Master Rab 1

8/19/2019 Master Rab 1

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DAFTAR HARGA BAHAN DAN UPAH

TAHUN 2015

NO JENIS BAHAN BANGUNAN SATUAN

A GALIAN C / BATU CETAK

1 Pasir Beton M32 Pasir Pasang M33 Pasir plester halus M34 Pasir silika Kg5 Koral / kerikil beton M36 Batu Kali M37 Batu karang / gunung M38 Pasir / sirtu urug M39 Tanah urug M31 Ti!bunan Pilihan M3

11 Batu Kali Bulat "Koral# M312 Batu belah 15/2 $! M313 Batu Pe%ah 3 & 5 $! M314 Batu Pe%ah 2 & 3 $! M315 Batu Pe%ah 1 & 2 $! M316 Batu Bata Bh17 Batu bata !erah 5 ' 11 ' 22 %! Bh18 $onblok / Batu Kra(ang Bh19 Pa)ing Blo%k segi 6 "* 2# $! tebal 5 $! Bh2 Pa)ing Blo%k 1 + 2 + 7 $! Bh21 ,ollo( Blo%k ",B-2# Bh

22 ,ollo( Blo%k ",B-15# Bh23 ,ollo( Blo%k ",B-1# Bh24 $on%rete Blo%k "$B-2# Bh25 $on%rete Blo%k "$B-15# Bh26 $on%rete Blo%k "$B-1# Bh27 Bon. Bea! 4'2'2 $! Bh28 oster / tera(ang Bh29 Bata berongga Bh3 Batu apung Kg31 Batu granit Kg32 Batu Terasso KgB KAYU

1 Ka0u papan kls M32 Ka0u balok kls M33 Ka0u papan kls M34 Ka0u balok Kls M35 Ka0u papan kls M36 Ka0u balok kls M37 Ka0u Papan Kls M38 Ka0u Balok Kls M39 Ba!bu M31 Ka0u Peran%ah M311 olken Ka0u * 8&1/4 $! Btg12 olken Ka0u * 2/4 $! Btg

13 Ka0u list proil M14 Bilik Ba!bu M2C MATERIAL PENGIKAT


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1 e!en / P$ 5 Kg ak2 e!en P$ Kg3 e!en / P$ 4 Kg ak4 e!en arna Kg5 e!en abu&abu Kg6 Kapur pa.a! M37 Kapur pasang M3D KERAMIK / PORSELIN1 Porselin 11 + 11: putih B,2 Porselin 11 + 11: (arna B,3 Porselin 15 + 15: putih B,4 Porselin 15 + 15: (arna B,5 Porselin 1 + 2: (arna B,6 Porselin 2 + 2: (arna B,7 Mo;aik 3 + 3 B,8 Kera!ik 1 + 2 B,9 Kera!ik 1 + 33 B,1 Kera!ik 15 + 15 B,

11 Kera!ik 15 + 2 B,12 Kera!ik 2 + 2 B,13 Kera!ik 2 + 25 B,14 Kera!ik 25 + 25 B,15 Kera!ik 3 + 3 B,16 Kera!ik 33 + 33 B,17 Kera!ik 33 + 33 anti slip B,18 Kera!ik 4 + 4 B,19 Kera!ik artistik 1 ' 2 B,2 Kera!ik artistik 1 ' 1 B,21 Kera!ik artistik 5 ' 2 B,22 Mar!er B,

23 P$ elte' %arpet 8? (ool: 2? n0lon M228 loor har.ener erro)a' Kg38 Master%ron D D Kg39 ashta)el E= F aksesoris B,4 ashta)el E= F aksesoris G $er!in B,41 ashta)el =lu!iniu! " 1 Cobang # F aksesoris B,42 ashta)el =lu!iniu! " 2 Cobang # F aksesoris B,43 Bak %u%i stainless steel B,44 Bak %u%i teraso B,45 ater .rain F aksesoris et

46 ealtape B,47 Kloset Hongkok E= B,48 Kloset Hongkok TI B,


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5 Kloset Hongkok Top + B,51 Kloset Hongkok Toto B,52 Kloset Hongkok !perial B,53 Kloset u.uk E= F aksesoris B,54 Kloset u.uk K= F aksesoris etara Toto $J 7 B,55 Kloset u.uk =!eri%an tan.ar. B,56 Kloset u.uk &Jn.uro B,

57 loor rain KM/$ B,59 >loor rain Bak =ir B,6 Kloset .u.uk / !ono blo%k F aksesoris B,61 Kloset Aongkok perselin B,62 Kloset Aongkok teraso B,63 Bak teraso B,64 Bak ibre glass F aksesoris B,65 Bak reser)oar ibre glass kap- 1 Ctr B,66 Ba.kip porselin F aksesoris B,67 Plint kera!ik artistik 1 ' 1 B,

68 Plint kera!ik artistik 5 ' 2 B,69 Plint kera!ik artistik 1 ' 2 B,7 Plint )0nil tanpa a.ukan B,71 Plint ka0u 2 ' 1 $! M372 Plint Kera!ik 1 ' 4 $! B,73 nternal %o)e artistik " 5 ' 5 ' 2 # $! B,74 Teraso %or B,75 Teralu' %or tebal 3 $! B,76 Ce! )in0l Kg77 >elte' %arpet 1 ? (ool T&21 M278 $arpet 1 ? (ool: 2 ? n0lon M2E KAYU LAPIS/DINDING & PLAFOND

1 Tripleks Tebal 3 MM Cbr 2 Tripleks Tebal 4 MM Cbr 3 Tripleks Tebal 8 MM Cbr 4 Tripleks Tebal 1 MM Cbr 5 Teak oo. Tebal 3 MM Cbr 6 Teak oo. Tebal 4 MM Cbr 7 Pla0(oo. 3 MM Cbr 8 Pla0(oo. 4 MM Cbr 9 Pla0(oo. 6 MM Cbr 1 Pla0(oo. 9 MM Cbr 11 >or!ika Cbr 12 Jternit Cbr

13 =kustik ukuran 3 + 3 $! Cbr 14 =kustik ukuran 3 + 6 $! Cbr 15 =kustik ukuran 6 + 12 $! Cbr 16 ot boar. 4 + 8 + 4 MM Cbr 17 Proil alu!iniu! DTD M18 Ka(at seng polos Kg19 a!set / ina bolt Bh2 =kustik ar! strong 6 + 12 $! Cbr 21 Cist ka0u proil M22 =sbes 1 + 1 M Cbr 23 0psu! boar. 12 + 24 $! tebal 9 MM Cbr

24 Bata pelapis .in.ing " 7 ' 3 ' 24 # $! B,25 Bata klinker " 5 ' 5 ' 24 # $! B,26 Batu paros M2


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28 allpaper M3F BESI BETON, KAWAT & PAKU

1 Besi Beton * 6 MM Btg2 Besi Beton * 8 MM Btg3 Besi Beton * 1 MM Btg4 Besi Beton * 12 MM Btg5 Besi Beton * 14 MM Btg

6 Besi Beton * 16 MM Btg7 Besi Beton * 19 MM Btg8 Besi Beton * 2 MM Btg9 Besi Beton Polos Kg1 Besi Beton Berulir Kg11 Besi s%uare tube Kg12 Besi lis ka%a " 1 ' 1 # %! Kg13 Besi ,olo M14 Besi trip 15 & 1 1/4'4 1/3 Plat PAg 4 ! Btg16 & 1 1/2'4 1/3 Plat PAg 4 ! Btg

17 & 2 1/2'5 1/3 Plat 4 ! Btg18 Besi iku PanAang 6 !19 & C 25/25 tebal 2:5 !! Btg2 & C 3/3 tebal 3 !! Btg21 & C 4/4 tebal 4 !! Btg22 & C 5/5 tebal 5 !! Btg23 & C 6/6 tebal 6 !! Btg24 Ka(at kat Beton Kg25 Ka(at BronAong * 3 MM Kg26 Ka(at BronAong * 4 MM Kg27 Ka(at BronAong * 5 MM Kg28 Ka(at uri / Pagar 2-/Kg M

29 Ka(at har!onika Kg3 Ka(at n0a!uk M231 Ka(at kassa M232 Ka(at burung M233 Ka(at BaAa Kg34 Paku biasa 35 2 %! Kg36 3 %! Kg37 4 %! Kg38 5 %! Kg39 7 %! Kg4 Paku beton

41 2 %! Kg42 3 %! Kg43 4 %! Kg44 5 %! Kg45 6 %! Kg46 7 %! Kg47 1 %! Kg48 Paku Tripleks Kg49 Paku 3: 4: 5: 7 F 1 $M Kg5 Paku He!batan Kg51 Paku eng Kg

52 Paku Jternit Kg53 Paku =r.eks Kg54 Paku pan%ing 6 ' 23 MM Kg


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56 Paku hak panAang 15 $! Kg57 Besi Plat iber lass CB8 =tap seng (arna 6 kaki CB9 =tap seng biasa 5 kaki CB

1 =tap seng biasa 6 kaki CB11 =tap seng biasa 7 kaki CB12 =tap seng biasa 8 kaki CB13 =tap seng biasa 9 kaki CB14 =tap seng biasa 1 kaki CB15 =tap Multiroo Ci%in CB16 =tap Multiroo Kasar CB17 =tap ur0aroo Ci%in CB18 atap ur0aroo Kasar CB19 =tap akuraroo CB2 Paku =tap genteng !etal Kg

21 =tap alu!iniu! gelo!bang BHC 3 CB22 =tap alu!iniu! gelo!bang tebal :55 M223 Eok =lu!iniu! Bls 3 / nok stan.ar 4 $! 18: 22 M2


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25 =tap ,arlek 3 + 11 + :5 $! CB26 Eok ,arlek 3 + 118 + :5 $! CB27 =tap uper.ek CB28 enteng beton B,29 enteng aspal CB3 enteng !etal CB31 enteng sirap B,

32 oo light ibreglass CB33 Eok genteng beton B,34 Eok genteng aspal B,35 Eok genteng !etal / .e%ra bon. B,36 Eok sirap / seng plat 3D + 6D BAls 2 CB37 Plastik aerator B,38 =tap


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3 Kuas 3 D Bh31 Kuas 4D Bh32 Kalkariu! K33 Tinner uper Ctr I INSTALASI LAMPU

1 Ca!pu TC 1 att B,2 Ca!pu TC 2 att B,

3 Ca!pu TC 4 att B,4 Bo' Ca!pu TC 1 att B,5 Bo' Ca!pu TC 2 att B,6 Bo' Ca!pu TC 4 att B,7 Ca!pu PiAar 6 att B,8 Ca!pu Baret B,9 Ca!pu orot 5 att B,1 top kontak bro%o B,11 aklar tunggal bro%o B,12 aklar gan.a bro%o B,13 >itting te!pel B,

14 Balon C isi%o! 5 (att Bh15 Balon C isi%o! 15 (att Bh16 M$B G boks et17 =r.e kuningan Bh18 Penangkal Petir TTK

19 ekring Kas 1 roup B,

2 ekring Kas 2 roup B,

21 ekring Kas 3 roup B,22 Pas- Kabel ELM 2 + 2:5 !! " >ull # M23 Pas- Kabel ELM 3 + 2:5 !! " >ull # M24 Kabel E= M25 Pipa Paralon 1/4 D M

26 itting antung B,27 solator B,28 nstalasi TTK29 Pen0a!bungan Cistrik PCT C3 enerator 1 K= G lan.asan


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1 Jngsel angin B,11 Jngsel Pintu ing Eilon B,12 Jngsel Hen.ela B,13 Jngsel Ce!ari B,14 Jngsel biasa ",# Psg15 Jngsel J Psg16 pring knip B,

17 oor %loser B,18 oor hol.er B,19 oor stop B,2 el pintu .orong B,21 ren.el Pintu B,22 ren.el Hen.ela B,23 e!bok B,24 Kait =ngin Biasa B,25 Kait =ngin Kan%ing B,26 Tarikan Hen.ela B,27 Ka%a Cou)ers 8 Klip " lengkap tralis # JT

28 Ka%a Eako Bening CB29 Ka%a Eako a0ben CB3 Ka%a tebal 3 !! Bening M231 Ka%a tebal 5 !! Bening M232 Ka%a tebal 8 !! Bening M233 Ka%a tebal 12 !! Bening M234 Ka%a tebal 3 !! a0ben M235 Ka%a tebal 5 !! a0ben M236 Ka%a tebal 8 !! a0ben M237 Ka%a tebal 12 !! a0ben M238 Ka%a bura! M239 Ka%a %er!in tebal 5 !! M2

4 Ka%a %er!in tebal 6 !! M241 Ka%a %er!in tebal 8 !! M242 Ka%a (ire glass tebal 5 MM M243 Ka%a patri tebal 5!! M244 tang Cou)ers 8 Kilp JT45 ealent Kg46 Ka(at E0a!uk Besi M247 Ka(at E0a!uk Plastik M248 Ka(at E0a!uk =lu!iniu! Parabola M2K INSTALASI PERPIPAAN & AKSESORIS

1 Pipa P 1/2D Me.iu! = M2 Pipa P 3/4 Me.iu! = M

3 Pipa P 1D Me.iu! = M4 Pipa P 2D Me.iu! = M5 Pipa P 3D Me.iu! = M6 Pipa P 4D Me.iu! = M7 Pipa P 6D Me.iu! = M8 Pipa P 8D Me.iu! = M9 Pipa P 1/2D Me.iu! B M1 Pipa P 3/4 Me.iu! B M11 Pipa P 1D Me.iu! B M12 Pipa P 2D Me.iu! B M13 Pipa P 3D Me.iu! B M

14 Pipa P 4D Me.iu! B M15 Pipa P 6D Me.iu! B M16 Pipa P 8D Me.iu! B M


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18 solasi/eal Tape oll19 Ce! pipa P$ 7 gr Kaleng2 Kun%i Pipa Bh21 ne0 Pipa Bh22 Bo' !eter iber ke%il Bh23 Bo' !eter besi pakai tutup Bh24 $he%k )al)e 1D Bh

25 Pi! P"C W!#i$ AW %/B'(1/2D Btg3/4D Btg1D Btg1 1/2D Btg2D Btg3D Btg4D Btg

26 Pi! U P"C C)!** AW % M +P!!)-$.1/2D Btg3/4D Btg

1D Btg1 1/4 Btg1 1/2 Btg2D Btg2 1/2D Btg3D Btg4D Btg5D Btg6D Btg8D Btg1D Btg12D Btg

27 Pi! G!)#!$i*1/2D Btg3/4D Btg1D Btg1 1/4D Btg1 1/2D Btg2D Btg2 1/2D Btg3D Btg4D Btg5D Btg6D Btg

27 L S-)#$ C$ P"C +500 (/!)$(.Eo- 73 "@ui%k .r0# KalengEo- 1 "slo( .r0# KalengCe! botol BotolCe! Tube Tube

29 Pipa tanah * 15 $! B,3 Pipa beton * 15 & 2 $! B,31 Pipa beton * 3 & 1 $! B,32 =lat Bantu JT33 al)e P ia!eter 3D B,34 al)e P ia!eter 4D B,

35 al)e P ia!eter 6D B,36 al)e P ia!eter 8D B,37 =ir al)e P ia!eter 3D B,


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39 =ir al)e P ia!eter 6D B,4 =ir al)e P ia!eter 8D B,41 Pipa P .ia- 1D T-- M42 Pipa P .ia- 1 1/2D T-- M43 Pipa P .ia- 2D T-- M44 Pipa P$ .ia- 1/2D M45 Pipa P$ .ia- 3/4D = M

46 Pipa P$ .ia- 1D = M47 Pipa P$ .ia- 1 1/2D = M48 Pipa P$ .ia- 2D = M49 Pipa P$ .ia- 2 1/2D = M5 Pipa P$ .ia- 3D = M51 Pipa P$ .ia- 4D = M52 top Kran =ir * 3/4D B,53 Kran =ir * 1/2D B,54 Kran =ir ashta)el * 1/2D B,55 troro' & 1 Kg56 ater stop 15 !! M

57 ater stop 2 !! M58 ater stop 23 !! & 32 !! ML DAFTAR UPAH PEKERJAAN

1 PekerAa Irg/,r 2 Tukang Irg/,r 3 Kepala tukang Irg/,r 4 Man.or Irg/,r 5 Mekanik Irg/,r 6 Iperator Irg/,r 7 Pe!bantu Iperator Irg/,r 8 opir Tru%k Irg/,r 9 Pe!bantu opir Irg/,r

1 e(a =lat Ha!


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HARGA

+R.

p 2:- 36 p 2:-p 2:-p 2:-p 2:-p 194:444-44 342:-p 194:444-44p 13:-p 75:-p 135:-

p 135:-p 361:111-11p 361:111-11p 361:111-11p 361:111-11p 85-p 85-p 3:-p 2:-p 2:5-p 1:-

p 1:-p 1:-p 1:-p 1:-p 1:-p 1:-p 35:-p 1:2-p 5:-p 12:-p 15:-

p 9:2:-p 7:5:-p 5::-p 4:5:-p 3:2:-p 2:6:-p 1:75:-p 1:6:-p 1:-p 1:8:-p 14:79-82 39-63 p 14:79-82

p 4:-p 25:-


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p 53:-p 1:6-p 42:4-p 4:-p 4:-p 12:-p 125:- 6/;ak

p 5-p 52-p 1:388-89p 1:444-44p 1:-p 2:-p 5:777-78p 1:4-p 1:428-57p 1:388-89

p 1:666-67p 2:4-p 3:-p 6:25-p 7:777-78p 5:555-56p 6:666-67p 18:75-p 1:3-p 6-p 6-p 75:-

p 57:-p 31:5-p 5:-p 5:-p 5:-p 75:-p 25:-p 65:-p 6:-p 2:5-p 2:5-p 3:-

p 2:-p 2:-p 1:-p 12:-p 2:-p 397:5-p 25:-p 5:-p 3:-p 375:-p 25:-

p 5:-p 28:-p 175:-


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p 15:-p 26:-p 85:-p 1:25:-p 1:75:-p 1:25:-p 9:-

p 4:-p 25:-p 15:-p 3:-p 5:-p 75:-p 5:-p 25:-p 1:25:-p 75:-p 2:-

p 2:-p 2:-p 2:5-p 2:5-p 7:5-p 2:5-p 3:-p 3:5-p 5:-p 5:-p 5:-

p 45:-p 6:-p 8:-p 1:-p 8:-p 1:-p 5:-p 7:-p 85:-p 125:-p 25:-p 15:-

p 3:-p 45:-p 75:-p 12:-p 75:-

p 1:5-p 85:-p 4:-p 15:-p 125:-

p 85-p 1:2-p 1:2-


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p 2:-

p 27:- 2-66328 p 4:- 4-73472 p 6:- 7-398 p 85:-p 13:- 14-58

p 175:-p 25:-p 285:-p 1:-p 11:5-p 12:5-p 1:-p 14:85-

p 2:-p 27:-

p 7:-

p 45:-p 5:-p 85:-p 125:-p 225:-p 17:5-p 13:-p 14:-p 15:-p 1:25-

p 25:-p 2:-p 2:-p 2:-p 2:-

p 3:-p 25:-p 22:5-p 17:5-p 17:5-

p 25:-p 25:-p 25:-p 3:-p 3:-p 3:-p 3:-p 17:5-p 17:5-p 2:-p 25:-

p 2:-p 25:-p 2:-


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p 25:-p 362:5-p 75:-p 18:-p 225:-p 25:-

p 39:-p 57:-p 75:-p 46:-p 57:-p 75:-p 17:5-

p 2:-

p 4:-p 25:-p 3:-p 35:-p 35:-p 3:-p 75:-p 3:-p 2:-p 25:-p 45:-p 2:5-

p 3:-p 15:-

p 5:-p 57:5-p 4:-p 47:5-p 45:-p 49:-p 39:-p 32:-p 32:5-

p 39:-p 45:5-p 52:-p 58:5-p 65:-p 9:-p 11:-p 46:5-p 52:5-p 35:-p 4:-

p 5:-p 54:-p 45:-


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p 65:-p 55:-

p 6:5-

p 45:-p 4:-

p 55:-p 6:-

p 35:-p 3:5-

p 45:-p 35:-p 45:-

p 35:-

p 25:-p 125:-p 2:5-p 1:-p 15:-p 13:5-

p 35:-p 35:-

p 25:-p 35:-p 8:-p 8:-p 35:-p 1:-p 1:-p 1:-p 1:-p 15:-p 8:5-p 3:-

p 6:5-p 8:-p 6:-p 4:5-p 7:-p 12:5-p 22:-p 7:-p 7:5-p 25:-p 3:-

p 125:-p 65:-p 3:5-


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p 5:-p 1:-p 2:-p 25:-

p 5:-p 7:5-

p 15:-p 1:5-p 1:5-p 1:5-p 7:5-p 8:-p 12:-p 17:5-p 17:5-p 2:-p 12:5-

p 22:-p 25:-p 35:-p 3:-p 6::-

p 93:-p 125:-p 175:-p 7:5-p 11:-p 12:5-p 5:-

p 15:-p 2:5-p 7:-p 2::-p 6:5:-p 7::-p 6::-p 7::-p 7:9:-p 6::-p 8:-

p 55:-p 27:5-p 2:-p 6:-p 4:-

p 75:-p 65:-p 4:-p 5:-p 35:-p 35:-

p 45:-p 4:-p 25:-


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p 17:5-p 35:-p 25:-p 2:-p 1:-p 2:-p 2:-

p 25:-p 2:-p 15:-p 65:-p 2:-p 16:5-p 25:-p 17:5-p 15:-p 15:-p 12:-

p 175:-p 144:5-p 85:-p 1:-p 13:-p 15:-p 95:-p 12:-p 145:-p 15:-p 85:-p 35:-

p 4:-p 5:-p 45:-p 45:-

p 25:-p 65:-p 35:-p 3:-

p 18:-p 175:-

p 18:-p 18:-p 2:-p 2:-p 21:-p 22:-p 16:-p 15:-p 18:-p 18:-p 185:-

p 19:-p 2:-p 21:-


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p 1:65-p 1:-p 6:-p 4:-p 52:5-p 81:-p 3:264:3-

p 14:-p 18:-p 25:-p 42:-p 65:-p 11:-p 175:-

p 14:-p 18:-

p 25:-p 35:-p 45:-p 65:-p 85:-p 15:-p 17:-p 2:-p 45:-p 75:-p 1:25:-p 1:65:-

p 163:8-p 29:6-p 325:7-p 416:5-p 477:25-p 67:75-p 854:9-p 1:123:65-p 1:611:5-p 2:125:1-p 2:522:8-

p 71:8-p 92:4-p 6:6-p 5:-p 25:-p 1:5:-p 3::-p 1:-p 12:-p 15:-

p 16:-p 165:-p 12:-


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DAFTAR HARGA BAHAN DAN UPAH

PEKERJAAN PEMBANGUNAN GEDUNG KANTOR BUP

NO JENIS BAHAN BANGUNAN SATUAN

A GALIAN C / BATU CETAK

1 Pasir Beton M32 Pasir Pasang M33 Pasir plester halus M34 Pasir silika Kg5 Koral / kerikil beton M36 Batu Kali M37 Batu karang / gunung M38 Pasir / sirtu urug M39 Karang urug M31 Tanah urug M3

11 Batu belah 15/2 $! M312 Batu Pe%ah 3 & 5 $! M313 Batu Pe%ah 2 & 3 $! M314 Batu Pe%ah 1 & 2 $! M315 Batu Bata Bh16 Batu bata !erah 5 ' 11 ' 22 %! Bh17 $onblok / Batu Kra(ang Bh18 Pa)ing Blo%k segi 6 "* 2# $! tebal 5 $! Bh19 Pa)ing Blo%k 1 + 2 + 7 $! Bh2 ,ollo( Blo%k ",B-2# Bh21 ,ollo( Blo%k ",B-15# Bh

22 ,ollo( Blo%k ",B-1# Bh23 $on%rete Blo%k "$B-2# Bh24 $on%rete Blo%k "$B-15# Bh25 $on%rete Blo%k "$B-1# Bh26 Bon. Bea! 4'2'2 $! Bh27 oster / tera(ang Bh28 Bata berongga Bh29 Batu apung KgB KAYU

1 Ka0u papan kls M32 Ka0u balok kls M33 Ka0u papan kls M3

4 Ka0u balok Kls M35 Ka0u papan kls M36 Ka0u balok kls M37 Ka0u Papan Kls Btg8 Ba!bu M39 Ka0u Peran%ah M31 olken Ka0u * 8&1/4 $! Btg11 olken Ka0u * 2/4 $! Btg12 Ka0u list proil MC MATERIAL PENGIKAT

1 e!en / P$ 5 Kg ak2 e!en P$ Kg

3 e!en / P$ 4 Kg ak4 e!en arna Kg5 e!en abu abu Kg


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6 Kapur pa.a! ak7 Kapur pasang akD KERAMIK / PORSELIN

1 Porselin 11 + 11: putih B,2 Porselin 11 + 11: (arna B,3 Porselin 15 + 15: putih B,4 Porselin 15 + 15: (arna B,

5 Porselin 1 + 2: (arna B,6 Porselin 2 + 2: (arna B,7 Mo;aik 3 + 3 B,8 Kera!ik 1 + 2 B,9 Kera!ik 1 + 33 B,1 Kera!ik 15 + 15 B,11 Kera!ik 15 + 2 B,12 Kera!ik 2 + 2 B,13 Kera!ik 2 + 25 B,14 Kera!ik 25 + 25 B,15 Kera!ik 3 + 3 B,

16 Kera!ik 33 + 33 B,17 Kera!ik 33 + 33 anti slip B,18 Kera!ik 4 + 4 B,19 Kera!ik artistik 1 ' 2 B,2 Kera!ik artistik 1 ' 1 B,21 Kera!ik artistik 5 ' 2 B,22 Mar!er B,23 >elte' %arpet 1? (ool T& 21 M224 >elte' %arpet 8? (ool: 2? n0lon M225 loor har.ener erro)a' Kg35 Master%ron D D Kg36 ashta)el E= F aksesoris B,37 ashta)el E= F aksesoris G $er!in B,38 ashta)el =lu!iniu! " 1 Cobang # F aksesoris B,39 ashta)el =lu!iniu! " 2 Cobang # F aksesoris B,

4 Bak %u%i stainless steel B,41 Bak %u%i teraso B,42 ater .rain F aksesoris et43 ealtape B,44 Kloset Hongkok E= B,45 Kloset u.uk E= F aksesoris B,46 Kloset u.uk K= F aksesoris B,47 loor rain KM/$ B,49 >loor rain Bak =ir B,5 Kloset .u.uk / !ono blo%k F aksesoris B,

51 Kloset Aongkok perselin B,52 Kloset Aongkok teraso B,53 Bak teraso B,


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55 Ba.kip porseli F aksesoris B,56


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16 Plat asbes tebal 3:5 MM Cbr 17 =kustik ukuran 3 + 3 $! Cbr 18 =kustik ukuran 3 + 6 $! Cbr 19 =kustik ukuran 6 + 12 $! Cbr 2 ot boar. 4 + 8 + 4 MM Cbr 21 Proil alu!iniu! DTD M22 Ka(at seng polos Kg

23 a!set / ina bolt Bh24 =kustik ar! strong 6 + 12 $! Cbr 25 Cist ka0u proil M26 =sbes 1 + 1 M Cbr 27 0psu! boar. 12 + 24 $! tebal 9 MM Cbr 28 Bata pelapis .in.ing " 7 ' 3 ' 24 # $! B,29 Bata klinker " 5 ' 5 ' 24 # $! B,3 Batu paros M231 Batu Te!pel hita! M232 allpaper M3F BESI BETON, KAWAT & PAKU

1 Besi Beton * 6 MM Kg2 Besi Beton * 8 MM Kg3 Besi Beton * 1 MM Kg4 Besi Beton * 12 MM Kg5 Besi Beton * 16 MM Kg6 Besi Beton * 19 MM Kg7 Besi Beton * 2 MM Kg

8 Besi Beton Berulir Kg9 Besi ,olo M1 Ka(at kat Beton Kg11 Ka(at BronAong * 3 MM Kg12 Ka(at BronAong * 4 MM Kg

13 Ka(at BronAong * 5 MM Kg14 Ka(at uri / Pagar M15 Ka(at har!onika Kg16 Ka(at n0a!uk M217 Ka(at kassa M218 Ka(at burung M219 Paku Tripleks Kg2 Paku 3: 4: 5: 7 F 1 $M Kg21 Paku He!batan Kg22 Paku enk Kg23 Paku Jternit Kg24 Paku =r.eks Kg25 Paku pan%ing 6 ' 23 MM Kg26 Paku sekrup 3:5D Bh27 Paku hak panAang 15 $! Kg28 Besi strip 2 ' :3 ' 4 $! Kg29 Besi Presstresse. polos Kg3 Besi Aaring ka(at baAa Kg31 >or!tie / penAaga Aarak bekisting / spa%er Bh32 Besi proil > Kg33 Pintu besi baAa M234 Hen.ela besi M235 Hen.ela besi tahan api M2

36 Pintu gulung besi M237 Pintu lipat besi M238 uns%reen alu!iniu! M2


25/245

39 oll .oor M24 Pintu alu!iniu! M241 enetions blin.s M242 ertikals blin.s M2G BAHAN ATAP

1 eng gelo!bang BHC 3 CB2 eng plat BHC 3 CB

3 eng gelo!bang BHC 2 CB4 eng plat BHC 2 CB5 eng gal)anis CB6 =tap alu!iniu! gelo!bang BHC 3 CB7 =tap alu!iniu! gelo!bang tebal :55 M28 Eok =lu!iniu! Bls 3 / nok stan.ar 4 $! 18: 22 M29 =r.ek gelo!bang CB1 =tap ,arlek 3 + 11 + :5 $! CB11 Eok ,arlek 3 + 118 + :5 $! CB12 =tap uper.ek CB13 enteng beton B,

14 enteng palentong ke%il B,15 enteng palentong besar / super B,16 enteng ko.ok B,17 enteng bubung palentong ke%il B,18 enteng bubung palentong besar / super B,19 enteng bubung ko.ok B,2 enteng aspal CB21 enteng !etal CB22 enteng sirap B,23 oo light ibreglass CB35 =tap asbes gelo!bang "2:4+1:8 M#+ 6 MM CB36 =tap asbes gelo!bang "2:1+1:8 M#+ 6 MM CB

37 =tap asbes gelo!bang "1:8+1:8 M#+ 6 MM CB38 Bubung stel gelo!bang :92 ! CB39 Eok stel gelo!bang 1:5 M CB4 Eok stel gelo!bang 1:8 M CB41 Eok paten :92 M CB42 Eok paten 1:5 M CB43 Eok paten 1:8 M CB44 Eok stel rata :92 M CB45 Eok stel rata 1:5 M CB46 Eok genteng beton B,47 Eok genteng aspal B,48 Eok genteng !etal / .e%ra bon. B,

49 Eok sirap / seng plat 3D + 6D BAls 2 CB5 Plastik aerator B,51 Eok enteng Beton B,52 =tap


26/245

64 =llu!iniu! B K65 =llu!iniu! $ KH CAT / MINYAK

1 $at Kilap Ka0u K2 $at Besi K3 Teak Iil K4 ernis Ctr

5 Politur Ctr 6 esi.u / ter Ctr 7 Min0ak $at CT8 Meni ka0u K9 Meni besi / lin%ote K1 Meni " rea. lea.# = K11 Meni " rea. lea.# B K12 $at in.ing / Te!bok K13 e!pul K14 =!plas Ka0u CB15 Karboliu! / esi.u K

16 =spal K17 Min0ak olar Ctr 18 Min0ak Pre!iu! Ctr 19 Min0ak Tanah Ctr 2 Min0ak bekisting Ctr 21 Pla!ur te!bok K22 Pla!ur ka0u K23 Ce! ka0u Ctr 24 Perekat K25 api.rant ln26 Pu;;.ith &1+ Ctr 27 o.a api K

28 abun K29 Kuas sapu B,3 Kalkariu! K31 Pengen%er Ctr I INSTALASI LAMPU

1 Ca!pu TC 1 att B,2 Ca!pu TC 2 att B,3 Ca!pu TC 4 att B,4 Bo' Ca!pu TC 1 att B,5 Bo' Ca!pu TC 2 att B,6 Bo' Ca!pu TC 4 att B,7 Ca!pu PiAar 6 att B,

8 Ca!pu Baret B,9 Ca!pu orot 5 att B,1 top Kontak B,11 ekring Kas 1 roup B,12 ekring Kas 2 roup B,13 ekring Kas 3 roup B,14 Kabel E= M15 Pipa Paralon 1/4 D M16 aklar B,17 itting Te!pel B,18 itting antung B,

19 solator B,2 nstalasi TTK21 Pen0a!bungan Cistrik PCT C


27/245

1 Kun%i Pintu Lale 2 lag B,2 Kun%i tana! antik B,3 Kun%i tana! biasa B,4 Kun%i tana! Ka!ar !an.i B,5 Kun%i slin.er B,6 Kun%i selot B,7 Kun%i le!ari B,

8 Jngsel angin B,9 Jngsel Pintu ing Eilon B,1 Jngsel Hen.ela B,11 Jngsel Ce!ari B,12 pring knip B,13 oor %loser B,14 oor hol.er B,15 oor stop B,16 el pintu .orong B,17 ren.el Pintu B,18 ren.el Hen.ela B,

19 e!bok B,2 Kait =ngin Biasa B,21 Kait =ngin Kan%ing B,22 Tarikan Hen.ela B,23 Ka%a Cou)ers 8 Klip " lengkap tralis # JT24 Ka%a Eako Bening CB25 Ka%a Eako a0ben CB26 Ka%a tebal 3 !! Bening M227 Ka%a tebal 5 !! Bening M228 Ka%a tebal 8 !! Bening M229 Ka%a tebal 12 !! Bening M23 Ka%a tebal 3 !! a0ben M2

31 Ka%a tebal 5 !! a0ben M232 Ka%a tebal 8 !! a0ben M233 Ka%a tebal 12 !! a0ben M234 Ka%a bura! M235 Ka%a %er!in tebal 5 !! M236 Ka%a %er!in tebal 6 !! M237 Ka%a %er!in tebal 8 !! M238 Ka%a (ire glass tebal 5 MM M239 Ka%a patri tebal 5!! M24 tang Cou)ers 8 Kilp JT41 ealent Kg42 Ka(at E0a!uk Besi M2

43 Ka(at E0a!uk Plastik M244 Ka(at E0a!uk =lu!iniu! Parabola M2K INSTALASI PERPIPAAN & AKSESORIS

1 Pipa P 1/2D Me.iu! = M2 Pipa P 3/4 Me.iu! = M3 Pipa P 1D Me.iu! = M4 Pipa P 2D Me.iu! = M5 Pipa P 3D Me.iu! = M6 Pipa P 4D Me.iu! = M7 Pipa P 6D Me.iu! = M8 Pipa P 8D Me.iu! = M

9 Pipa P 1/2D Me.iu! B M1 Pipa P 3/4 Me.iu! B M11 Pipa P 1D Me.iu! B M


28/245

13 Pipa P 3D Me.iu! B M14 Pipa P 4D Me.iu! B M15 Pipa P 6D Me.iu! B M16 Pipa P 8D Me.iu! B M17 Pipa PJ * " 2 MM + 2: MM # / 1/2D M18 Pipa PJ * " 25 MM + 2:3 MM # / 3/4D M19 Pipa PJ * " 32 MM + 2:9 MM # / 1D M

2 Pipa PJ * " 63 MM + 5:8 MM # / 2D M21 Pipa PJ * " 9 MM + 8:2 MM # / 3D M22 Pipa PJ * " 11 MM + 1: MM # / 4D M23 Pipa PJ * " 14 MM + 12:7 MM # / 5D M24 Pipa PJ * " 16 MM + 14:6 MM # / 6D M25 Pipa tanah * 15 $! B,26 Pipa beton * 15 & 2 $! B,27 Pipa beton * 3 & 1 $! B,28 =lat Bantu JT29 al)e P ia!eter 3D B,3 al)e P ia!eter 4D B,

31 al)e P ia!eter 6D B,32 al)e P ia!eter 8D B,33 =ir al)e P ia!eter 3D B,34 =ir al)e P ia!eter 4D B,35 =ir al)e P ia!eter 6D B,36 =ir al)e P ia!eter 8D B,37 Kopling P * 2D B,38 Kopling P * 3D B,39 Kopling P * 4D B,4 Kopling P * 6D B,41 Kopling P * 8D B,42 top Kran =ir * 3/4D B,

43 Kran =ir * 1/2D B,44 Kran =ir ashta)el * 1/2D B,45 troro' & 1 Kg46 ater stop lebar 15 MM M47 ater stop lebar 2 MM M48 ater stop lebar 23 MM M49 ater stop lebar 25 MM M5 ater stop lebar 3 MM M51 ater stop lebar 32 MM ML DAFTAR UPAH PEKERJAAN

1 PekerAa Irg/,r 2 Tukang Irg/,r

3 Kepala tukang Irg/,r 4 Man.or Irg/,r


29/245

TI TAHAP II

HARGA

+R.

p 194:444-44p 194:444-44p 194:444-44

p 2:-p 194:444-44 342:-p 194:444-44p 194:444-44

p 5:-

p 361:111-11p 361:111-11p 361:111-11p 361:111-11p 85-p 85-p 3:-p 2:-p 2:5-p 1:-p 1:-

p 1:-p 1:-p 1:-p 1:-p 1:-p 5:-p 1:2-p 5:-

p 4:75:-p 3:5:-p 2:6:-

p 2:5:-p 1:4:-p 1:2:-p 1:2:-p 1:-p 1:8:-p 14:79-82 39-63 p 14:79-82p 4:-

p 53:-p 1:6-

p 42:4-p 4:-p 4


30/245

p 6:-p 6:-

p 1:-p 1:428-57p 1:388-89p 1:666-67p 2:-p 2:5-p 6:25-p 5:555-56

p 5:555-56p 6:666-67p 12:5-p 1:2-p 6-p 6-p 75:-

p 2:-p 25:-p 25:-p 5:-

p 3:-p 35:-p 25:-p 5:-p 28:-p 3:-p 3:-p 4:-p 25:-p 15:-p 3:-

p 5:-p 75:-p 5:-


31/245

p 2:-p 2:-

p 2:5-p 7:5-

p 5:-

p 45:-p 5:-p 55:-p 1:-p 8:-p 1:-p 5:-p 6:-p 75:-p 125:-

p 15:-


32/245

p 3:-p 45:-p 75:-

p 4:-

p 125:-p 85-p 1:2-p 1:2-p 3:5-p 2:-

p 1:-p 1:-p 1:-p 1:-p 1:-p 1:-p 1:-

p 11:5-

p 14:85-p 16:-p 15:-p 15:-

p 15:-p 1:25-p 25:-p 2:-p 2:-p 2:-p 17:5-p 17:5-p 2:-p 17:5-p 2:-p 25:-p 2:-p 17:5-p 25:-p 17:5-

p 2:-p 4:-p 25:-p 3:-

p 35:-p 35:-p 3:-


33/245

p 75:-p 3:-

p 5:-p 57:5-

p 4:-p 47:5-p 45:-p 5:-p 54:-p 45:-p 5:-p 65:-p 55:-

p 6:5-


34/245


35/245


36/245


37/245

DAFTAR ANALISA

HARGA SATUAN PEKERJAAN

NO URAIAN PEKERJAANKODE HARGA SATUAN

ANALISA +R.

1 2 3 4

I PEKERJAAN PERSIAPAN

1 1000 M PAGAR SEMENTARA DARI 6-1

KAYU TINGGI 2 M 3

B a h a n ; 6-1-1

1-25 Btg 2-5 Kg e!en Portlan. -5 M3 Pasir beton -9 M3 Koral / Kerikil beton -72 M3 Balok ka0u Klas 5/7

-6 Kg Paku biasa -4 Ctr esi.u

T e n a g a ; 6-1-2

-2 Ih Tukang ka0u -4 Ih PekerAa -2 Ih Kepala tukang -2 Ih Man.or


SENG GELOMBANG TINGGI 2 M 3

B a h a n ; 6-2-1

1-25 Btg 2-5 Kg e!en Portlan. 1-2 Cbr eng elo!bang BAls -2 -5 M3 Pasir beton

-9 M3 Koral / Kerikil beton -72 M3 Balok ka0u Klas 5/7

-6 Kg Paku biasa -45 Kg Meni besi

T e n a g a ; 6-2-2



KAWAT DURI TINGGI 1, M 3

B a h a n ; 6-3-1

1- Btg 2- Kg e!en Portlan. 25- Kg Ka(at .uri -5 M3 Pasir beton -9 M3 Koral / Kerikil beton -6 Kg Paku biasa

T e n a g a ; 6-3-2


% 1000 M M PENGUKURAN DAN PASANG 6-4

olken Ka0u * 8&1/4 $M




38/245

-12 M3 Balok ka0u Klas 5/7-2 Kg Paku biasa

-7 M3 Papan ka0u Klas 3/2 T e n a g a ; 6-4-2


5 1000 M2 M2 PEMBUATAN KANTOR 6-5

SEMENTARA, DENGAN LANTAI PLESTERAN 3

B a h a n ; 6-5-1

1-25 Btg -18 M3 Ka0u Klas -85 Kg Paku biasa 1-1 Kg Besi strip 35- Kg e!en portlan. -15 M3 Pasir pasang -1 M3 Pasir beton -15 M3 Koral / Kerikil beton 3- Bh Batu Bata -25 Cbr eng plat 2- et Hen.ela Eako -8 M2 Ka%a polos tebal 5 !! -15 Bh Kun%i tana! -6 Cbr Tripleks 4 !!

T e n a g a ; 6-5-2

2- Ih Tukang ka0u 1- Ih Tukang batu 2- Ih PekerAa -3 Ih Kepala tukang

-5 Ih Man.or

6 1000 M2 M2 PEMBUATAN GUDANG 6-6

SEMEN DAN ALAT7ALAT 3

B a h a n ; 6-6-1

1-7 Btg -21 M3 M3 Ka0u Klas -3 Kg Kg Paku biasa 1-5 Kg Kg e!en portlan. -3 M3 M3 Pasir beton -5 M3 M3 Koral / Kerikil beton 1-5 Cbr Cbr eng gelo!bang BAls :2

T e n a g a ; 6-6-2 2- Ih I, Tukang ka0u 1- Ih I, PekerAa -2 Ih I, Kepala tukang -5 Ih I, Man.or

8 1000 M2 PEMBUATAN RUMAH JAGA 6-7

KONSTRUKSI KAYU 3

B a h a n ; 6-7-1

3- Btg -276 M3 Ka0u Klas -7 Kg Paku biasa 1-5 Cbr eng gelo!bang BAls :2

T e n a g a ; 6-7-2


Btg olken Ka0u * 8&1/4 $M



39/245

-15 Ih Kepala tukang -5 Ih Man.or

1000 M2 MEMBERSIHKAN LOKASI 6-8

DAN PERATAAN 3

T e n a g a ; 6-8-1

-1 Ih PekerAa -5 Ih Man.or

9 1000 M2 PEMBUATAN BEDENG / 6-9

BARAK BURUH 3

B a h a n ; 6-9-1

1-25 Btg olken Ka0u * 8&1/4 $M -186 M3 Ka0u Klas -3 Kg Paku biasa 18- Kg e!en portlan. -3 M3 Pasir beton -5 M3 Koral / Kerikil beton 1-5 Cbr eng gelo!bang BAls :2 1-35 Cbr Tripleks 4 !!

T e n a g a ; 6-9-2

2- Ih Tukang ka0u 1- Ih PekerAa -2 Ih Kepala tukang -5 Ih Man.or

10 1000 M2 PEMBUATAN BAK ADUKAN 6-1

UKURAN +%0 : 50 : 20. CM

B a h a n ; 6-1-1

-36 M3 Ka0u Terentang-8 Kg Paku biasa

1- Btg Balok ka0u Klas 5/7T e n a g a ; 6-1-2

-3 Ih Tukang ka0u -15 Ih Man.or

11 1000 M2 PEMBUATAN STEGGER DARI 6-11

BAMBU, UKURAN +%0 : 50 : 20. CM

B a h a n ; 6-11-1

1- Btg Ba!bu * 6&8/6 $M -25 Kg Tali Auk

T e n a g a ; 6-11-2

-17 Ih Tukang ka0u

-2 Ih Kepala tukang -25 Ih PekerAa -13 Ih Man.or

12 1000 M2 PEMBUATAN JALAN SEMENTARA 6-12

B a h a n ; 6-12-1

-15 M3 Batu Kali 15/2 -9 M3 Batu Pe%ah 5/7 -1 M3 Pasir pasang

T e n a g a ; 6-12-2

1- Ih PekerAa -5 Ih Man.or

14 1000 M4 BONGKARAN BETON BERTULANG 6-13


40/245

-333 Ih Man.or

1% 1000 M4 BONGKARAN DINDING TEMBOK 6-14

BATU BATA

T e n a g a ; 6-14-1

6-667 Ih PekerAa -33 Ih Man.or

15 1000 M2 PASANG PAGAR KAWAT JARING 6-15GAL"ANIS, TINGGI 1M

B a h a n ; 6-15-1

-434 Cbr Pagar ka(at Aaring T e n a g a ; 6-15-2

-42 Ih PekerAa -4 Ih Kepala tukang -42 Ih Tukang -2 Ih Man.or

16 1000 M PASANG PAGAR BETON 6-16

PRACETAK +5 : 50 : 214. CM

B a h a n ; 6-16-1

-986 Cbr Panel beton pra%etak -525 Btg Kolo! beton pra%etak -74 M3 Pasir beton -146 M3 Koral 2/3 45- Kg e!en portlan.

T e n a g a ; 6-16-2

-125 Ih Tukang batu -375 Ih PekerAa -12 Ih Kepala tukang -19 Ih Man.or

II PEKERJAAN TANAH

1 1000 M4 GALIAN TANAH BIASA 6-1

SEDALAM 1 M 3

T e n a g a ; 6-1-1

-75 Ih PekerAa 4:--25 Ih Man.or 5:-

J;


SEDALAM 2 M 3

T e n a g a ; 6-2-1

-9 Ih PekerAa 4:--45 Ih Man.or 5:-

J;


SEDALAM 4 M 3

T e n a g a ; 6-3-1

1-5 Ih PekerAa 4:--67 Ih Man.or 5:-

J;

% 1000 M4 GALIAN TANAH KERAS 6-4

SEDALAM 1 M 3

T e n a g a ; 6-4-1

1- Ih PekerAa 4:--32 Ih Man.or 5:-J;


41/245

T e n a g a ; 6-5-1

1-5 Ih PekerAa 4:--6 Ih Man.or 5:-

J;

6 1000 M4 GALIAN TANAH LUMPUR 6-6

SEDALAM 1 M 3

T e n a g a ; 6-6-1

1-2 Ih PekerAa

-45 Ih Man.or

8 1000 M2 PEKERJAAN STRIPPING 6-7

SETINGGI 1 M 3

T e n a g a ; 6-7-1


1000 M4 PEMBUANGAN TANAH 6-8

SEJAUH 40 M 3

T e n a g a ; 6-8-1


9 1000 M4 URUGAN KEMBALI GALIAN 6-9

TANAH BIASA SEDALAM 1 M 3

T e n a g a ; 6-9-1


1000 M4 URUGAN KEMBALI GALIAN 6-9


T e n a g a ; 6-9-1




T e n a g a ; 6-9-1



TANAH KERAS SEDALAM 1 M 3

T e n a g a ; 6-9-1



TANAH CADAS SEDALAM 1 M 3

T e n a g a ; 6-9-1



TANAH LUMPUR SEDALAM 1 M 3

T e n a g a ; 6-9-1


42/245

10 1000 M4 PEMADATAN TANAH +PER 20 CM. 3 6-1

T e n a g a ; 6-1-1


11 1000 M4 URUGAN PASIR 6-11

B a h a n ; 6-11-1

1-2 M3 Pasir


43/245


44/245

1-5 Ih PekerAa -75 Ih Tukang Batu -75 Ih Kepala Tukang -75 Ih Man.or

4 1000 M4 PASANG PONDASI 6-3

BATU BELAH / KALI 1PC 3 5PS

B a h a n ; 6-3-1

1-2 M3 Batu Belah / kali 15/2 $! 136- Kg e!en Portlan. -544 M3 Pasir Pasang

T e n a g a ; 6-3-2


% 1000 M4 PASANG PONDASI 6-4

BATU BELAH / KALI 1PC 3 6PS

B a h a n ; 6-4-1

1-2 M3 Batu Belah / kali 15/2 $! 117- Kg e!en Portlan. -561 M3 Pasir Pasang

T e n a g a ; 6-4-2



BATU BELAH / KALI 1PC 3 PS

B a h a n ; 6-5-1 1-2 M3 Batu Belah / kali 15/2 $! 91- Kg e!en Portlan. -584 M3 Pasir Pasang

T e n a g a ; 6-5-2


i# 1000 M4 PASANG PONDASI

BATU KALI 1KP 3 1SM 3 1PS

B a h a n ;

1-1 M3 Batu kali 15/2 -229 Kg Kapur Pa.a! -229 Kg e!en !erah -544 M3 Pasir Pasang

T e n a g a ;



BATU BELAH / KALI 1KP 3 1SM 3 2PS

B a h a n ; 6-6-1


45/245

-17 M3 e!en !erah -34 M3 Pasir Pasang

T e n a g a ; 6-6-2

1-5 Ih I, PekerAa -75 Ih I, Tukang Batu -75 Ih I, Kepala Tukang -75 Ih I, Man.or

# 1000 M4 PASANG PONDASI

BATU KALI 1PC 3 1/%KP 3 %PS

B a h a n ;

1-1 M3 Batu kali 15/2 156- Kg e!en Portlan. -32 Kg Kapur Pa.a! -584 M3 Pasir Pasang

T e n a g a ;



BATU BELAH / KALI 1PC 3 4KP 3 10PS

B a h a n ; 6-7-1

1-2 M3 Batu Belah / kali 15/2 $! 61- Kg e!en Portlan. -147 M3 Kapur Pa.a! -492 M3 Pasir Pasang

T e n a g a ; 6-7-2

1-5 Ih PekerAa -75 Ih Tukang Batu

-75 Ih Kepala Tukang -75 Ih Man.or

1000 M4 PASANG PONDASI 6-8

BATU BELAH / KALI 1/%PC 3 1KP 3 %PS

B a h a n ; 6-8-1

1-2 M3 Batu Belah / kali 15/2 $! 41- Kg e!en Portlan. -131 M3 Kapur Pa.a! -523 M3 Pasir Pasang

T e n a g a ; 6-8-2

1-5 Ih PekerAa

-75 Ih Tukang Batu -75 Ih Kepala Tukang -75 Ih Man.or

9 1000 M4 PASANG BATU KOSONG 6-9

+ AANSTAMPANG . 3

B a h a n ; 6-9-1

1-2 M3 Batu Belah / kali 15/2 $! -432 M3 Pasir urug

T e n a g a ; 6-9-2

-78 Ih PekerAa -39 Ih Tukang Batu -39 Ih Kepala Tukang -39 Ih Man.or


46/245

BETON 1PC 3 2PB 3 4KR DAN

%0= BATU BELAH / KALI 3

B a h a n ; 6-1-1

-48 M3 Batu Belah / kali 15/2 $! 194- Kg e!en Portlan. -312 M3 Pasir beton -468 M3 Koral beton 126- Kg Besi beton

1-8 Kg Ka(at beton T e n a g a ; 6-1-2



SUMURAN > 100 CM

B a h a n ; 6-11-1

-45 M3 Batu Belah / kali 15/2 $! 194- Kg e!en Portlan. -312 M3 Pasir beton -468 M3 Koral beton

T e n a g a ; 6-11-2


#i 1000 M PEMBUATAN TIANG PANCANG

+%0 : %0. CM

BETON BERTULANG

B a h a n ; -19 M3 Pasir urug -94 M3 Pasir beton -15 M3 Koral beton 6-5 Kg e!en Portlan. 45- Kg Besi beton -9 Kg Ka(at beton -32 M3 Balok ka0u Klas 5/7

-12 Kg Paku Biasa -9 Ctr Min0ak Bekesting -24 Kg Pla!ur Te!bok

T e n a g a ;

1- Ih PekerAa -67 Ih Tukang Batu -67 Ih Kepala Tukang -5 Ih Man.or

#ii 1000 M PEMBUATAN TIANG PANCANG 6-18

+45 : 45. CM

BETON BERTULANG

B a h a n ; 6-18-1

-16 M3 Pasir urug -8 M3 Pasir beton -125 M3 Koral beton 49- Kg e!en Portlan. 34-5 Kg Besi beton


47/245

-12 Kg Paku Biasa -9 Ctr Min0ak Bekesting -2 Kg Pla!uur Te!bok

T e n a g a ; 6-18-2


I" PEKERJAAN BETON

1 1000 M4 MEMBUAT BETON MUTU ?@ 8,% M! 6-1

+K 100., SLUMP +12 2. CM, W/C 0,8

B a h a n ; 6-1-1

247- Kg e!en Portlan. -621 M3 Pasir beton -74 M3 215- Ctr =ir

T e n a g a ; 6-1-2

1-65 Ih PekerAa


2 1000 M4 MEMBUAT BETON MUTU ?@ 9, M! 6-2

+K 125., SLUMP +12 2. CM, W/C 0,8

B a h a n ; 6-2-1


T e n a g a ; 6-2-2


C A T A T A N :

& Ha! kerAa eekti untuk tenaga kerAa .iperhitungkan 5 Aa! per&hari-

4 1000 M4 MEMBUAT BETON MUTU ?@ 12,2 M! 6-3

+K 150., SLUMP +12 2. CM, W/C 0,82

B a h a n ; 6-3-1


T e n a g a ; 6-3-2


% 1000 M4 MEMBUAT LANTAI KERJA BETON 6-4

MUTU ?@ 8,% M! +K 100.,SLUMP +476. CM, W/C 0,8

B a h a n ; 6-4-1

Koral beton "!aksi!u! * 3 !!#


& Bobot isi pasir 1-4 Kg/!3: Bobot isi kerikil / koral 1-35 Kg/!3: Bukling Factor pasir 2 ?-



48/245


49/245

9 1000 M4 MEMBUAT BETON MUTU ?@ 2%,0 M! 6-9

+K 285., SLUMP +12 2. CM, W/C 0,54

B a h a n ; 6-9-1


T e n a g a ; 6-9-2


10 1000 M4 MEMBUAT BETON MUTU ?@ 26,% M! 6-1

+K 400., SLUMP +12 2. CM, W/C 0,52

B a h a n ; 6-1-1


T e n a g a ; 6-1-2


11 1000 M4 MEMBUAT BETON MUTU ?@ 2, M! 6-11

+K 425., SLUMP +12 2. CM, W/C 0,%9

B a h a n ; 6-11-1

439- Kg e!en Portlan.

-479 M3 Pasir beton -745 M3 215- Ctr =ir

T e n a g a ; 6-11-2


12 1000 M4 MEMBUAT BETON MUTU ?@ 41,2 M! 6-12

+K 450., SLUMP +12 2. CM, W/C 0,%

B a h a n ; 6-12-1


T e n a g a ; 6-12-2


14 1000 M4 MEMBUAT BETON KEDAP AIR 6-13

DENGAN STRORO: 7 100

B a h a n ; 6-13-1

4- Kg e!en Portlan.






50/245

1-2 Kg troro' & 1 T e n a g a ; 6-13-2


1% 1000 M MEMASANG P"C WATERSTOP 6-14

LEBAR 150 MM

B a h a n ; 6-14-1

1-5 M aterstop lebar 15 !! T e n a g a ; 6-14-2

-6 Ih PekerAa -3 Ih Tukang Batu/Pipa -3 Ih Kepala Tukang -3 Ih Man.or

15 1000 M MEMASANG P"C WATERSTOP 6-15

LEBAR 200 MM

B a h a n ; 6-15-1

1-5 M aterstop lebar 2 !! T e n a g a ; 6-15-2

-7 Ih PekerAa -35 Ih Tukang Batu/Pipa -4 Ih Kepala Tukang -7 Ih Man.or

16 1000 M MEMASANG P"C WATERSTOP 6-16

LEBAR 240 MM 7 420 MM

B a h a n ; 6-16-1

1-5 M aterstop lebar 23 !! & 32 !!

T e n a g a ; 6-16-2 -8 Ih PekerAa -4 Ih Tukang Batu/Pipa -4 Ih Kepala Tukang -4 Ih Man.or

18 10000 K( PEMBESIAN DENGAN BESI POLOS 6-17

ATAU BESI ULIR

B a h a n ; 6-17-1

1-5 Kg Besi beton "polos/ulir#

-15 Kg Ka(at beton T e n a g a ; 6-17-2

-7 Ih PekerAa -7 Ih Tukang Besi -7 Ih Kepala Tukang -4 Ih Man.or

1 10000 K( MEMASANG KABEL PRESSTRESSED 6-18

POLOS / STRANDS

B a h a n ; 6-18-1

1-5 Kg Kabel presstresse. "polos/stran.s# -1 Kg Ka(at beton

T e n a g a ; 6-18-2

-5 Ih PekerAa


51/245

-3 Ih Man.or

19 10000 K( MEMASANG JARING KAWAT BAJA / 6-19

WIRE MESH

B a h a n ; 6-19-1

1-5 Kg Ka(at baAa .ilas -5 Kg Ka(at beton

T e n a g a ; 6-19-2

-25 Ih PekerAa -25 Ih Tukang Besi -25 Ih Kepala Tukang -1 Ih Man.or

20 1000 M2 BEKISTING UNTUK PONDASI 6-2

B a h a n ; 6-2-1

-4 M3 Ka0u Kls -3 Kg Paku 5 $! & 1 $! -1 Ctr Min0ak Bekisting

T e n a g a ; 6-2-2

-52 Ih PekerAa -26 Ih Tukang Ka0u -26 Ih Kepala Tukang -26 Ih Man.or

21 1000 M2 BEKISTING UNTUK SLOOF 6-21

B a h a n ; 6-21-1

-45 M3 Ka0u Kls -3 Kg Paku 5 $! & 1 $! -1 Ctr Min0ak Bekisting

T e n a g a ; 6-21-2

-52 Ih PekerAa

-26 Ih Tukang Ka0u -26 Ih Kepala Tukang -26 Ih Man.or

22 1000 M2 BEKISTING UNTUK KOLOM 6-22

B a h a n ; 6-22-1

-4 M3 Ka0u Kls -4 Kg Paku 5 $! & 12 $! -2 Ctr Min0ak Bekisting -15 M3 Ka0u Kls -35 M3 Pl0(oo. Tebal 9 !! 2- Btg

PanAang 4 !! T e n a g a ; 6-22-2


24 1000 M2 BEKISTING UNTUK BALOK 6-23

B a h a n ; 6-23-1

-4 M3 Ka0u Kls -4 Kg Paku 5 $! & 12 $! -2 Ctr Min0ak Bekisting -18 M3 Ka0u Kls -35 M3 Pl0(oo. Tebal 9 !!

olken Ka0u ala!: * "8&1# $!


52/245

T e n a g a ; 6-23-2


2% 1000 M2 BEKISTING UNTUK LANTAI 6-24

B a h a n ; 6-24-1


PanAang 4 !!

T e n a g a ; 6-24-2


25 1000 M2 BEKISTING UNTUK DINDING 6-25

B a h a n ; 6-25-1


PanAang 4 !!

T e n a g a ; 6-25-2


26 1000 M2 BEKISTING UNTUK TANGGA 6-26

B a h a n ; 6-26-1

-3 M3 Ka0u Kls -4 Kg Paku 5 $! & 12 $! -15 Ctr Min0ak Bekisting -15 M3 Ka0u Kls -35 M3 Pl0(oo. Tebal 9 !!

2- BtgPanAang 4 !!

T e n a g a ; 6-26-2


28 1000 M2 BEKISTING JEMBATAN UNTUK 6-27

PENGECORAN BETON

B a h a n ; 6-27-1

-264 M3 Ka0u Kls " Papan # -6 Kg Paku 5 $! & 12 $! -5 Btg




olken Ka0u ala!" kaso# * "8&1# $!


53/245


2 1000 M4 PONDASI BETON BERTULANG 6-28

+ 150 KG BESI BEKISTING .

B a h a n ; 6-28-1

-2 M3 Ka0u Kls 1-5 Kg Paku 5 $! & 12 $!

-4 Ctr Min0ak Bekisting 157-5 Kg Besi beton polos

2-25 Kg Ka(at beton 336- Kg e!ent Portlan. -54 M3 Pasir Beton -81 M3 Kerikil

T e n a g a ; 6-28-2

5-3 Ih PekerAa -275 Ih Tukang Batu 1-3 Ih Tukang Ka0u 1-5 Ih Tukang Besi -262 Ih Kepala Tukang -265 Ih Man.or

29 1000 M4 SLOOF BETON BERTULANG 6-29


B a h a n ; 6-29-1

-27 M3 Ka0u Kls 2- Kg Paku 5 $! & 12 $!

-6 Ctr Min0ak Bekisting 21- Kg Besi beton polos

3- Kg Ka(at beton 336- Kg e!ent Portlan. -54 M3 Pasir Beton -81 M3 Kerikil

T e n a g a ; 6-29-2


40 1000 M4 KOLOM BETON BERTULANG 6-3+ 400 KG BESI BEKISTING .

B a h a n ; 6-3-1

-4 M3 Ka0u Kls 4- Kg Paku 5 $! & 12 $!

2- Ctr Min0ak Bekisting 315- Kg Besi beton polos

4-5 Kg Ka(at beton 336- Kg e!ent Portlan. -54 M3 Pasir Beton -81 M3 Kerikil -15 M3 Ka0u Kelas balok 3-5 Cbr Pl0(oo. 9 !! 2- Btg olken Ka0u ala!: * "8&1# $!


54/245


41 1000 M4 BALOK BETON BERTULANG 6-31


B a h a n ; 6-31-1

-32 M3 Ka0u Kls 3-2 Kg Paku 5 $! & 12 $!

1-6 Ctr Min0ak Bekisting 21- Kg Besi beton polos

3- Kg Ka(at beton 336- Kg e!ent Portlan. -54 M3 Pasir Beton -81 M3 Kerikil -14 M3 Ka0u Kelas balok 2-8 Cbr Pl0(oo. 9 !! 16- Btg

PanAang 4 !!

T e n a g a ; 6-31-2


42 1000 M4 KOLOM BETON BERTULANG 6-32

+ 150 KG BESI BEKISTING . B a h a n ; 6-32-1

-32 M3 Ka0u Kls 3-2 Kg Paku 5 $! & 12 $!

1-6 Ctr Min0ak Bekisting 157-5 Kg Besi beton polos

2-25 Kg Ka(at beton 336- Kg e!ent Portlan. -54 M3 Pasir Beton -81 M3 Kerikil -12 M3 Ka0u Kelas balok 2-8 Cbr Pl0(oo. 9 !!

32- BtgPanAang 4 !!

T e n a g a ; 6-32-2


44 1000 M4 DINDING BETON BERTULANG 6-33


B a h a n ; 6-33-1

-24 M3 Ka0u Kls




55/245

157-5 Kg Besi beton polos2-25 Kg Ka(at beton

336- Kg e!ent Portlan. -54 M3 Pasir Beton -81 M3 Kerikil -16 M3 Ka0u Kelas balok 2-8 Cbr Pl0(oo. 9 !! 24- Btg

PanAang 4 !!

T e n a g a ; 6-33-2


4% 1000 M4 DINDING BETON BERTULANG 6-34


B a h a n ; 6-34-1

-25 M3 Ka0u Kls 3- Kg Paku 5 $! & 12 $!

1-2 Ctr Min0ak Bekisting 21- Kg Besi beton polos

3- Kg Ka(at beton 336- Kg e!ent Portlan. -54 M3 Pasir Beton -81 M3 Kerikil -15 M3 Ka0u Kelas balok 2-5 Cbr Pl0(oo. 9 !! 14- Btg

PanAang 4 !! T e n a g a ; 6-34-2


45 1000 M4 KOLOM PRAKTIS BETON BERTULANG 6-35

+ 11 : 11 . CM

B a h a n ; 6-35-1

-2 M3 Ka0u Kls -1 Kg Paku 5 $! & 12 $!

Ctr Min0ak Bekisting 3- Kg Besi beton polos

-45 Kg Ka(at beton 4- Kg e!ent Portlan. -6 M3 Pasir Beton -9 M3 Kerikil

T e n a g a ; 6-35-2

-18 Ih I, PekerAa -2 Ih I, Tukang Batu -2 Ih I, Tukang Ka0u -2 Ih I, Tukang Besi -6 Ih I, Kepala Tukang




56/245

46 1000 M4 RING BALOK BETON BERTULANG 6-36

+ 10 : 15 . CM

B a h a n ; 6-36-1

-3 M3 Ka0u Kls -2 Kg Paku 5 $! & 12 $!

Ctr Min0ak Bekisting 3-6 Kg Besi beton polos

-5 Kg Ka(at beton

5-5 Kg e!ent Portlan. -9 M3 Pasir Beton -15 M3 Kerikil

T e n a g a ; 6-36-2

-297 Ih PekerAa -33 Ih Tukang Batu -33 Ih Tukang Ka0u -33 Ih Tukang Besi -1 Ih Kepala Tukang -15 Ih Man.or

1 1000 M4 MEMBUAT BETON TUMBUK, 6-1

1PC 3 4PS 3 5KR

B a h a n ; 6-1-1

218- Kg e!en Portlan. -52 M3 Pasir beton -87 M3 Koral beton

T e n a g a ; 6-1-2


2 1000 M4 MEMBUAT BETON TUMBUK, 6-21PC 3 4PS 3 6KR

B a h a n ; 6-2-1


T e n a g a ; 6-2-2


4 1000 M4 MEMBUAT BETON TUMBUK, 6-31PC 3 %PS 3 6KR

B a h a n ; 6-3-1


T e n a g a ; 6-3-2


% 1000 M4 MEMBUAT LANTAI BETON TUMBUK, 6-4

1PC 3 4PS 3 5KR, TEBAL 5 CM


57/245

-26 M3 Pasir beton -44 M3 Koral beton

T e n a g a ; 6-4-2


5 1000 M4 MEMBUAT BETON BERTULANG, 6-5 1PC 3 2PS 3 4KR

B a h a n ; 6-5-1


T e n a g a ; 6-5-2


5 1000 M4 MEMBUAT BETON BERTULANG, 6-5

1PC 3 2PS 3 4KR

B a h a n ; 6-5-1


T e n a g a ; 6-5-2



1PC 3 2PS 3 %KR

B a h a n ; 6-6-1


T e n a g a ; 6-6-2



1PC 3 2PS 3 25KR

B a h a n ; 6-7-1


T e n a g a ; 6-7-2


1000 M4 MEMBUAT BETON BERTULANG, 6-8


58/245


T e n a g a ; 6-8-2



1PC 3 15PS 3 25KR

B a h a n ; 6-9-1


T e n a g a ; 6-9-2



1PC 3 1PS 3 2KR

B a h a n ; 6-1-1


T e n a g a ; 6-1-2

1-65 Ih PekerAa -25 Ih Tukang Batu -25 Ih Kepala Tukang

-8 Ih Man.or

11 1000 M4 MEMBUAT TIANG PANCANG 6-11

PRESTRESSED BETON

B a h a n ; 6-11-1

44- Kg e!en Portlan. -5 M3 Pasir beton -8 M3 Koral beton 2-46 ln api.rant

T e n a g a ; 6-11-2

1-65 Ih PekerAa -25 Ih Tukang Batu


12 1000 M4 MEMBUAT BETON DENGAN 6-12

PUDITH 7 100 :R

B a h a n ; 6-12-1

336- Kg e!en Portlan. -54 M3 Pasir beton -81 M3 Koral beton 1- Ctr Pu;;.ith & 1 +

T e n a g a ; 6-12-2

1-65 Ih PekerAa -25 Ih Tukang Batu -25 Ih Kepala Tukang


59/245


1PC 3 2PS 3 4KR

B a h a n ; 6-13-1


T e n a g a ; 6-13-2

2- Ih PekerAa

-35 Ih Tukang Batu -35 Ih Kepala Tukang 1- Ih Man.or

1% 1000 M4 MEMBUAT BETON BERTULANG, 6-14

1PC 3 2PS 3 %KR

B a h a n ; 6-14-1


T e n a g a ; 6-14-2

2- Ih PekerAa -35 Ih Tukang Batu -35 Ih Kepala Tukang 1- Ih Man.or


1PC 3 15PS 3 4KR

B a h a n ; 6-15-1

367- Kg e!en Portlan. -44 M3 Pasir beton -8 M3 Koral beton 2/3

T e n a g a ; 6-15-2



1PC 3 15PS 3 25KR

B a h a n ; 6-16-1

4- Kg e!en Portlan. -48 M3 Pasir beton -88 M3 Koral beton 2/3

T e n a g a ; 6-16-2



1PC 3 1PS 3 1KR

B a h a n ; 6-17-1


T e n a g a ; 6-17-2

2- Ih PekerAa -35 Ih Tukang Batu


60/245


MUTU K 225

B a h a n ; 6-35-1


T e n a g a ; 6-35-2

6- Ih PekerAa 1- Ih Tukang Batu -1 Ih Kepala Tukang -3 Ih Man.or


MUTU K 285

B a h a n ; 6-36-1


T e n a g a ; 6-36-2

6- Ih PekerAa 1- Ih Tukang Batu -1 Ih Kepala Tukang -3 Ih Man.or


MUTU K 285

B a h a n ; 6-36-1


T e n a g a ; 6-36-2 6- Ih PekerAa 1- Ih Tukang Batu -1 Ih Kepala Tukang -3 Ih Man.or

48 1000 M2 PASANG JEMBATAN COR 6-37

B a h a n ; 6-37-1

-264 M3 Ka0u kls -6 Kg Paku biasa -5 Btg olken ka0u gala! N 8&1/4 !

T e n a g a ; 6-37-2


%% 1000 M4 MEMBUAT TANGGA BETON 6-44

BERTULANG +200 KG BESI BEKISTING.

B a h a n ; 6-44-1

-25 M3 Ka0u Kls 3- Kg Paku biasa 1-2 Ctr Min0ak Bekisting 2- Kg Besi beton polos 3- Kg Ka(at beton 323- Kg e!en Portlan.


61/245


62/245

-3 Ih Man.or

1 1000 M2 PASANGAN BATA MERAH 6-1

TEBAL 1 BATA, 1PC 3 2PS

B a h a n ; 6-1-1

14- Bh Bata !erah 5 ' 11 ' 22 $! 43-5 Kg e!en Portlan. -8 M3 Pasir pasang

T e n a g a ; 6-1-2




B a h a n ; 6-2-1


T e n a g a ; 6-2-2



TEBAL 1 BATA, 1PC 3 %PS

B a h a n ; 6-3-1

14- Bh Bata !erah 5 ' 11 ' 22 $! 26-55 Kg e!en Portlan.

-93 M3 Pasir pasang T e n a g a ; 6-3-2


% 1000 M2 PASANGAN BATA MERAH 6-4


B a h a n ; 6-4-1

14- Bh Bata !erah 5 ' 11 ' 22 $! 22-2 Kg e!en Portlan.

-12 M3 Pasir pasang T e n a g a ; 6-4-2




B a h a n ; 6-5-1


T e n a g a ; 6-5-2


63/245



TEBAL 1 BATA,

1PC 3 4KP 3 10PS

B a h a n ; 6-6-1

14- Bh Bata !erah 5 ' 11 ' 22 $!

1-8 Kg e!en Portlan. -925 M3 Pasir pasang -275 M3 Kapur pa.a!

T e n a g a ; 6-6-2


ii 1000 M2 PASANGAN BATA MERAH

TEBAL 1/2 BATA,

1PC 3 1PS

B a h a n ;


T e n a g a ;



TEBAL 1/2 BATA,1PC 3 2PS

B a h a n ; 6-7-1


T e n a g a ; 6-7-2


1000 M2 PASANGAN BATA MERAH 6-8TEBAL 1/2 BATA,

1PC 3 4PS

B a h a n ; 6-8-1


T e n a g a ; 6-8-2




64/245

B a h a n ; 6-9-1


T e n a g a ; 6-9-2

-3 Ih PekerAa -1 Ih Tukang Batu -1 Ih Kepala Tukang

-15 Ih Man.or


TEBAL 1/2 BATA,

1PC 3 5PS

B a h a n ; 6-1-1


T e n a g a ; 6-1-2



TEBAL 1/2 BATA,

1PC 3 6PS

B a h a n ; 6-11-1


T e n a g a ; 6-11-2



TEBAL 1/2 BATA,

1PC 3 PS

B a h a n ; 6-12-1


T e n a g a ; 6-12-2 -3 Ih PekerAa -1 Ih Tukang Batu -1 Ih Kepala Tukang -15 Ih Man.or


TEBAL 1/2 BATA,

1PC 3 4K 3 10P*

B a h a n ; 6-13-1

7- Bh Bata !erah 5 ' 11 ' 22 $! 4-5 Kg e!en Portlan. -5 M3 Pasir pasang -15 M3 Kapur pa.a!


65/245


1% 1000 M2 PASANGAN BATA MERAH 6-14

TEBAL 1/2 BATA,

1K 3 1S 3 1P*

B a h a n ; 6-14-1

7- Bh Bata !erah 5 ' 11 ' 22 $! -18 M3 e!en !erah/bata !erah tu!buk -18 M3 Pasir pasang -18 M3 Kapur pa.a!

T e n a g a ; 6-14-2



TEBAL 1/2 BATA,

1K 3 1S 3 2P*

B a h a n ; 6-15-1

7- Bh Bata !erah 5 ' 11 ' 22 $! -14 Kg e!en !erah/bata !erah tu!buk -28 M3 Pasir pasang -14 M3 Kapur pa.a!

T e n a g a ; 6-15-2


16 1000 M2 PASANGAN DINDING 6-16

HOLLOWBLOCK +HB20. 1P@ 3 4P*

B a h a n ; 6-16-1

12-5 Bh ,ollo( blo%k ",B-2# 3-32 Kg e!en portlan. -728 M3 Pasir pasang -28 Kg

T e n a g a ; 6-16-2


-15 Ih Man.or


HOLLOWBLOCK +HB20. 1P@ 3 %P*

B a h a n ; 6-17-1


T e n a g a ; 6-17-2


Besi angkur * 8 !!

Besi angkur * 8 !!


66/245


B a h a n ; 6-18-1


T e n a g a ; 6-18-2

-36 Ih PekerAa




B a h a n ; 6-19-1


T e n a g a ; 6-19-2




B a h a n ; 6-2-1

12-5 Bh ,ollo( blo%k ",B-1# 15-16 Kg e!en portlan. -364 M3 Pasir pasang

-28 Kg T e n a g a ; 6-2-2




B a h a n ; 6-21-1

12-5 Bh ,ollo( blo%k ",B-1# 12-13 Kg e!en portlan.

-388 M3 Pasir pasang -28 Kg

T e n a g a ; 6-21-2


iii 1000 M2 PASANGAN DINDING

CONBLOCK +CB20.

B a h a n ;

12-5 Bh $on%rete blo%k "$B-2# 14-5 Kg e!en portlan. -4 M3 Pasir Beton

besi angkur * 8 !!

Besi angkur * 8 !!

Besi angkur * 8 !!

besi angkur * 8 !!


67/245

-6 Kg Paku biasa 2D & 5D -1 M3 Ka0u trentang -3 Kg Ka(at beton -5 Kg Koral beton

T e n a g a ;

-37 Ih PekerAa -157 Ih Tukang Batu -7 Ih Tukang Besi


i# 1000 M2 PASANGAN DINDING

CONBLOCK +CB15.

B a h a n ;

12-5 Bh $on%rete blo%k "$B-15# 1-46 Kg e!en portlan. -3 M3 Pasir Beton -32 M3 Pasir Pasang -87 Kg -4 Kg Paku biasa 2D & 5D -1 M3 Ka0u trentang -2 Kg Ka(at beton -4 Kg Koral beton

T e n a g a ;

-34 Ih PekerAa -13 Ih Tukang Batu -7 Ih Tukang Besi -137 Ih Kepala Tukang -17 Ih Man.or

# 1000 M2 PASNGAN DINDING

CONBLOCK +CB10. B a h a n ;

12-5 Bh $on%rete blo%k "$B-1# 7-2 Kg e!en portlan. -2 M3 Pasir Beton -21 M3 Pasir Pasang 2-54 Kg Besi Beton Polos

-3 Kg Paku biasa 2D & 5D -1 M3 Ka0u trentang -15 Kg Ka(at beton -3 Kg Koral beton

T e n a g a ;

-34 Ih PekerAa -17 Ih Tukang Batu -7 Ih Tukang Besi -114 Ih Kepala Tukang -17 Ih Man.or

#i 1000 M2 M2 PASANG DINDING LANTAI

B a h a n ;

2-5 Bh Bon.bea! 4'2'2 $! 5-1 Kg e!en portlan. -8 M3 Pasir Beton 1-5 Kg Besi Beton Polos

-15 Kg Koral beton T e n a g a ;

Besi Beton Polos * 8 !!


68/245

-3 Ih Tukang Besi -6 Ih Kepala Tukang -5 Ih Man.or


ROSTER/TERAWANG +12112%. C

1P@ 3 4P*

B a h a n ; 6-22-1

3- Bh oster / Tera(ang 14- Kg e!en portlan. -32 M3 Pasir Pasang

T e n a g a ; 6-22-2



ROSTER/TERAWANG +12112%. C

1P@ 3 %P*

B a h a n ; 6-23-1

3- Bh oster / Tera(ang 11- Kg e!en portlan. -35 M3 Pasir Pasang

T e n a g a ; 6-23-2


2% 1000 M2 PASANG BATA BERONGGA EKSPOSE 6-24

UKURAN +15112%. C 1P@ 3 4P* B a h a n ; 6-24-1

7- Bh Bata Berongga ekspose 14- Kg e!en portlan. -32 M3 Pasir Pasang

T e n a g a ; 6-24-2


#ii 1000 M2 PASANG DINDING 6-27

ANYAMAN BAMBU, RANGKA KAYU

B a h a n ; 6-27-1

1-5 M2 Bilik Ba!bu -14 M3 Ka0u 5/7 -12 Kg Paku -3 M3 Cist Ka0u 2/4

T e n a g a ; 6-27-2


"I PEKERJAAN PLESTERAN

1 1000 M2 PLESTERAN 1PC 3 1PS, TEBAL 15 MM 6-1


69/245

-16 M3 Pasir Pasang T e n a g a ; 6-1-2


2 1000 M2 M2 PLESTERAN 1PC 3 2PS, TEBAL 15 MM 6-2

B a h a n ; 6-2-1

1-224 Kg e!en Portlan. -2 M3 Pasir Pasang

T e n a g a ; 6-2-2



B a h a n ; 6-3-1


T e n a g a ; 6-3-2


% 1000 M2 PLESTERAN 1PC 3 %PS, TEBAL 15 MM 6-4

B a h a n ; 6-4-1


T e n a g a ; 6-4-2



B a h a n ; 6-5-1


T e n a g a ; 6-5-2 -3 Ih PekerAa -15 Ih Tukang Batu -15 Ih Kepala Tukang -1 Ih Man.or


B a h a n ; 6-6-1


T e n a g a ; 6-6-2



70/245


71/245

-7 M3 e!en !erah -7 M3 Kapur pa.a! -15 M3 Pasir Pasang

T e n a g a ; 6-12-2


i 1000 M2 PLESTERAN 1PC 3 4K 3 10P*

TEBAL 15 MM 3

B a h a n ;

1-84 Kg e!en Portlan. -6 M3 Kapur pa.a! -14 M3 Pasir Pasang

T e n a g a ;


ii 1000 M2 PLESTERAN 0,5PC 3 1K 3 %P*

TEBAL 15 MM 3

B a h a n ;

3- Kg e!en Portlan. -5 M3 Kapur pa.a! -19 M3 Pasir Pasang

T e n a g a ;


-1 Ih Man.or

14 1000 M2 PLESTERAN 1P@ 3 2P* 6-13

TEBAL 20 MM 3

B a h a n ; 6-13-1

13-632 Kg e!en portlan. -27 M3 Pasir Pasang

T e n a g a ; 6-13-2


1% 1000 M2 PLESTERAN 1P@ 3 4P* 6-14

TEBAL 20 MM 3

B a h a n ; 6-14-1


T e n a g a ; 6-14-2


15 1000 M2 PLESTERAN 1P@ 3 %P* 6-15

TEBAL 20 MM 3


72/245

-32 M3 Pasir Pasang T e n a g a ; 6-15-2


16 1000 M2 PLESTERAN 1P@ 3 5P* 6-16

TEBAL 20 MM 3

B a h a n ; 6-16-1


T e n a g a ; 6-16-2


18 1000 M2 PLESTERAN 1P@ 3 6P* 6-17

TEBAL 20 MM 3

B a h a n ; 6-17-1


T e n a g a ; 6-17-2


1 1000 M2 PLESTERAN 1SM 3 1KP 3 2PS 6-18

TEBAL 20 MM 3

B a h a n ; 6-18-1 -9 Kg e!en !erah -9 M3 Kapur pa.a! -18 M3 Pasir Pasang

T e n a g a ; 6-18-2


iii 1000 M2 PLESTERAN 1P@ 3 2P*

TEBAL 25 MM 3

B a h a n ;


T e n a g a ;


i# 1000 M2 PLESTERAN 1P@ 3 4P*

TEBAL 25 MM 3

B a h a n ;



73/245


# 1000 M2 PLESTERAN 1P@ 3 %P*

TEBAL 25 MM 3

B a h a n ;

9-48 Kg e!en portlan.

-38 M3 Pasir Pasang T e n a g a ;


#i 1000 M2 PLESTERAN 1P@ 3 5P*

TEBAL 25 MM 3

B a h a n ;


T e n a g a ;


#ii 1000 M2 PLESTERAN 1P@ 3 2P*

TEBAL 40 MM 3

B a h a n ;


T e n a g a ; -32 Ih PekerAa -25 Ih Tukang Batu -25 Ih Kepala Tukang -15 Ih Man.or

#iii 1000 M2 PLESTERAN 1P@ 3 4P*

TEBAL 40 MM 3

B a h a n ;


T e n a g a ;


i 1000 M2 PLESTERAN 1P@ 3 %P*

TEBAL 40 MM 3

B a h a n ;


T e n a g a ;



74/245

1000 M2 PLESTERAN 1P@ 3 5P*

TEBAL 40 MM 3

B a h a n ;


T e n a g a ;

-32 Ih PekerAa -25 Ih Tukang Batu


i 1000 M2 BERAPEN 1P@ 3 4P*

TEBAL 40 MM 3

B a h a n ;


T e n a g a ;


19 1000 M2 BERAPEN 1P@ 3 5P* 6-19

TEBAL 15 MM 3

B a h a n ; 6-19-1


T e n a g a ; 6-19-2


-8 Ih Man.or

ii 1000 M2 PLESTERAN BETON 1P@ 3 2P*

TEBAL 15 MM 3

B a h a n ;


T e n a g a ;

-26 Ih PekerAa -2 Ih Tukang Batu


iii 1000 M2 PLESTERAN BETON 1P@ 3 4P*

TEBAL 15 MM 3

B a h a n ;


T e n a g a ;



75/245

B a h a n ; 6-2-1

-5 Kg e!en portlan. -13 M3 Pasir Pasang

T e n a g a ; 6-2-2


21 1000 M2 PLESTERAN GRANIT 1PC 3 2 GRANIT 6-21

TEBAL 10 MM 3

B a h a n ; 6-21-1

1- Kg Portlan. se!en 15- Kg Batu ranit

T e n a g a ; 6-21-2


22 1000 M2 PLESTERAN TERASO 1PC 6-22

3 2 BATU TERASO, TEBAL 10 MM 3

B a h a n ; 6-22-1

1- Kg Portlan. se!en 15- Kg Batu Teraso

T e n a g a ; 6-22-2


24 1000 M2 PLESTERAN CIPRAT 1PC 3 2PS 6-23 B a h a n ; 6-23-1


T e n a g a ; 6-23-2


2% 1000 M2 FINISHING SIAR PASANGAN DINDING 6-24

BATA MERAH + 20 M .

B a h a n ; 6-24-1 3-18 Kg e!en portlan.

T e n a g a ; 6-24-2


25 1000 M2 FINISHING SIAR PASANGAN DINDING 6-25

CONBLOCK EKSPOSE + M .

B a h a n ; 6-25-1

1-6 Kg e!en portlan. T e n a g a ; 6-25-2

-7 Ih PekerAa


76/245

-4 Ih Man.or

26 1000 M2 FINISHING SIAR PASANGAN BATU 6-26

KALI ADUKAN 1 PC 3 2 PS

B a h a n ; 6-26-1


T e n a g a ; 6-26-2


28 1000 M2 ACIAN 6-27

B a h a n ; 6-27-1

3-25 Kg e!en portlan. T e n a g a ; 6-27-2


i# 1000 M2 PLESTERAN SIAR ADUKAN

1PC 3 2PS

B a h a n ;


T e n a g a ;


-8 Ih Man.or

# 1000 M2 PLESTERAN WATER FROOF

BATACOTE 4 LAPIS 3

B a h a n ;

-5 Kg e!en portlan. 2-9 Kg Bata $ote -6 M3 Pasir Pasang

T e n a g a ;


-15 Ih Man.or

"II PEKERJAAN KAYU

1 1000 M4 PASANG KUSEN PINTU DAN KUSEN 6-1

JENDELA, KAYU KELAS I

B a h a n ; 6-1-1

1-2 M3 Balok ka0u Kelas 1-25 Kg Paku 1 %! 1- Kg Ce! ka0u

T e n a g a ; 6-1-2

7- Ih PekerAa 21- Ih Tukang ka0u 2-1 Ih Kepala Tukang -35 Ih Man.or


77/245

JENDELA, KAYU KELAS II

B a h a n ; 6-2-1

1-2 M3 Balok ka0u Kelas 1-25 Kg Paku 1 %! 1- Kg Ce! ka0u

T e n a g a ; 6-2-2

6- Ih PekerAa 18- Ih Tukang ka0u

1-8 Ih Kepala Tukang -3 Ih Man.or

4 1000 M2 PASANG PINTU KLAMP STANDAR 6-3

KAYU KELAS II

B a h a n ; 6-3-1

-4 M3 Papan ka0u Kelas -5 Kg Paku 5 & 7 %!

T e n a g a ; 6-3-2

-35 Ih PekerAa 1-5 Ih Tukang ka0u -15 Ih Kepala Tukang -18 Ih Man.or

% 1000 M2 PASANG PINTU KLAMP STANDAR 6-4

KAYU KELAS III

B a h a n ; 6-4-1

-4 M3 Papan ka0u Kelas -5 Kg Paku 5 & 7 %!

T e n a g a ; 6-4-2

-35 Ih PekerAa 1-5 Ih Tukang ka0u -15 Ih Kepala Tukang

-18 Ih Man.or

5 1000 M2 PASANG PINTU PANEL 6-5

! KAYU KELAS I

B a h a n ; 6-5-1

-4 M3 Papan ka0u Kelas -5 Kg Ce! ka0u

T e n a g a ; 6-5-2

1- Ih PekerAa 3- Ih Tukang ka0u -3 Ih Kepala Tukang -5 Ih Man.or

5 1000 M2 PASANG PINTU PANEL

KAYU KELAS II

B a h a n ;

-4 M3 Papan ka0u Kelas -5 Kg Ce! ka0u

T e n a g a ;

1- Ih PekerAa 3- Ih Tukang ka0u -3 Ih Kepala Tukang -5 Ih Man.or


78/245


79/245

B a h a n ; 6-9-1

-256 M3 Papan ka0u Kelas -3 Kg Paku 1 & 2:5 $! -5 Kg Ce! Ka0u 1- Cbr Pl0(oo. tebal 4 !! "9 ' 22# $!

T e n a g a ; 6-9-2

-8 Ih PekerAa 2-4 Ih Tukang ka0u


9 1000 M2 PASANG PINTU PLYWOOD

RANGKAP, RANGKA EKSPOSE

KAYU KELAS II

B a h a n ;

-256 M3 Papan ka0u Kelas -3 Kg Paku 1 & 2:5 $! -5 Kg Ce! Ka0u 1- Cbr Pl0(oo. tebal 4 !! "9 ' 22# $!

T e n a g a ;


10 1000 M2 PASANG JALUSI KUSEN 6-1

! KAYU KELAS I

B a h a n ; 6-1-1

-6 M3 Papan ka0u Kelas -15 Kg Paku 1 & 2:5 $!

T e n a g a ; 6-1-2

-67 Ih PekerAa 2- Ih Tukang ka0u -2 Ih Kepala Tukang -335 Ih Man.or

10 1000 M2 PASANG JALUSI KUSEN

KAYU KELAS II

B a h a n ;


T e n a g a ;

-67 Ih PekerAa

2- Ih Tukang ka0u -2 Ih Kepala Tukang -335 Ih Man.or

11 1000 M2 PASANG PINTU TEAKWOOD 6-19

! RANGKAP, RANGKA EKSPOSE

KAYU KELAS I

B a h a n ; 6-19-1

-25 M3 Papan ka0u Kelas -3 Kg Paku 1 & 2:5 $! -3 Kg Ce! Ka0u 1- Cbr Teak (oo. tebal 4 !! "9 ' 22# $!

T e n a g a ; 6-19-2

-8 Ih PekerAa


80/245

-4 Ih Man.or

11 1000 M2 PASANG PINTU TEAKWOOD

RANGKAP, RANGKA EKSPOSE

KAYU KELAS II

B a h a n ;


-3 Kg Ce! Ka0u 1- Cbr Teak (oo. tebal 4 !! "9 ' 22# $!

T e n a g a ;


i 1000 M2 PASANG PINTU PLYWOOD DAN

FORMATIKA, RANGKA KAYU JATI

B a h a n ;

-196 M3 Ka0u Aati: papan -3 Kg Paku Biasa 1/2D & 1D

-8 Ctr Ce! Ka0u 1- Cbr Pl0(oo. 4 ' 8 ' 4 !! -5 Cbr >or!ati%a

T e n a g a ;


ii 1000 M2 PASANG PINTU PLYWOOD DAN

FORMATIKA, RANGKA KAYU KAMPER B a h a n ;

-196 M3 Ka0u ka!per: papan -3 Kg Paku Biasa 1/2D & 1D

-8 Ctr Ce! Ka0u 1- Cbr Pl0(oo. 4 ' 8 ' 4 !! -5 Cbr >or!ati%a 4D ' 8D

T e n a g a ;


12 1000 M2 PASANG PINTU TEAKWOOD DAN 6-12

RANGKAP LAPIS FORMATIKA, RANGKA

EKSPOSE KAYU KELAS II

B a h a n ; 6-12-1

-25 M3 Papan ka0u Kelas -3 Kg Paku 1 & 2:5 $! -8 Kg Ce! Ka0u 1- Cbr Teak (oo. tebal 4 !! "9 ' 22# $! -5 Cbr >or!ati%a

T e n a g a ; 6-12-2

-85 Ih PekerAa 2-55 Ih Tukang ka0u -255 Ih Kepala Tukang


81/245

iii 1000 M2 PASANG PINTU TEAKWOOD DAN 6-24

FORMATIKA RANGKA KAYU JATI

+DI"ERNIS.

B a h a n ; 6-24-1


-8 Ctr Ce! Ka0u -5 Cbr teak(oo. 4 ' 8 ' 4 !!

-5 Ctr ernis -5 Cbr >or!ati%a 4D ' 8D

T e n a g a ; 6-24-2


i# 1000 M2 PASANG PINTU FORMATIKA 6-25

DOUBLE, RANGKA KAYU JATI

B a h a n ; 6-25-1


1-2 Ctr Ce! Ka0u 1- Cbr Pl0(oo. 4 ' 8 ' 4 !! 1- Cbr >or!ati%a 4D ' 8D

T e n a g a ; 6-25-2

1- Ih PekerAa 2-6 Ih Tukang ka0u -26 Ih Kepala Tukang -5 Ih Man.or

# 1000 M2 PASANG PINTU FORMATIKA 6-26

DOUBLE, RANGKA KAYU KAMPER B a h a n ; 6-26-1

-196 M3 Ka0u ka!per: papan -3 Kg Paku Biasa 1/2D & 1D

1-2 Ctr Ce! Ka0u 1- Cbr Pl0(oo. 4 ' 8 ' 4 !! 1- Cbr >or!ati%a 4D ' 8D

T e n a g a ; 6-26-2

1- Ih PekerAa 2-6 Ih Tukang ka0u -26 Ih Kepala Tukang -5 Ih Man.or

14 1000 M4 PASANG KONSTRUKSI KUDA7KUDA 6-13

! KON"ENSIONAL KAYU KELAS I

BENTANG 6 M

B a h a n ; 6-13-1

1-1 M3 Balok ka0u Kelas 15- Kg besi strip tebal 5 !! 5-6 Kg Paku 12 %!

T e n a g a ; 6-13-2



82/245

BENTANG 6 M

B a h a n ;


T e n a g a ;

4- Ih PekerAa 12- Ih Tukang ka0u

1-2 Ih Kepala Tukang -2 Ih Man.or

14 1000 M4 PASANG KONSTRUKSI KUDA7KUDA

@ KON"ENSIONAL KAYU KELAS III

BENTANG 6 M

B a h a n ;


T e n a g a ;


1% 1000 M4 PASANG KONSTRUKSI KUDA7KUDA 6-14

EKSPOSE KAYU KELAS I

B a h a n ; 6-14-1


T e n a g a ; 6-14-2

6-7 Ih PekerAa 2-1 Ih Tukang ka0u 2-1 Ih Kepala Tukang -335 Ih Man.or

15 1000 M4 PASANG KONSTRUKSI GORDENG 6-15

KAYU KELAS II

B a h a n ; 6-15-1

1-1 M3 Balok ka0u Kelas 15- Kg besi strip tebal 5 !! 3- Kg Paku 12 %!

T e n a g a ; 6-15-2

2-4 Ih PekerAa 7-2 Ih Tukang ka0u -72 Ih Kepala Tukang -12 Ih Man.or

16 1000 M2 PASANG RANGKA ATAP GENTENG 6-16

KERAMIK KAYU KELAS II

B a h a n ; 6-16-1

-14 M3 Kaso&kaso " 5 ' 7 # %!-36 M3 eng " 2 ' 3 # %!-25 Kg Paku 5 %! .an 1 %!

T e n a g a ; 6-16-2

-1 Ih PekerAa -1 Ih Tukang ka0u


83/245

18 1000 M2 PASANG RANGKA ATAP GENTENG 6-17

BETON KAYU KELAS II

B a h a n ; 6-17-1

-14 M3 Kaso&kaso " 5 ' 7 # %!-57 M3 eng " 3 ' 4 # %!-25 Kg Paku 5 %! .an 1 %!

T e n a g a ; 6-17-2

-1 Ih PekerAa -1 Ih Tukang ka0u -1 Ih Kepala Tukang -5 Ih Man.or

1 1000 M2 PASANG RANGKA ATAP SIRAP 6-18

BETON KAYU KELAS II

B a h a n ; 6-18-1

-165 M3 Ka0u Kelas -2 Kg Paku 5 %! .an 1 %!

T e n a g a ; 6-18-2


#i 1000 M2 PASANG RANGKA LANGIT7LANGIT

+1,00 : 1,00. M, KAYU KELAS I

B a h a n ;

-12 M3 Ka0u balok Kelas -1 Kg Paku 5 %! .an 1 %!

T e n a g a ;

-15 Ih PekerAa

-25 Ih Tukang ka0u -25 Ih Kepala Tukang -75 Ih Man.or

#ii 1000 M2 PASANG RANGKA LANGIT7LANGIT

+1,00 : 1,00. M, KAYU KELAS II

B a h a n ;


T e n a g a ;



19 1000 M2 PASANG RANGKA LANGIT7LANGIT 6-19

! + 50 : 100 . CM, KAYU KELAS II

B a h a n ; 6-19-1

-154 M3 Kaso&kaso " 5 ' 7 # %!-2 Kg Paku 7 & 1 %!

T e n a g a ; 6-19-2



84/245


85/245


i 1000 M2 PASANG RANGKA LANGIT7LANGIT

+40 : 40. CM, KAYU KELAS II

B a h a n ;


T e n a g a ;


ii 1000 M2 PASANG KASO RENG GENTENG

KODOK KAYU KELAS II

B a h a n ;


T e n a g a ;


iii 1000 M2 PASANG KASO RENG GENTENG

MONIER KAYU KELAS I

B a h a n ;

-14 M3 Ka0u balok Kelas

-15 Kg Paku 5 %! .an 1 %!T e n a g a ;


i# 1000 M2 PASANG KASO RENG GENTENG

MONIER KAYU KELAS II

B a h a n ;


T e n a g a ;


# 1000 M2 PASANG KASO RENG GENTENG

BETON KAYU KELAS II

B a h a n ;


T e n a g a ;



86/245

#i 1000 M2 PASANG KASO RENG ATAP

SIRAP KAYU KELAS II

B a h a n ;


T e n a g a ;

-12 Ih PekerAa

-12 Ih Tukang ka0u -12 Ih Kepala Tukang -6 Ih Man.or

21 1000 M PASANG LISPLANG UKURAN 6-21

! +4 : 20. CM, KAYU KELAS I

B a h a n ; 6-21-1

-18 M3 Papan ka0u Kelas -1 Kg Paku 5 %! .an 7 %!

T e n a g a ; 6-21-2


21 1000 M PASANG LISPLANG UKURAN

+4 : 20. CM, KAYU KELAS II

B a h a n ;

-18 M3 Papan ka0u Kelas -1 Kg Paku 5 %! .an 7 %!

T e n a

Master Rab 1

Documents

Transcript of Master Rab 1