1.pen. rab gudang bensek h.lestari

7/26/2019 1.Pen. Rab Gudang Bensek h.lestari

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Nomor : 09/SP/HL-10/2014. Jambi, ' Oktober 2014Lampiran : 1 ( at! " #erka

$epa%a &t . :Panitia Pen a%aan #aran %an Ja a.$e)ompok $er*a +LP Sekretariat aera $ab. !aro Jambi%i

Sen eti.

Peri a) : Pena aran Peker*aan Pemban !nan !%an #en et Sekretariat $ab. !aro Jambi

Pena aran ini ber)ak! e*ak bata ak ir pema !kan ok!men Pena aran e)ama 0 ari

Se !ai %en an per aratan, ber ama S!rat Pena aran ini kami )ampirkan :

1 a tar $! antita %an Har a2 (S!rat per*an*ian kemitraan / ker*a ama Opera i, apabi)a %ib!t! kan"3

ok!men pena aran tekni ter%iri %ari :a. eto%e Pe)ak anaan3b. Ja% a) akt! Pe)ak anaan35. a tar Per oni) 6nti3%. Jeni , kapa ita , kompo i i, %an *!m)a pera)atan !tama minima) an %ib!t! kan3

4 ok!men $!a)i ika i.

Pena ar,78. H 86 H L;S< =6

> =6 $ L

Se !b!n an %en an pen !m!man %an +n%an an Pen!n*!kan Lan !n %en an Pa 5ak!a)i ika i %an ok!menPen a%aan %an ete)a kami pe)a*ari %en an ek ama ok!men Pen a%aan %an #erita 5ara Pemberian Pen*e)a an( erta a%en%!m ok!men Pen a%aan", %en an ini kami men a*!kan pena aran !nt!k peker*aan PembangunanGudang Benset Sekretariat Daerah Kab. Muaro Jambi ebe ar Rp. 74.823.000,- (terbilang : Tujuh puluh empat

juta delapan ratus dua puluh tiga ribu rupiah) .

Pena aran ini !%a memper atikan ketent!an %an per aratan an ter5ant!m %a)am ok!men Pen a%aan !nt!kme)ak anakan peker*aan ter eb!t %iata .

en an %i ampaikann a S!rat Pena aran ini, maka kami men atakan an !p %an akan t!n%!k pa%a em!aketent!an an ter5ant!m %a)am ok!men Pen a%aan.


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irekt!r


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R !"#$T%&"'$

$e iatan : Pemban !nan e%!n $antor Peker*aan : Pemb!atan !%an #en et


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"5T"R !%" T$T"' " +"R "$e iatan : Pemban !nan e%!n $antor Peker*aan : Pemb!atan !%an #en etLoka i : Sekretariat aera


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? Pek. )mari r ip $a ! Lapi Hp) otip Jati 2.00 L 4,1A0,000.00'ub. T tal


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umlah +arga( Rp. )

A

2A0,000.00A0,000.00

400,000.004?9,000.00

,4/ ,000.00

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C,1?C,000.001,440,000.001,C?0,000.002,?CC,A00.001,9A0,000.002,C 0,000.00

7,724, 00.00

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2,4?@,C00.001,?0A,0?0.004,073,7/0.00

00,000.00

A0,000.00@0,000.00100,000.00

20,000.00, 0,000.00

2,0 C,910.@@442,A 0.00240,000.00

2,720,440.88

@,A00,000.00


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@, 00,000.00/,800,000.00


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DAFTAR ANALISA BAHAN DAN UPAH

1. 1 M3 PEK. GALIAN TANAH BIASA SEDALAM 1 MUpah 0.7500 OH Pekerja Rp. 80,000.00 Rp. 60,000.00

0.0250 OH Mandor Rp. 85,000.00 Rp. 2,125.00Total >>> Rp. 62,125.00

2. 1 M3 URUGAN TANAH DIPADATKANBaha 1.2500 M3 Tanah Timbunan Rp. 55,000.00 Rp. 68,750.00

Upah 0.5000 OH Pekerja Rp. 80,000.00 Rp. 0,000.000.0500 OH Mandor Rp. 85,000.00 Rp. ,250.00

Total >>> Rp. 113,000.00

3. 1 M3 URUGAN TANAH KEMBALIUpah 0.3333 ! 1 M3 "#$%#& T#H Rp. 62,125.00 Rp. 20,706.26

Total >>> Rp. 20,706.26

4. PEK. URUGAN PASIR DIBAWAH LANTAI DAN PONDASI M3Baha 1.2000 M3 Pa'ir (ru) Rp. 120,000.00 Rp. 1 ,000.00

Upah 0.3000 OH Pekerja Rp. 80,000.00 Rp. 2 ,000.000.0100 OH Mandor Rp. 85,000.00 Rp. 850.00

Total >>> Rp. 16!,!50.00

5. 1 M" PENGUKURAN DAN PEMASANGAN BOUWPLANKBaha 0.012 M3 *a+u 5 7 -*a+u *e a' %%/ Rp. Rp. 2 ,000.00

0.007 M3 *a+u papan 3 20 -*a+u * ' % Rp. Rp. 12, 50.000.020 *) Paku ia'a Rp. 17,500.00 350.00

Upah 0.0100 OH *epa a Tukan) Rp. 100,000.00 Rp. 1,000.000.1000 OH Tukan) Rp. 0,000.00 Rp. ,000.000.1000 OH Pekerja Rp. 80,000.00 Rp. 8,000.000.0050 OH Mandor Rp. 85,000.00 Rp. 25.00

Total >>> Rp. 55,725.00

6. PEK. PONDASI BETON BERTULANG #150 KG $ BEKISTING% #&%Baha *) e'i e on Po o' Rp. 10,500.00 Rp. 1,653,750.00

2.2500 *) *a4a e on Rp. 18,000.00 Rp. 0,500.000.2000 M3 *a+u *e a' %%% Rp. Rp. 370,000.001.5000 *) Paku 5 m 12 m Rp. 17,500.00 Rp. 26,250.000. 000 $ r Min+ak eki' in) Rp. 3,000.00 Rp. 1,200.000.8100 M3 *eriki Rp. 250,000.00 Rp. 202,500.000.5 00 M3 Pa'ir Rp. 120,000.00 Rp. 6 ,800.00

*) emen P 50 *) Rp. 1,360.00 Rp. 56, 60.00

Upah 0.2620 OH *epa aTukan) Rp. 100,000.00 Rp. 26,200.000.2750 OH Tukan) a u Rp. 0,000.00 Rp. 2 ,750.001.3000 OH Tukan) *a+u Rp. 0,000.00 Rp. 117,000.001.0500 OH Tukan) e'i Rp. 0,000.00 Rp. ,500.005.3000 OH Pekerja Rp. 80,000.00 Rp. 2 ,000.00


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0.2650 OH Mandor Rp. 85,000.00 Rp. 22,525.00Total >>> Rp. '''


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7. PEK. LANTAI KER(A BETON MUTU K 100Baha *) emen P 50 *) Rp. 1,360.00 Rp. 312,800.00

0.637 M3 Pa'ir e on -P / Rp. 120,000.00 Rp. 76,5 8.000.761 M3 *eriki Ma!. 30mm Rp. 250,000.00 Rp. 1 0,350.00

$ r #ir Rp. 55.00 Rp. 11,000.00

Upah 0.0200 OH *epa aTukan) Rp. 100,000.00 Rp. 2,000.000.2000 OH Tukan) Rp. 0,000.00 Rp. 18,000.001.2000 OH Pekerja Rp. 80,000.00 Rp. 6,000.000.0600 OH Mandor Rp. 85,000.00 Rp. 5,100.00

Total >>> Rp. 711,7)!.00

!. PEK. BETON MUTU K 125Baha ak emen P 50 *) Rp. 1,360.00 Rp. 375,360.00

0.5 10 M3 Pa'ir e on P / Rp. 120,000.00 Rp. 70, 20.000.7 6 M3 *eriki Ma!. 30mm Rp. 250,000.00 Rp. 187, 00.00

$ r #ir Rp. 55.00 Rp. 11,825.00

Upah 0.0280 OH *epa aTukan) Rp. 100,000.00 Rp. 2,800.000.2750 OH Tukan) Rp. 0,000.00 Rp. 2 ,750.001.6500 OH Pekerja Rp. 80,000.00 Rp. 132,000.000.0830 OH Mandor Rp. 85,000.00 Rp. 7,055.00

Total >>> Rp. !12,110.00

). 1 M3 PEK. BALOK SLOOF BETON BERTULANG #150 KG BESI $ BEKISTING%Baha *) e'i e on Po o' Rp. 10,500.00 Rp. 1,653,750.00

3.0000 *) *a4a e on Rp. 18,000.00 Rp. 5 ,000.000.2700 M3 *a+u *e a' %%% Rp. Rp. ,500.002.0000 *) Paku 5 m 12 m Rp. 17,500.00 Rp. 35,000.000.6000 $ r Min+ak eki' in) Rp. 3,000.00 Rp. 1,800.000.8100 M3 *eriki Rp. 250,000.00 Rp. 202,500.000.5 00 M3 Pa'ir Rp. 120,000.00 Rp. 6 ,800.00

33.0000 *) emen P 50 *) Rp. 1,360.00 Rp. ,880.00

Upah 0.3230 OH *epa aTukan) Rp. 100,000.00 Rp. 32,300.005.6500 OH Pekerja Rp. 80,000.00 Rp. 52,000.000.2750 OH Tukan) a u Rp. 0,000.00 Rp. 2 ,750.001.5600 OH Tukan) *a+u Rp. 0,000.00 Rp. 1 0, 00.001. 000 OH Tukan) e'i Rp. 0,000.00 Rp. 126,000.000.2830 OH Mandor Rp. 85,000.00 Rp. 2 ,055.00

Total >>> Rp. '''

10. 1 M3 PEK. BALOK BETON BERTULANG #200 KG BESI $ BEKISTING%Baha *) e'i e on Po o' Rp. 10,500.00 Rp. 2,205,000.00

3.0000 *) *a4a e on Rp. 18,000.00 Rp. 5 ,000.000.3200 M3 *a+u *e a' %%% Rp. Rp. 5 2,000.003.2000 *) Paku 5 m 12 m Rp. 17,500.00 Rp. 56,000.001.6000 $ r Min+ak eki' in) Rp. 3,000.00 Rp. ,800.000.8100 M3 *eriki Rp. 250,000.00 Rp. 202,500.000.5 00 M3 Pa'ir Rp. 120,000.00 Rp. 6 ,800.00

*) emen P 50 *) Rp. 1,360.00 Rp. 56, 60.000.1 00 M3 *a+u * ' %% ba ok Rp. Rp. 280,000.002.8000 $br P +4ood mm Rp. 130,000.00 Rp. 36 ,000.00

16.0000 ) 9o ken *a+u "a am Rp. ,500.00 Rp. 72,000.00

Upah 0.3330 OH *epa aTukan) Rp. 100,000.00 Rp. 33,300.006.3500 OH Pekerja Rp. 80,000.00 Rp. 508,000.00


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0.2750 OH Tukan) a u Rp. 0,000.00 Rp. 2 ,750.001.6500 OH Tukan) *a+u Rp. 0,000.00 Rp. 1 8,500.001. 000 OH Tukan) e'i Rp. 0,000.00 Rp. 126,000.000.3180 OH Mandor Rp. 85,000.00 Rp. 27,030.00

Total >>> Rp. '''


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11. 1 M3 PEK. BALOK BETON BERTULANG #175 KG BESI $ BEKISTING%Baha *) e'i e on Po o' Rp. 10,500.00 Rp. 1, 2 ,375.00

2.2500 *) *a4a e on Rp. 18,000.00 Rp. 0,500.000.3200 M3 *a+u *e a' %%% Rp. Rp. 5 2,000.003.2000 *) Paku 5 m 12 m Rp. 17,500.00 Rp. 56,000.001.6000 $ r Min+ak eki' in) Rp. 3,000.00 Rp. ,800.000.8100 M3 *eriki Rp. 250,000.00 Rp. 202,500.000.5 00 M3 Pa'ir Rp. 120,000.00 Rp. 6 ,800.00

*) emen P 50 *) Rp. 1,360.00 Rp. 3 ,280.000.1 00 M3 *a+u * ' %% ba ok Rp. Rp. 280,000.002.8000 $br P +4ood mm Rp. 130,000.00 Rp. 36 ,000.00

16.0000 ) 9o ken *a+u "a am Rp. ,500.00 Rp. 72,000.00

Upah 0.3330 OH *epa aTukan) Rp. 100,000.00 Rp. 33,300.006.3500 OH Pekerja Rp. 80,000.00 Rp. 508,000.000.2750 OH Tukan) a u Rp. 0,000.00 Rp. 2 ,750.001.6500 OH Tukan) *a+u Rp. 0,000.00 Rp. 1 8,500.001. 000 OH Tukan) e'i Rp. 0,000.00 Rp. 126,000.000.3180 OH Mandor Rp. 85,000.00 Rp. 27,030.00

Total >>> Rp. '''

12. 1 M3 PEK. KOLOM BETON BERTULANG #150 KG $ BEKISTING%Baha *) e'i e on Po o' Rp. 10,500.00 Rp. 1,653,750.00

2.2500 *) *a4a e on Rp. 18,000.00 Rp. 0,500.000.3200 M3 *a+u *e a' %%% Rp. Rp. 5 2,000.003.2000 *) Paku 5 m 12 m Rp. 17,500.00 Rp. 56,000.001.6000 $ r Min+ak eki' in) Rp. 3,000.00 Rp. ,800.000.8100 M3 *eriki Rp. 250,000.00 Rp. 202,500.000.5 00 M3 Pa'ir Rp. 120,000.00 Rp. 6 ,800.006.7200 ak emen P 50 *) Rp. 72,000.00 Rp. 83,8 0.000.1200 M3 *a+u * ' %% ba ok Rp. Rp. 2 0,000.002.8000 $br P +4ood mm Rp. 130,000.00 Rp. 36 ,000.00

32.0000 ) 9o ken *a+u "a am Rp. ,500.00 Rp. 1 ,000.00

Upah 0.2650 OH *epa aTukan) Rp. 100,000.00 Rp. 26,500.005.3000 OH Pekerja Rp. 80,000.00 Rp. 2 ,000.000.2750 OH Tukan) a u Rp. 0,000.00 Rp. 2 ,750.001.3000 OH Tukan) *a+u Rp. 0,000.00 Rp. 117,000.001.0500 OH Tukan) e'i Rp. 0,000.00 Rp. ,500.000.2650 OH Mandor Rp. 85,000.00 Rp. 22,525.00

Total >>> Rp. '''

13. 1 M3 PEK. PLAT BETON BERTULANG #150 KG BESI $ BEKISTING%Baha *) e'i e on Po o' Rp. 10,500.00 Rp. 1,653,750.00

2.2500 *) *a4a e on Rp. 18,000.00 Rp. 0,500.000.3200 M3 *a+u *e a' %%% Rp. Rp. 5 2,000.003.2000 *) Paku 5 m 12 m Rp. 17,500.00 Rp. 56,000.001.6000 $ r Min+ak eki' in) Rp. 3,000.00 Rp. ,800.000.8100 M3 *eriki Rp. 250,000.00 Rp. 202,500.000.5 00 M3 Pa'ir Rp. 120,000.00 Rp. 6 ,800.00

*) emen P 50 *) Rp. 1,360.00 Rp. 56, 60.000.1200 M3 *a+u * ' %% ba ok Rp. Rp. 2 0,000.002.8000 $br P +4ood mm Rp. 130,000.00 Rp. 36 ,000.00

32.0000 ) 9o ken *a+u "a am Rp. ,500.00 Rp. 1 ,000.00

Upah 0.2650 OH *epa aTukan) Rp. 100,000.00 Rp. 26,500.005.3000 OH Pekerja Rp. 80,000.00 Rp. 2 ,000.00


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0.2750 OH Tukan) a u Rp. 0,000.00 Rp. 2 ,750.001.3000 OH Tukan) *a+u Rp. 0,000.00 Rp. 117,000.001.0500 OH Tukan) e'i Rp. 0,000.00 Rp. ,500.000.2650 OH Mandor Rp. 85,000.00 Rp. 22,525.00

Total >>> Rp. '''


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14. 1 M3 PAS. PONDASI BATU BATA #1*3%Baha h a u a a Rp. 700.00 Rp. 0,000.00

3.1520 ak emen P 50 *) Rp. 72,000.00 Rp. 226, .000.3780 M3 Pa'ir Rp. 120,000.00 Rp. 5,360.00

Upah 0.1500 OH *epa aTukan) Rp. 100,000.00 Rp. 15,000.00.5000 OH Pekerja Rp. 80,000.00 Rp. 360,000.00

1.5000 OH Tukan) a u Rp. 0,000.00 Rp. 135,000.000.2250 OH Mandor Rp. 85,000.00 Rp. 1 ,125.00

Total >>> Rp. '''

15. 1 M" PEK. KOLOM PRAKTIS BETON BERTULANG #11 + 11% MBaha 3.0000 *) e'i e on Po o' Rp. 10,500.00 Rp. 31,500.00

0. 500 *) *a4a e on Rp. 18,000.00 Rp. 8,100.000.0020 M3 *a+u *e a' %%% Rp. Rp. 3,700.000.0100 *) Paku 5 m 12 m Rp. 17,500.00 Rp. 175.000.00 0 M3 *eriki Rp. 250,000.00 Rp. 2,250.000.0060 M3 Pa'ir Rp. 120,000.00 Rp. 720.000.0800 ak emen P 50 *) Rp. 72,000.00 Rp. 5,760.00

Upah 0.0060 OH *epa aTukan) Rp. 100,000.00 Rp. 600.000.1800 OH Pekerja Rp. 80,000.00 Rp. 1 , 00.000.0200 OH Tukan) a u Rp. 0,000.00 Rp. 1,800.000.0200 OH Tukan) *a+u Rp. 0,000.00 Rp. 1,800.000.0200 OH Tukan) e'i Rp. 0,000.00 Rp. 1,800.000.00 0 OH Mandor Rp. 85,000.00 Rp. 765.00

Total >>> Rp. 73,370.00

16. 1 M" PEK. RING BALOK BETON BERTULANG #10 + 15% MBaha 3.0000 *) e'i e on Po o' Rp. 10,500.00 Rp. 31,500.00

0.0500 *) *a4a e on Rp. 18,000.00 Rp. 00.000.0030 M3 *a+u *e a' %%% Rp. Rp. 5,550.000.0200 *) Paku 5 m 12 m Rp. 17,500.00 Rp. 350.000.0150 M3 *eriki Rp. 250,000.00 Rp. 3,750.000.00 0 M3 Pa'ir Rp. 120,000.00 Rp. 1,080.000.1100 ak emen P 50 *) Rp. 72,000.00 Rp. 7, 20.00

Upah 0.0100 OH *epa aTukan) Rp. 100,000.00 Rp. 1,000.000.2 70 OH Pekerja Rp. 80,000.00 Rp. 23,760.000.0330 OH Tukan) a u Rp. 0,000.00 Rp. 2, 70.000.0330 OH Tukan) *a+u Rp. 0,000.00 Rp. 2, 70.000.0330 OH Tukan) e'i Rp. 0,000.00 Rp. 2, 70.000.0150 OH Mandor Rp. 85,000.00 Rp. 1,275.00

Total >>> Rp. !5,))5.00

17. 1 M2 PLESTERAN #1 * 3% TEBAL 15 MMBaha 0.1555 ak emen 50 *) Rp. 72,000.00 Rp. 11,1 7.

0.0230 M3 Pa'ir Rp. 120,000.00 Rp. 2,760.00

Upah 0.0150 OH *epa a ukan) Rp. 100,000.00 Rp. 1,500.000.1500 OH Tukan) Rp. 0,000.00 Rp. 13,500.000.3000 OH Pekerja Rp. 80,000.00 Rp. 2 ,000.000.0150 OH Mandor Rp. 85,000.00 Rp. 1,275.00

Total >>> Rp. 54,232.44


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1!. 1 M2 PLESTERAN #1 * 4% TEBAL 15 MMBaha 0.12 0 ak emen 50 *) Rp. 72,000.00 Rp. 8, 28.00

0.02 0 M3 Pa'ir Rp. 120,000.00 Rp. 2,880.00

Upah 0.0150 OH *epa a ukan) Rp. 100,000.00 Rp. 1,500.000.1500 OH Tukan) Rp. 0,000.00 Rp. 13,500.000.3000 OH Pekerja Rp. 80,000.00 Rp. 2 ,000.000.0150 OH Mandor Rp. 85,000.00 Rp. 1,275.00

Total >>> Rp. 52,0!3.00

1). 1 M2 PEK. DINDING BATA MERAH #5+11+22% M TEBAL 1 2 BATA # 1 * 3 %Baha 70.0000 h a a Merah Rp. 700.00 Rp. ,000.00

1 .3700 *) emen : 50 *) Rp. 1,360.00 Rp. 1 ,5 3.200.0 00 M3 Pa'ir Rp. 120,000.00 Rp. ,800.00

Upah 0.0100 OH *epa a ukan) Rp. 100,000.00 Rp. 1,000.000.1000 OH Tukan) Rp. 0,000.00 Rp. ,000.000.3000 OH Pekerja Rp. 80,000.00 Rp. 2 ,000.000.0150 OH Mandor Rp. 85,000.00 Rp. 1,275.00

Total >>> Rp. 10!,61!.20

20. 1 M2 PEK. DINDING BATA MERAH #5+11+22% M TEBAL 1 2 BATA # 1 * 4 %Baha 70.0000 h a a Merah Rp. 700.00 Rp. ,000.00

0.2300 ak emen : 50 *) Rp. 72,000.00 Rp. 16,560.000.0 30 M3 Pa'ir Rp. 120,000.00 Rp. 5,160.00

Upah 0.0100 OH *epa a ukan) Rp. 100,000.00 Rp. 1,000.000.1000 OH Tukan) Rp. 0,000.00 Rp. ,000.000.3000 OH Pekerja Rp. 80,000.00 Rp. 2 ,000.000.0150 OH Mandor Rp. 85,000.00 Rp. 1,275.00

Total >>> Rp. 105,))5.00

21. 1 M2 PEK. LANTAI KERAMIK UKURAN #20 + 20% MBaha 26.5000 h *eramik $an ai 20 ! 20 Rp. 2,200.00 Rp. 58,300.00

10. 000 *) emen : 50 *) Rp. 1,360.00 Rp. 1 ,1 .000.0 50 M3 Pa'ir Rp. 120,000.00 Rp. 5, 00.001.5000 *) emen ;arna Rp. 13,000.00 Rp. 1 ,500.00

Upah 0.0350 OH *epa a ukan) Rp. 100,000.00 Rp. 3,500.000.3500 OH Tukan) Rp. 0,000.00 Rp. 31,500.000.7000 OH Pekerja Rp. 80,000.00 Rp. 56,000.000.0350 OH Mandor Rp. 85,000.00 Rp. 2, 75.00

Total >>> Rp. 1)1,31).00

22. 1 M2 PEK. LANTAI KERAMIK UKURAN #40 + 40% MBaha 1.6667 M2 *eramik 0 < 0 m Rp. 68,000.00 Rp. 113,335.60

0.1 60 *) emen : 50 *) Rp. 72,000.00 Rp. 1 ,112.000.0 50 M3 Pa'ir Rp. 120,000.00 Rp. 5, 00.001.3000 *) emen ;arna Rp. 13,000.00 Rp. 16, 00.00

Upah 0.0350 OH *epa a ukan) Rp. 100,000.00 Rp. 3,500.000.3500 OH Tukan) Rp. 0,000.00 Rp. 31,500.000.7000 OH Pekerja Rp. 80,000.00 Rp. 56,000.000.0350 OH Mandor Rp. 85,000.00 Rp. 2, 75.00

Total >>> Rp. 243,722.60


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32. 1 M2 PASANGAN LANGIT-LANGIT PAPAN GIPSUM ! MMBaha 0.3750 $br "ip'um 8 mm Rp. 68,000.00 Rp. 25,500.00

0.0300 *) Paku ha u' Rp. 22,000.00 Rp. 660.00

Upah 0.0100 OH *epa a Tukan) Rp. 100,000.00 Rp. 1,000.000.1000 OH Tukan) Rp. 0,000.00 Rp. ,000.000.1000 OH Pekerja Rp. 80,000.00 Rp. 8,000.000.0050 OH Mandor Rp. 85,000.00 Rp. 25.00

Total >>> Rp. 44,5!5.00

33. 1 M" PASANGAN LIST KA U PROFILBaha 1.0500 M $i' *a+u Pro= Rp. 5,000.00 Rp. 5,250.00

0.0100 *) Paku Rp. 17,500.00 Rp. 175.00

Upah 0.0050 OH *epa a Tukan) Rp. 100,000.00 Rp. 500.000.0500 OH Tukan) Rp. 0,000.00 Rp. ,500.000.0500 OH Pekerja Rp. 80,000.00 Rp. ,000.000.0030 OH Mandor Rp. 85,000.00 Rp. 255.00

Total >>> Rp. 14,6!0.00

34. 1 M2 PEK. AT KILAT AT KA UBaha 0.2000 *) >a Meni Rp. 20,000.00 Rp. ,000.00

0.1500 *) 9empu Rp. 15,000.00 Rp. 2,250.000.1700 *) >a 9a'ar Rp. 33,000.00 Rp. 5,610.000.2600 *) >a *i a >a *a+u Rp. 3,000.00 Rp. 11,180.00

Upah 0.0060 OH *epa a Tukan) Rp. 100,000.00 Rp. 600.000.00 0 OH Tukan) Rp. 0,000.00 Rp. 810.000.0700 OH Pekerja Rp. 80,000.00 Rp. 5,600.000.0025 OH Mandor Rp. 85,000.00 Rp. 212.50

Total >>> Rp. 30,262.50

35. 1 M2 PEK. AT TEMBOK # 1 + PLAMOUR $ 3 + AT WARNA %Baha 0.1000 *) P amour Rp. 10,000.00 Rp. 1,000.00

0.1000 *) >a 9a'ar Tembok Rp. 17,000.00 Rp. 1,700.000.2600 *) >a Tembok Rp. 20,000.00 Rp. 5,200.00

Upah 0.0063 OH *epa a Tukan) Rp. 100,000.00 Rp. 630.000.0630 OH Tukan) Rp. 0,000.00 Rp. 5,670.000.0200 OH Pekerja Rp. 80,000.00 Rp. 1,600.000.0025 OH Mandor Rp. 85,000.00 Rp. 212.50

Total >>> Rp. 16,012.50

36. 1 M2 PEK. AT P/ p # 2 + AT WARNA %Baha 0.1200 *) >a 9a'ar Tembok Rp. 17,000.00 Rp. 2,0 0.00

0.1800 *) >a Tembok Rp. 20,000.00 Rp. 3,600.00

Upah 0.00 2 OH *epa a Tukan) Rp. 100,000.00 Rp. 20.000.0 20 OH Tukan) Rp. 0,000.00 Rp. 3,780.000.0280 OH Pekerja Rp. 80,000.00 Rp. 2,2 0.000.0025 OH Mandor Rp. 85,000.00 Rp. 212.50

Total >>> Rp. 12,2)2.50


18/21

DAFTAR HARGA UPAH DAN BAHAN

HARGA UPAH

N . TENAGA KER(A SATUAN HARGA#Rp%

1 *epa a Tukan) OH 100,000.002 Tukan) OH 0,000.003 M a n d o r OH 85,000.00

P e k e r j a OH 80,000.00

HARGA BAHAN

N . NAMA BAHAN SATUAN HARGA#Rp%

1 #ir $ r 55.002 #mp a' $br ,500.003 a u a a h 700.00

e'i Ho o4e ) 25,000.005 e'i e on *) 10,500.006 o! ekrin) pane o! h 320,000.007 ubun)an "en en) Me a h 25,000.008 >a 9a'ar *a+u *) 33,000.00

>a *i a >a *a+u *) 3,000.0010 >a Meni *) 20,000.0011 >a Tembok *) 20,000.0012 >a 9a'ar Tembok *) 17,000.0013 >in in *eramik h 1,000.001 >onb ok h 2,000.0015 9empu *) 15,000.0016 ?n)'e @ende a h 6,300.0017 ?n)'e Pin u h 7,500.0018 "en en) Me a M2 60,000.001 "R> oard mm $br 60,000.0020 $i' p ank "R> oard 10 mm M1 20,000.00

21 "rende @ende a h 12,500.0022 "rende Pin u h 35,000.0023 Hak an)in h 8,000.002 Ho o4 ) 20,000.0025 %n' a a'i Ti ik #> T k 175,000.0026 %n' a a'i Ti ik $ampu T k 150,000.0027 *a a 5 mm M2 100,000.0028 *a4a e on *) 18,000.002 *a+u do ken ) ,500.00


19/21


20/21

N . NAMA BAHAN SATUANHARGA

#Rp%

30 *a+u *e a' % -'e ara ka+u bu ian/ M3 7,500,000.0031 *a+u *e a' %% -'e ara ka+u meran i/ M3 2,000,000.0032 *a+u *e a' %%% -'e ara ka+u ampuran/ M3 1,850,000.0033 *a+u >eru uk 7,500.003 *a+u Papan * a' % M3 7,500,000.0035 *a+u Papan k a'' %% M3 2,100,000.0036 *a+u Papan k a'' %%% M3 1,850,000.0037 *eramik 0 ! 0 m M2 68,000.0038 *eramik 30 ! 30 >M h 5,000.003 *eramik $an ai 20 ! 20 m h 2,200.00

0 *eramik 9indin) 20 ! 20 m h 2,300.001 *eramik 9indin) 20 ! 25 m h 2,800.002 *eriki M3 250,000.003 *un i Tanam 2 a)h h 115,000.00

$ampu >oo 9a+ i)h 0 ;a bh 55,000.00

5 $ampu hema ener)i


21/21

G#R%9 #*M#$9irek ur

1.pen. rab gudang bensek h.lestari

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