat Kolom=184kg3.29Berat pembungkus kolom=1,071kg k=0.174x1,600=278.40kg/CmP=4,226kgP=278.4x40.80=11,359kg/CmP=11,359kg P =4,226kg/Cm ( Ok )Plat Alas KolomUkuran plat alas = ( 20 x 20 ) Cm, tebal = 12 mm =4226=7.04kg/Cm = 30 kg / Cm20 x 30 Strool 1 Cmq = 7,04 kg / CmN = 0,5 x 7,04 x 10 = 352 kg / Cm = 352 x 6=2112=1,467kg/Cm1 x 1,21.44 = 1 600 kg / Cm ( Ok ) aman

35 Cm20 Cm

9PERHITUNGAN PONDASIUkuran Alas pondasi / lebar tapak pondasi = ( 160 x 160 ) Cm

Pembebanan :Beras sendiri Kolom + Pembugkus =1,255kgBeras sendiri Atap + Overstex=2,971kgBeras sendiri Plat + Pondasi=1,383kgBeras sendiri + blok Pondasi=577kgP=6,186kgTegangan Tanah : = P+M=6.186FN160 x 180+(1203 x 145 - 6186 x 10 ) 6=160 x 1800.21+0.13=0.35kg/Cm

t = 0,5 kg / Cm ( Ok ) aman

35 Cm155 Cm15 Cm10 Cm160 Cm62,562,53518057,557,520180 Cm45 Cm30 CmHA = 1203 KG e = 0,1 m180 Cm901,45 m

10PERHITUNGAN PONDASIUkuran Alas pondasi / lebar tapak pondasi = ( 160 x 160 ) Cm

Pembebanan :Beras sendiri Kolom + Pembugkus =1,255kgBeras sendiri Atap + Overstex=2,971kgBeras sendiri Plat + Pondasi=1,383kgBeras sendiri + blok Pondasi=577kgP=6,186kgTegangan Tanah : = P+M=6.186FN160 x 160+(1203 x 145 - 6186 x 10 ) 6=160 x 1600.24+0.16=0.41kg/Cm

t = 0,5 kg / Cm ( Ok ) aman

35 Cm155 Cm15 Cm10 Cm160 Cm62,562,53516055,2555,25160 Cm45 CmHA = 1203 KG e = 0,1 m160 Cm801,45 m 80

RAB TABEL PENULANGAN STRUKTUR DAN VOLUMERUKO DAN RUMAH

1. PONDASI PLATNOTASIDIMENSITULANGANKETERANGANPanjang /ptgjum ptgJum pjg 12 m'VOLUMEPANJANG BESIP - A ( 120 X 120 ) Cm 12 - 200atas8 ptg / btg 12 m'150Cm168218.724mm'jum 12 - 100bawah9 ptg / btg 12 m'133Cm312352. TIANG KOLOM56btgT - A ( 20 X 35 ) Cm6 12 bawah2 ptg / btg 12 m'600Cm144726 12 atas3 ptg / btg 12 m'400Cm14448120btg ( 15 X 30 ) Cm 8 - 200begol12 ptg / btg 12 m'100Cm99683btg3. BALOK SLOOF MEMENJANG & MELINTANGB - S ( 20 X 35 ) Cm2 12 atas pinggir / pangkal tiang8 ptg / btg 12 m'150Cm4052 12 atas / tengah tiang5 ptg / btg 12 m'240Cm5662 12 bawah / tengah bentang3 ptg / btg 12 m'320Cm762324023ptg5,5202 12 atas panjang balok 1 btg 12 m'1,200Cm222 12 atas panjang balok 1 btg 12 m'830Cm223702ptg7402 12 bawah panjang balok 1 btg 12 m'1,200Cm222 12 bawah panjang balok 1 btg 12 m'830Cm223702ptg7404 12 atas bawah balok melintang 1 btg 12 m'1,200Cm24446btg2 10tengah / pinggir balok1 btg 12 m'1,200Cm222 10tengah / pinggir balok1 btg 12 m'830Cm223702ptg2 10tengah / pinggir balok1 btg 12 m'1,200Cm121216btg ( 15 X 30 ) Cm 8 - 200begol12 ptg / btg 12 m'100Cm76063btg4. BALOK LANTAI-II MLINTANG & MEMENJANGB - T ( 20 X 40 ) Cm2 12 atas pinggir / tiang depan4 ptg / btg 12 m'250Cm1222003ptg6002 12 atas pinggir / tiang belakang6 ptg / btg 12 m'200Cm1222 12 atas / tengah tiang5 ptg / btg 12 m'240Cm56112 12 bawah / tengah bentang3 ptg / btg 12 m'320Cm762524025ptg6,0004 12 atas bawah balok depan1 btg 12 m'935Cm242426524ptg6,3604 12 atasbawah balok belakang 2 btg 12 m'470Cm241226012ptg3,1202 12 atas pinggir / tiang kiri kanan6 ptg / btg 12 m'200Cm82btg8001ptg8003676btg23,88019.902 10tengah / pinggir depan1 btg 12 m'935Cm121226512ptg24742 10tengah / pinggir belakang2 btg 12 m'470Cm1262606ptg1218btg ( 15 X 35 ) Cm 8 - 200begol11 ptg / btg 12 m'110Cm83276btg5. BALOK RENG PLAT TALANG ATAS DEPAN BELAKANG B - R ( 15 X 30 ) Cm4 12 atas bawah balok depan1 btg 12 m'935Cm242426524ptg4 12 atas bawah balok belakang 2 btg 12 m'470Cm241226012ptg36btg2 10 atas pinggir / tiang depan4 ptg / btg 12 m'250Cm120.02 10tengah / pinggir depan1 btg 12 m'935Cm121226512ptg242 10 atas pinggir / tiang belakang6 ptg / btg 12 m'200Cm60.02 10tengah / pinggir belakang2 btg 12 m'470Cm1262606ptg1218btg ( 11 X 26 ) Cm 8 - 200begol14 ptg / btg 12 m'84Cm61444btg6. BALOK RENG TEMBOK LAYAR ATAS B - R.t.l. ( 12 X 15 ) Cm4 10sepanjang balok1 btg 12 m'1,300Cm55ptg ( 8 X 10 ) Cm 8 - 200begol26 ptg / btg 12 m'46Cm39015btg7. BALOK ATAS PINTU DEPANB - Pd ( 15 X 20 ) Cm2 12 atas balok 3PTG / btg 12 m'400Cm1033 12 bawah balok3PTG / btg 12 m'400Cm1558. BALOK TANGGA8btgB - Tg ( 15 X 20 ) Cm2 12 atas balok 3PTG / btg 12 m'400Cm1033 12 bawah balok3PTG / btg 12 m'400Cm1558btg90 ( 11 X 15 ) Cm 8 - 200begol20 ptg / btg 12 m'60Cm1256btg31959. PLAT LANTAI TEBAL 12 Cm memanjang 10 - 100plat lantai bhg tengah2 ptg / btg 12 m'583Cm144723472ptg2401,300 10 - 100plat kiri & kanan belakang 2 ptg / btg 12 m'513Cm482417424ptg361224130 10 - 100 kiri & kanan belakang tangga2 ptg / btg 12 m'463Cm603027430ptg0.0270 10 - 100 kiri & kanan belakang tangga2 ptg / btg 12 m'383Cm603019430ptg180153(28) 10 - 100plat kiri & kanan bhg depan2 ptg / btg 12 m'563Cm24127412ptg 10 - 100plat kiri & kanan bhg depan2 ptg / btg 12 m'513Cm241217412ptg1353936 10 - 100 bhg pinggir sepanjang balok1 ptg / btg 12 m'2,000Cm10010039050ptg240240150 10 - 100 bhg pinggir sepanjang balok1 ptg / btg 12 m'2,130Cm484826048ptg962 10 - 100plat antara tangga dgn tangga2 ptg / btg 12 m'600Cm3015230574343btg6455605553610. PLAT LANTAI TEBAL 12 Cm melintang641609080160140605110 10 - 100plat lantai bhg tengah2 ptg / btg 12 m'583Cm120603460ptg585128131313131313120 10 - 100plat baris depan 1 ptg / btg 12 m'628Cm606057260ptg10540127.916124024024024024024013 10 - 100plat baris depan 1 ptg / btg 12 m'628Cm606057260ptg120 10 - 100 plat belakang samping tangga2 ptg / btg 12 m'563Cm60307430ptg1961601601608080140240 10 - 100 plat belakang samping tangga2 ptg / btg 12 m'563Cm60307430ptg7236108240btg5555555 10 - 100plat pinggir balok sampai tangga1 ptg / btg 12 m'935Cm808026580ptg809583513563503483463383 10 - 100plat bawah km/wc5 ptg / btg 12 m'220Cm800.026580ptg 10 - 100plat kiri & kanan bhg depan2 ptg / btg 12 m'1,200Cm8080 10 - 100plat bhg depan pinggir balok 8 ptg / btg 12 m'150Cm801043260060060060060060060011. PLAT LISPLANG LANTAI - II - Belakang ( 12 x 40 )Cm 170btg14017873797117137217 10 - 100Lisplang belakang1 ptg / btg 12 m'2,020Cm10108305ptg 10 - 100begel26 ptg / btg 12 m'45Cm1010.012. PLAT LISPLANG LANTAI - II - Depan & kiri kanan ( 12 x 40 )Cm 10btg 10 - 100Lisplang depan1 ptg / btg 12 m'3,050Cm3155205ptg 10 - 100begel26 ptg / btg 12 m'45Cm1530.013. PLAT LISPLANG TALANG ATAP - Depan & kiri kanan ( 12 x 40 )Cm 15btg 10 - 100Lisplang depan1 ptg / btg 12 m'3,050Cm315 10 - 100plat dan lisplang tegak6 ptg / btg 12 m'185Cm1532514. PLAT LISPLANG TALANG ATAP - Belakang ( 12 x 40 )Cm 40btg 10 - 100Lisplang belakang1 ptg / btg 12 m'2,020Cm10103605ptg 10 - 100plat dan lisplang tegak10 ptg / btg 12 m'115Cm1010.015. PLAT TANGGA ( 12 X 100 ) Cm10btg 10 - 100plat anak tangga melintang9 ptg / btg 12 m'125Cm1080.0 10 - 100anak tangga melintang doble5 ptg / btg 12 m'240Cm2160.00.0 10 - 100anak tangga 18 ptg / btg 12 m'65Cm1800.0 10 - 100plat tangga tegak2 ptg / btg 12 m'560Cm500.012.250.09.0021.2521.16Jumlah 10 828Jumlah 12 222Jumlah 8 287

110

RAB SPBURENCANA ANGGARAN BIAYA ( RAB ) PEMBANGUNAN SPBU PERTAMINA

NO.URAIAN PEKERJAANVOLUME /MEREKMATERIALJASASATUANSPESIFIKASII.PEKERJAAN PERSIAPAN1Mobilisasi dan Demobilisasi peralatan kerja1.00Ls0.011,825,000.002Perencanaan SPBU1.00Ls0.08,250,000.003Koordinasi lapangan1.00Ls0.022,198,000.004Pembuatan Direksi Keet1.00Ls9,295,000.002,145,000.005Sondir dan Soil tes Tanah6.00Ttk18,810,000.006,270,000.006Pasangan pompa air kerja dan instalasi ( Jet Pump )1.00Bh5,500,000.002,365,000.007Pemasangan bowplang dan Pengukuran1.00Ls4,950,000.00572,000.008Pembersihan lokasi ex kerja1.00Ls0.08,415,0000.038,555,000.0062,040,000.00II.TANGKI PENDAM 4 BUAH1Membuat tangki pendam lengkap dengan appendesdan tutup dombakKap. 30 kl3.00bh287,100,000.007,095,000.00Kap. 20 kl1.00bh82,500,000.002,365,000.002Galian tanah270,000.00m0.017,968,500.003Urugan pasir27.00m5,197,500.001,485,000.004Urugan tanah dan dan pemadatan dgn stemper67.50m0.0779,625.005Pasangan batu belah64.35m13,095,225.003,963,960.006Beton Cor Bertulang Double M754.00m44,550,000.0016,335,000.007Lantai Kerja27.00m2,732,400.00326,700.008Pasangan /penyetelan tanki pakai Crane4.00m8,800,000.008,433,330.009Manhole Cover4.00bh7,700,000.00550,000.0010Fill Box beton 1 : 2 : 34.00bh3,300,000.00814,000.0011Tank Sump4.00bh23,100,000.001,100,000.0012Test Hidrrastatic Tanki4.00bh9,460,000.002,090,000.0013Pemasangan CKD4.00bh3,278,000.00377,300.0014Pemasangan arde dibawah tanah 4.00set1,826,000.001,212,640.0015Spilcontainment6.00bh32,670,000.003,712,500.0016Pembuatan sumur Observasi2.00bh1,704,560.00385,000.00527,013,685.0068,993,555.00III.PULAU POMPA MODEL 2007 - 3 BH1Galian tanah30.00m0.01,996,500.002Urugan pasir3.00m577,500.00165,000.003Urugan tanah7.50m0.086,625.004Pondasi betu belah7.50m1,526,250.00462,000.005Lantai kerja3.00m303,600.0036,300.006Beton bertulang 1 : 2 : 33.50m2,490,950.001,058,750.007Pondasi pompa beton bertulang2.00m1,423,400.00605,000.008Angkur 90 Cm + plat dudukan8.00bh1,100,000.00396,000.009Permanent Form Island ( Shelter Mobil ) 2.00bh11,550,000.00770,000.0010Dispenser sump4.00bh20,900,000.001,540,000.0011Pasang lantai keramik roxi black 20 x 2014.00m808,500.00281,820.0012Arde Dispenser5.00bh2,282,500.001,515,800.0013Bak kontrol6.00bh2,818,200.002,945,250.000.045,780,900.0011,859,045.00IV.PULAU POMPA MOTOR1Galian tanah9.60m0.0638,880.002Urugan pasir1.30m250,250.0071,500.003Urugan tanah2.60m0.030,030.004Pondasi betu belah3.00m610,500.00184,800.005Lantai kerja0.60m60,720.007,260.006Beton bertulang 1 : 2 : 32.60m1,850,420.00786,500.007Pondasi pompa beton bertulang0.50m355,850.00151,250.008Angkur 90 Cm + plat dudukan16.00bh2,200,000.00792,000.009Permanent Form Island ( Shelter Mobil ) 1.00bh6,270,000.00385,000.0010Pasang lantai keramik roxi black 20 x 209.30m537,075.00187,209.0011Patok pengaman Pulau pompa ( inc. Lossing area )3.00bh4,950,000.00412,500.000.017,084,815.003,646,929.00V.KANOPY 13,20 X 36,00 M21Pondasi Borepile Hingga tanah keras12.00ttk0.016,500,000.002Pengecoran dan pembesian pondasi Borepile12.00ttk22,360,800.002,442,000.003Galian tanah24.00m0.01,597,200.004Urugan tanah3.00m0.069,300.005Kerangka besi26,311,82kg325,608,822.00144,715,032.006Talang tegak pipa PVC 4"95.00m'4,702,500.00652,080.007Atap Zinc Alume 0,4 mm475.20m39,988,080.005,436,288.008NOK atap sync Alum38.00m'1,233,100.00313,500.009Floshin'Canopy223.34m'14,003,669.002,088,266.0010Talang seng plat BJLS + safy - safy124.74m'7,135,128.001,141,620.0011List plank allmunium composite98.40m'92,004,000.0014,071,200.0012Ligfhing lisplank98.40m'15,694,800.002,922,480.0013Acrylic Cover Lampu lisplank98.40m'14,612,400.001,353,000.0014Plafond Luxalon475.20m287,496,000.0027,442,800.0015Reflector shelter motor1.00set19,250,000.002,772,000.0016Reflector shelter3.00set51,150,000.005,647,950.0017Instalasi listrik dan lampu area20.00ttk37,950,000.002,420,000.0018Tiang kanopy H - Beam 30 x 30 ( 6 Unit Kolom )4,512.00kg55,836,000.0024,816,000.0019Penangkal petir1.00ls469,700.00137,500.0020Penecatan1.00ls2,805,000.003,300,000.000.0992,299,999.00259,838,216.00VIPORTAL DI TIANG KANOPY1Bahan allumunium composite dan portal3.00bh47,850,000.0012,375,000.002Bahan allumunium composite dan portal shelter motor1.00bh17,050,000.004,950,000.003Lampu C 114.00bh33,110,000.001,925,000.004Lampu C 25.00bh11,825,000.00687,500.005Lampu C 38.00bh18,920,000.001,100,000.000.0128,755,000.0021,037,500.00VIIBANGUNAN KIOS 1 LANTAI DAN RG. GENSET1Galian tanah pondasi69.20m0.04,605,260.002Urugn tanah kembali17.30m0.0199,815.003Urugan pasir6.92m1,332,100.00380,600.004Pas. Lantai kerja t = 5 Cm6.92m3,641,581.00989,560.005Pondasi batu kali16.61m3,379,728.001,023,053.006Sloop beton bertulang2.08m1,477,489.00627,990.007Bekisting untuk sloof27.68m8,068,720.007,307,520.008Pasangan batu bata 1 : 4207.60m10,093,512.006,174,854.009Plesteran 1 : 4 dan acian415.20m4,749,888.0011,418,000.0010Pengecatan dinding tembok415.20m5,937,360.006,174,854.0011Konstruksi pembalokan dll5.61m1,635,315.00370,260.0012Rangka besi dan konstruksi besi805.49kg9,967,914.004,430,184.0013Konstruksi dak beton dan pembesian376.36kg4,657,455.002,069,980.0014Cor Dak beton14.55m1,280,400.00240,075.0015Lisplank composite48.00m44,880,000.006,864,000.0016Plafond Gipsum + pengecatan141.00m9,678,240.004,516,512.0017Granite lantai 40 x 4090.50m13,538,800.002,979,034.0018Keramik lantai teras kiosk 40 x 40 51.00m4,667,520.001,678,793.0019Urugan tanah lantai14.15m0.0163,433.0020Urugan pasir lantai1.42m272,388.0077,825.0021Keramik kamar mandi ( T = 3.00m )13.50m694,980.00444,386.0022Kusen kios utama 2 daun pintu4.00bh16,500,000.002,745,600.0023Kaca polos20.00m5,720,000.00286,000.0024Pintu kaca rangka aliminium + Bouvenlih9.00set23,265,000.006,177,600.0025Pintu aluminium WC1.00set1,925,000.00686,400.0026Talang tegak pipa PVC 3"50.00m'1,375,000.00412,500.0027Closet jongkok1.00bh1,562,000.00675,675.0028Kran air stanad2.00bh102,960.0011,550.0029Instalasi Listrik Armateur9.00bh1,039,500.00308,880.0030Instalasi Listrik TL Ram 2 x 408.00bh1,716,000.00274,560.0031Instalasi listrik + lampu down light 8"10.00bh495,000.00343,200.000.0183,653,850.0074,657,953.00VIIIFASILITAS UMUM1Galian tanah pondasi69.20m0.0336,105.002Urugn tanah kembali7.28m0.0200,063.003Urugan pasir2.91m94,430.00179,256.004Pas. Lantai kerja t = 5 Cm1.46m765,679.00208,065.005Pondasi batu kali16.01m915,486.00146,478.006Sloop beton bertulang0.87m621,314.00264,083.007Bekisting untuk sloof11.64m3,393,060.003,072,960.008Pasangan batu bata 1 : 487.30m4,244,526.002,596,651.009Plesteran 1 : 4 dan acian174.60m1,997,424.004,801,500.0010Pengecatan dinding tembok174.60m2,496,780.002,596,651.0011Konstruksi pembalokan dll33.38m9,730,270.002,203,080.0012Rangka besi dan konstruksi besi338.72kg96,875,064.004,843,753.0013Konstruksi dak beton dan pembesian284.29kg81,307,641.004,065,382.0014Cor Dak beton10.88m38,878,125.0029,351,108.0015Lisplank composite63.80m59,653,000.009,123,400.0016Plafond Gipsum + pengecatan72.50m4,976,400.002,322,320.0017Granite lantai 40 x 4095.57m14,296,524.003,145,761.0018Urugan tanah lantai9.56m0.0262,804.0019Urugan pasir lantai0.96m31,011.0058,868.0020Keramik kamar mandi 130.50m6,718,140.004,295,734.0021Kusen kios utama 2 daun pintu3.00bh12,375,000.002,059,200.0022Kaca polos19.00m5,434,000.00271,700.0023Pintu kaca rangka aliminium + Bouvenlih3.00set7,755,000.002,059,200.0024Pintu aluminium WC2.00set3,850,000.001,372,800.0025Talang tegak pipa PVC 3"60.00m'1,650,000.00495,000.0026Closet duduk2.00bh3,124,000.001,351,350.0027Urinoir2.00bh2,750,000.00209,000.0028Kran air standard10.00bh514,800.0057,750.0029Instalasi listrik Armateur10.00bh1,155,000.00343,200.0030Instalasi Listrik TL Ram 2 x 402.00bh429,000.0068,640.0031Instalasi listrik + lampu down light 8"20.00bh990,000.00686,400.000.0367,021,674.0083,048,262.00IXINSTALASI LISTRIK1Pas. Kabel NYFGBY 4 X 2,5 mm dari ke Dispenser3,675.50m'11,622,188.003,840,375.002Pas. Kabel NYFGBY 3 X 2,5 mm u/ Kanopi Listrik dan STP183.75m'8,539,781.001,920,188.003Pas. Kabel NYFGBY 4 X 2,5 mm u/p Taman dan Rambu-rambu168.00m'5,313,000.001,755,600.004Pasang lampu PJU single6.00ttk44,550,000.001,815,000.005Bahan - bahan lainnya Panil1.00set11,550,000.002,021,250.006Kabel NYM 2 X 2,5315.00m'3,638,250.003,291,750.007Kabel NYM 3 X 2,5315.00m'5,110,875.003,291,750.008Kabel NYM 4 X 2,5315.00m'5,197,500.003,291,750.009Pipa selubung u/kabel100.00btg4,675,000.005,225,000.0010Arde panel dan Genset2.00bh1,375,000.00165,000.0011Kabel twis u/ PLN1.00ls5,225,000.001,375,000.0012Kabel u/Genset 16 x 4 mm30.00m'2,557,500.00415,800.000.0109,354,094.0028,408,463.00XINSTALASI PEMIPAAN1Galian tanah19.25m0.01,281,088.002Urugan tanah kembali4.81m0.055,584.003Plexible pipa 2"140.00m'43,890,000.004,389,000.004Instalasi Plexible pipa 1.00ls81,675,000.0014,208,480.005Instalasi pipa lossing Galvanis 4.00bh6,406,400.002,082,080.006Dispenser Sump5.00bh26,125,000.001,058,200.007Pasang pipa hawalvea + PV V4.00bh10,570,560.00526,240.008Enty Bolted 2" jalur pipa10.00bh5,885,000.00423,500.009Elbow 2"14.00bh9,163,000.00916,300.0010V. Shock 2 x 1,57.00bh96,250.0013,475.0011Shock 2"10.00bh3,245,000.00324,500.0012Water Moor 2"4.00bh3,300,000.00330,000.0013Adaptor 2"10.00bh8,635,000.00431,750.0014Emergency Valve 1,5"7.00bh13,475,000.00235,813.0015Tee 2"4.00bh3,586,000.00119,504.0016Pipa 4" u lossing52.00m'10,010,000.001,001,000.0017Knee 4"20.00bh2,090,000.0099,000.0018Shock 4"4.00bh209,000.0012,100.0019Pipa 2" ( BF-200 ) u/ pipa hawa + Favour Recovery80.00m'8,360,000.00836,000.0020Rumah Dipstick1.00set5,775,000.00687,500.000.0242,496,210.0029,031,114.00XIPEKERJAAN BETON SLA, B t = 10 Cm1Perapian kantor badan jalan2,416.00m0.09,766,680.002Penmasangan Limestone1,449.60m127,564,800.0023,918,400.003Lapisan sirtu ( untuk jalan baru )241.60m43,850,400.007,341,620.004Makadam 5/7 + 3/5 ( untuk Jalan Baru )241.60m43,850,400.007,341,620.005Beton Cor Bertulang Engkle M71,867.60m1,540,770,000.0092,446,200.006Floor Hardner2,416.00m146,168,000.0014,616,800.007Area Lossing Cor Beton Bertulang Double M760.00m28,726,500.002,970,000.008Beton slob Bertulang Double M7488.40m233,833,710.0025,518,900.000.02,164,763,810.00183,920,220.00XIIPEKERJAAN CANSTEEN1Cansteen Jadi256.00m'16,853,760.001,548,800.000.016,853,760.001,548,800.00XIIIGRILL1Dudukan pondasi cor bertulang dan gril11.88m'4,312,440.00588,060.000.04,312,440.00588,060.00XIVSALURAN PEMBUANGAN AIR KOTOR1Galian Tanah49.50m0.03,294,225.002Urugan Tanah12.38m0.0142,931.003Sumur Resapan2.00bh2,970,000.004,290,000.004Pondasi batu kali27.23m5,540,288.001,677,060.005Plesteran54.45m622,908.001,183,525.000.09,133,196.0010,587,741.00XVPEKERJAAN PAGAR HOLLOW1Pagar besi Holow34.80m'4,976,400.00597,168.002Pengecatan1.00ls2,145,000.001,115,400.003Pagar garbang pintu masuk ( Sliding )10.23m'1,549,538.00175,547.004Pagar garbang pintu keluar ( Upat )30.15m'4,566,821.00517,374.000.013,237,759.002,405,489.00XVIMENARA LAMBANG PERTAMINA1Lambang Pertamina model baru berikut instalasinyabahan dari Alluminium Composite ( Manual Slot )1.00unit52,250,000.002,860,000.000.052,250,000.002,860,000.00XVIIPEK. RUMAH RACUN API 2 UNIT1Rumah racun api2.00bh4,070,000.002,173,600.002Racun api Dry Chemical Power Cylinder N2 - 80 kg2.00bh63,140,000.001,224,080.003Racun api Dry Chemical Power Cartridge - 9 kg3.00bh4,719,000.000.04Racun api CO2 - 4,5 kg2.00bh3,960,000.000.00.075,889,000.003,397,680.00XVIIITAMAN1Pek. Taman Sederhana1ls9,350,000.001,237,500.000.09,350,000.001,237,500.00XIXPEKERJAAN PEMBUATAN RAMBU - RAMBU1Pembuatan rambu - rambuRambu - Rambu dilarang masuk dan Rambu Masuk2.00set3,850,000.00935,000.002Rambu - Rambu dilarang Merokok dan tata cara Bongkar BBM2.00set6,050,000.00715,000.003Jembatan tiris mobil Tangki2.00bh1,774,916.00612,040.004Sumur Pantau4.00bh5,940,000.008,580,000.005Oli Catcher2.00bh4,589,200.002,093,520.000.022,204,116.0012,935,560.00XXPENYAMBUNGAN PLN1Penyambungan PLN untuk Operasional SPBU33.00KVA63,525,000.006,352,500.000.063,525,000.006,352,500.00XXIPERLENGKAPAN FASILITAS SPBU1Instalasi Air Bersih1.00ls3,465,000.00829,400.002Saluran pembuangan air 172.52m'42,395,065.002,960,443.003Pembuatan Septiktank1.00set6,792,500.00686,400.004Bak kontrol6.00bh4,469,850.002,945,250.005Pompa Air 250 w + Water torn 1000 ft1.00set7,150,000.001,415,700.000.064,272,415.008,837,193.00XXIIKALIBRASI TANGKI PENDAM DARI METEOROLOGI1Tabel tanki untuk ukuran BBM4.00unit7,700,000.0021,736,000.000.07,700,000.0021,736,000.00XXIIIPERLENGKAPAN OPERASIONAL SPBU1Selang lossing3.00bh10,725,000.000.02Aliiumunium Tangki Fill Elbow/ adaptor inlet 4" P / N 60 S3.00bh12,375,000.003Gravity Coupler 4"x 4"3.00bh4,785,000.000.04Etalase Olie3.00bh4,950,000.000.05Disptick Tanki2.00bh1,963,500.000.06Tempat Sampah4.00bh7,040,000.000.07Bejana Ukur 20 L.1.00bh990,000.000.08Hydrometer3.00bh2,805,000.000.09Pasta Air1.00bh165,000.000.010Pasta Minyak1.00bh165,000.000.00.045,963,500.000.0XXIVPEMASANGAN HURUF & LOGO PERTAMINA1Huruf dan Logo Pertamina1.00ls9,020,000.002,288,000.000.09,020,000.002,288,000.00XXVPEKERJAAN MARKA JALAN1Marka Jalan1.00ls10,868,000.003,718,000.000.010,868,000.003,718,000.00JUMLAH5,221,358,223.00904,973,780.00JUMLAH MATERIAL DAN JASA6,126,332,003.00KEUNTUNGAN DAN RESIKO PEMBORONGAN 10 %612,633,200.30JUMLAH6,738,965,203.30PEMBULATAN6,738,965,000.00Terbilang :

RESUMEPEMBANGUNAN SPBU DODO PERTAMINA

NO.URAIAN PEKERJAANVOLUME /MEREKMATERIALJASASATUANSPESIFIKASII.PEKERJAAN PERSIAPAN38,555,000.0062,040,000.00II.TANGKI PENDAM 4 BUAH527,013,685.0068,993,555.00III.PULAU POMPA MODEL 2007 - 3 BH45,780,900.0011,859,045.00IV.PULAU POMPA MOTOR17,084,815.003,646,929.00V.KANOPY 13,20 X 36,00 M2992,299,999.00259,838,216.00VIPORTAL DI TIANG KANOPY128,755,000.0021,037,500.00VIIBANGUNAN KIOS 1 LANTAI DAN RG. GENSET183,653,850.0074,657,953.00VIIIFASILITAS UMUM367,021,674.0083,048,262.00367,021,673.0083,048,262.00IXINSTALASI LISTRIK109,354,094.0028,408,463.00XINSTALASI PEMIPAAN242,496,210.0029,031,114.00XIPEKERJAAN BETON SLA, B t = 10 Cm2,164,763,810.00183,920,220.00XIIPEKERJAAN CANSTEEN16,853,760.001,548,800.00XIIIGRILL4,312,440.00588,060.00XIVSALURAN PEMBUANGAN AIR KOTOR9,133,196.0010,587,741.00XVPEKERJAAN PAGAR HOLLOW13,237,759.002,405,489.00XVIMENARA LAMBANG PERTAMINA52,250,000.002,860,000.00XVIIPEK. RUMAH RACUN API 2 UNIT75,889,000.003,397,680.00XVIIITAMAN9,350,000.001,237,500.00XIXPEKERJAAN PEMBUATAN RAMBU - RAMBU22,204,116.0012,935,560.00XXPENYAMBUNGAN PLN63,525,000.006,352,500.00XXIPERLENGKAPAN FASILITAS SPBU64,272,415.008,837,193.00XXIIKALIBRASI TANGKI PENDAM DARI METEOROLOGI7,700,000.0021,736,000.00XXIIIPERLENGKAPAN OPERASIONAL SPBU45,963,500.000.0XXIVPEMASANGAN HURUF & LOGO PERTAMINA9,020,000.002,288,000.00XXVPEKERJAAN MARKA JALAN10,868,000.003,718,000.00JUMLAH5,221,358,223.00904,973,780.00JUMLAH MATERIAL DAN JASA6,126,332,003.00KEUNTUNGAN DAN RESIKO PEMBORONGAN 10 %612,633,200.30JUMLAH6,738,965,203.30PEMBULATAN6,738,965,000.00Terbilang :

PERINCIAN PENGADAAN DAN PEMASANGGAN MESIN - MESIN

NO.URAIAN PEKERJAANVOLUME /MEREKMATERIALJASASATUANSPESIFIKASI1Mesin Dispenser Dorong - 4 Nozel 2 Display GSA 2421 P3.00unitTatsuno606,000,000.000.02Mesin Dispenser Dorong - 2 Nozel 2 Display SSA 121 1.00unitTatsuno172,000,000.000.03Submersible Pump 3/4 HP3.00unitRed Jakarta47,250,000.000.04Submersible Pump 1,5 HP1.00unitRed Jakarta18,750,000.000.05Emergency valve 1 "9.00unitEmco14,850,000.000.06CCTV + LCD 20"8.00unit20,000,000.000.07Genset 30 KVA Silence ( NEW )1.00unit145,000,000.000.08ATS1.00unit35,000,000.000.09Stabilizer 45 KVA 3 Phase1.00unit57,650,000.000.0JUMLAH1,116,500,000.000.0JUMLAH MATERIAL DAN JASA1,116,500,000.00PEMBULATAN1,116,500,000.00Terbilang :

Sheet1

4.332.172.002.002.000.704.334.342.170.800.800.803.954.344.334.342.802.802.804.004.3313.0013.001.201.201.204.0017.340.702.173.9513.006.807.508.970.7417.34

belakangterasindukdepanterasindukkiriindukteraskananterasinduk7.503.003.703.953.954.102.002.002.004.953.903.903.953.953.954.004.003.853.903.903.904.534.154.154.154.154.154.004.003.954.104.104.104.353.903.903.903.903.903.953.953.853.853.852.002.002.0023.4015.902.002.0013.8311.9513.9517.7014.0012.0011.9018.8515.8513.850.050.050.05bang indukbang indukbelakagdepankirikanan4.103.903.903.953.854.104.154.153.953.853.903.90

11.9011.8511.9512.000.050.05bang teras2.003.903.953.953.904.154.154.004.103.903.904.003.852.002.003.952.0013.9514.0015.9015.850.050.05

Sheet2

Sheet3

masjid benai

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