Standard RAB SNI2008-Konsultan

Margin top= 18 mm , Button = 18

Compres 95 %.

DAFTAR HARGA BAHAN BANGUNAN DAN UPAH KERJA SEBELUM PPn UNTUK TAHUN ANGGARAN 2008 FTAR HARGA SATUAN TERTINGGI TERTINGGI BAHAN BANGUNAN PEREODE BULAN JANUARI 2008 ( SEMESTER SEMESTER

Ke lom NO. pok 1

SATUAN

3

4

2

A.

.

NAMA / JENIS BAHAN

1 2 3 4 5 6 7

BAHAN PASIR Pasir Urug / Tanah katel. Pasir Pasang P asir Cor Pa Sirtu urug Tanah Urug Tanah grosok Tanah taman

a u a eca angan au a a u ua uary a u a eca angan a u a eca a ngan a u a eca mes n a u a eca mes n a u a eca . mes n a u a eca mes n a u peca ersar n g un u as on a u peca ersar n g un u a u peca ersar n g un u ora ora e on ora ora e on a u er ran o. a u er raso. a u empe. empe. a u a a e a , cm cm. a aran ay ayu a u a a e a , cm c m. a aran se em. a a o. . av ng s one a uu. cm er anav n g s one a u. cm perseg p av ng n g s o ne ne a u. cm ypeav ng s one a u. cm ypeav ng s one a u. cm ypeav ng s one a uu. cm er anav n g s one a u. cm perseg p av ng n g s o ne ne a u. cm ypeav ng s one a u. cm ypeav ng s one a u. cm ypeav ng s one mera . cm er anav n g s one mera . cm ypeav ng s one mera . cm cm ype-seg e av ng s one mera . cm er anav ng s one mr . cm perseg p n av ng s one mera . cm ypeav ng s one mera . cm cm ype-seg e

HARGA SATUAN BAHAN 5

M3 M3 M3 M3 M3 M3 M3

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

74,520.00 90,684.40 93,610.00 39,100.00 39,100.00 68,310.00 59,800.00

M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M2 Bh Bh Bh

p. p. p. p. p. p. p. p. p. p. p. p. p. p. p. p. p. p. p.

92,000.00 85,330.00 87,942.80 108,713.64 116,380.00 151,294.00 146,740.00 157,117.60 212,520.00 195,500.00 149,776.00 174,570.00 137,126.00 380,696.00 346,104.00 38,962.00 300.00 270.00 2,226.40

p. p. p. p. p. p. p. p. p. p. p. p. p. p. p. p. p.

900.00 765.00 800.00 1,012.00 1,104.00 1,242.00 1,210.00 1,550.00 800.00 1,518.00 1,242.00 1,242.00 1,242.00 1,550.00 1,550.00 1,104.00 1,407.60

p. p. p. p. p. p. p. p. p. p.

0.00 0.00 4,480.40 2,226.40 0.00 0.00 0.00 0.00 0.00 4,968.00

D:\Budi\DataBudi\ANALISA-2008\SNI.08-A.wk4\2008.

av ng s o n ne e e on av ng s o n ne e e on oos er e on a a erongga o ow oc o ow oc o ow oc on o c on o c on o c

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M2 M2

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2

emen res g Semen Gresik 1kg emen warna emen ga o a g em en pu zano ga emen mera

o a

a 1Kg g a a

p. R p. p. p. p. p.

M3 g a g

R p. p. p. p.

.

1

3

9

16

22

3

9

Ka K apur bubuk apur u u apur u u sa . apur gamp ng . ege u n arna x cm orse n pu x Porselin warna 11 x 11 ege n arna x cm ege eraso x cm ege eraso x cm ege w a e a ag x cm ege eram r an o x cm Keramic Esensa 40 x 40 cm . ege eram s , x cm ege eram s x cm ege eram x cm ege eram x cm ege eram x cm ege eram roc e x cm Tegel keramik 40x40 cm ( KW I ) ege eram mo x cm eram n ng x cm eram n ng x cm n scar s n e s w n are Vinil oscar / sintetis motif k embang. a r m e r osa era o a . ayu a a o , , . pan ang m r . ayu reng a , pan ang m r. Kayu ja jat usuk 4/6 ; 5/7 panjang 2 mtr. apan a papan ; ; pan . ayu ayu am er a o , ayu ayu am er usu usu ayu am er papan . ayu am er reng Kayu kruing / bengk irai / k empas papan 2 ayu ru ng eng ra empas ,

p. p. R p. p. p. p. p. p. R p. p. p. p. p. p. p. R p. p. p. p. p. p. R p. p. p. p.

Bh

M2

M2

M2

p. p. R p. p. p. p. p. p. R p. p.

M3

M3

a aman aman :


14

20

26

6

ayu ru ng eng ra empas usu ayu ru ng eng ra empas usu ayu ru ng reng Kayu meranti balok 8/12, 6/15 eyu eyu me mera ran n usu ayu meran meran pap papan an ayu g ugu usu me er ap apan an eg eges es ng ang a p avon amper po ongan Rangka plavon meranti potongan ayu ge ag a gar em a an meran . p. ayu o en. ayu rap ayu rap ayu a ar. u Gedek . ea w oo . . x mm ea w oo . . x mm ea w oo . . x mm r p e ap s a um n um r p e ap s orm a Triplek 90.210. x 3 mm

0.00 41,492.00 829.84 6,900.00 0.00 67,675.20 138,000.00 0.00 450,174.40 552.00 4,553.08 2,336.80 0.00 2,350.00 460.00 5,290.00 4,800.00 5,888.00 6,210.00 0.00 140,000.00 130,000.00 11,500.00 9,062.00 33,764.00 33,994.00 36,938.00 38,713.60 38,410.00 35,677.60 37,195.60 41,998.00 49,496.00 43,240.00 60,030.00 65,000.00 42,000.00 59,156.00 0.00 15,939,000.00 8,602,000.00 10,810,000.00 17,940,000.00 5,750,000.00 4,100,000.00 6,520,500.00 3,499,526.36 3,946,800.00 3,864,000.00

M2

p. p. p. R p. p. p. p. p. p. R p. p. p. p. p. p. p. R p.

r r r r r lbr

p. p. p. p. p. R p.

M3

g

M3 g r

m

3,818,000.00 3,818,000.00 2,530,000.00 3,542,000.00 3,404,000.00 3,818,000.00 46,211.60 2,622,000.00 2,248,480.00 1,978,000.00 2,609,120.00 3,680.00 1,886.00 0.00 2,208,920.00 5,372.80 10,672.00 0.00 65,780.00 85,468.00 81,512.00 59,800.00 62,330.00 26,910.00

15 1 2 3 4 5 6 7 8

12

18

rpe . . x mm rpe . . x mm rpe . . x mm rpe . . x mm rpe . . x mm rpe . . x mm rpe . .x mm s p a on , pro ayu amper L ist plafond 1/5 Li .. Aluminium putih / silver 3" Aluminium putih / silver 4" Aluminium coklat / brown 3" Aluminium coklat / brown. 4" Aluminium slimar putih / silver 3" Aluminium slimar coklat / brown 3" Karet penjepit kaca / multipleks. Hak window es e on o os ame er mm es e on o os ame er mm es e on o os ame er mm Besi beton Polos diameter 10 mm es e on o os ame er mm es e on o os ame er mm es e on po os. es e on r . es ons ru s ; ; ; Besi le lempeng / bulat / strip (Beugel) awa en ra awa ur awa ron ong awa a awa armon a. awa nyamu . es awa . awa urung.

r r r r r r r m m'

p. p. p. p. p. p. p. p. Rp.

M1 M1 M1 M1 M1 M1 M1 Bh on or on or on or Lonjor on or on or g g g Kg g

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. p. p. p. Rp. p. p. p. p. p. Rp. p. p. p. p. p. p. p.

g g

a aman aman :


29

a u r eng a u usu a u e ern Paku sekrup ur au u a- u a ur au u a- u a a u a- u a ur au gor ng a u payung n ur usen agar . cm agar . cm es s u x x pan ang es s u x x pan ang es s u x x pan ang awa er ur m

J

n n r r r o

p. p. p. Rp. p. p. p. p. p. p. p. p. p. p. p. p.

r r r r r r r

p. p. p. p. p. p. p.

r r r r Ljr r r

p. p. p. p. Rp. p. p. p.

r Mtr r r

p. Rp. p. p.

KG

m m m

BAHA N PIPA BESI. BESI...

pa a r ga van s pa a r ga van s pa a r ga van s pa a r ga van s pa a r ga van s pa a r ga van s pa a r ga van s

me me me me me me me

um um um um , um um um

BA HAN PIPA P.V.C..

5

pa a m pa a m pa a . m pa a m Pipa PVC D dia 3" 4 m pa a m a ang asp on m en enga ga a ang ang BAHA N BUIS BETON..

2

us Buis us us

41,998.00 52,992.00 54,142.00 91,908.00 89,700.00 119,600.00 126,500.00 10,350.00 3,312.00 0.00 44,640.00 55,680.00 47,040.00 59,040.00 44,640.00 47,040.00 2,400.00 11,500.00 14,926.08 29,083.04 41,084.44 62,538.84 76,566.08 124,200.00 8,740.00 11,638.00 10,530.00 10,166.00 10,764.00 6,808.00 11,220.32 13,965.60 19,044.00 17,181.00 15,675.00

e on u a a cm , m beton bulat dia 20 cm, 1 m' e on u a a cm , m e on u a a cm , m

9,779.60 10,478.80 10,478.80 15,985.00 11,891.00 29,900.00 9,384.00 2,990.00 216.20 1,679.00 240,488.00 274,712.00 82,873.60 94,116.00 102,580.00 248,630.00 0.00 64,000.00 80,270.00 105,800.00 200,422.00 269,100.00 365,332.00 608,580.00 0.00 42,166.36 27,351.60 36,340.00 52,900.00 77,740.00 336,720.00 78,200.00 6,900.00 0.00 21,620.00 24,288.00 29,578.00 34,040.00

us us us us us us

2

8

e on e on e on e on e on e on

ua ua ua ua -

a cm, m a cm, m a cm, m a cm, m cm , m cm , m

. en eng o a ex o o em amg Genteng Nglayur en eng u ungan g ayur en eng e on en eng am pres o a en eng aca en eng eram Genteng kodok model karang pilang en eng o o arang p ang am e u ungan gen eng am e. u ungan g azur anmur .en eng ern x m e a mm ern x m e a mm cus u uran x m.

r r r r r r

Bh

Bh

p. p. p. p. p. p. p. Rp. p. p. p. p. p. Rp. p. p. p. p. p. p.

a aman :


19

25

6

12

4

P

cus u uran x m. a s oar x m a s or mm s es a ar e a mm s es a ar e a , mm Asbes gelombang besar 225 x 110 s es geom ang esar er s es ge om ang ec x s es ge om ang ec er . u ungan s es e om ang esar u ungan s es e om ang ec Seng plat BJLS 30.80.300 cm eng ge om ang eng ge om ang eng p a eng p a eng a v a u m warna e ar e e eng a v a um po o s r e e + .. er as goso amur em o amur ayu a ayu es se ara a em o wa ers mer uu ; o Cat tembok "DECOLITH" a em o a ayu asar a em o a ac a men empu ayu Minyak cat / thiner B nner p r us ur a ern s em pu em ayu a ca a on eer er ag . aca en ng mm aca en ng mm aca ray en mm Kaca buram 5 mm aca cerm n mm aca cerm n mm aca pa r warna mm aca pa n ng mm aca na o + rang a BAHAN PENGANTUNG + KUNCI. unc ua x pu ar unc x pu ar unc a e x an

62,100.00 71,300.00 96,600.00 110,400.00 16,100.00 20,700.00 0.00 984.40 1,058.00 2,732.40 5,032.40 1,094.80 11,996.80 7,866.00 1,812.40 3,063.60 4,370.00 8,740.00 13,570.00 11,270.00 36,018.00

Lbr r

Lbr r r r r

p. p. p. p. Rp. p. p. p. p. p. Rp. p. p. p. p. p. p.

r g g g g Kg g g g g g Ltr r r r r g g g g

p. p. p. p. p. Rp. p. p. p. p. p. Rp. p. p. p. p. p. p. p. p.

m m m m2 m m m m n

p. p. p. Rp. p. p. p. p. p. p. p. p.

54,970.00 15,088.00 10,782.40 9,200.00 80,012.40 29,090.40 56,810.00 19,991.60 63,093.60 48,438.00 32,200.00 78,660.00 64,400.00 62,560.00 78,660.00 103,224.00 59,800.00 0.00 4,000.00 9,196.00 10,351.84 46,432.40 54,648.00 21,620.00 20,447.00 32,117.20 31,924.00 12,420.00 19,200.40 5,888.00 14,664.80 13,340.00 35,420.00 41,593.20 8,625.00 19,320.00 7,636.00 39,100.00 0.00 37,306.00 56,396.00 65,090.00 91,080.00 126,500.00 328,900.00 325,000.00 192,280.00 16,100.00 0.00 58,420.00 47,610.00 82,800.00

5

unc Kunci tanam unc se o unc se o unc se o unc se o unc emar

x pu ar "ANTIK" 2 x putar un ngngan pan ang un ngngan pan ang am pan ang m am pan ang m .

Bh m m

p. Rp. p. p. p. p. p.

a aman :


21

5

11

17

4

17 18 19 20

oor o er pegangan p n u an a . e p n u orong ngse y on as p n u ngse en e a ren e n a ren e anam p n u ren e en e a oor c oser oor a ang n s u an yang a . Hak angin . ran a r ran a r ran a r ompa a r Pompa air "NASIONAL" oor ra ns p as . ose ong o rasso ose ong o eram c warna ose u u mono oc . u up a man Lem paralon es a e r no r eram c. umur + pompa angan ragon erpasan ep an + resapan omp ep an + resapan omp Septiktank + resapan komplit 6 M3 ep an + resapan omp . asang s r rr ng. ampu x w ampu x w Lampu TL 1 x 40 w PHILIPS ampu p ar w so a or as oo ng a oon os op on a a ar ungga a ar gan a a e o , mm a e o , mm a e o mm e rer ng ungga asa Sekering ganda "LN" biasa Sekering 1 group + MCB Sekering 2 group + MCB Sekering 3 group + MCB

121,440.00 110,400.00 100,510.00 53,820.00 14,674.00 16,872.80 6,440.00

n n

sg Psg

Bh

Bh

n n n Unit n

Bh

Bh Unit Unit Unit

p. p. p. p. p. p. p. p. p. p. Rp. p. p. p. p. Rp. p. p. p. p. p. Rp. p. p. p. p. p. Rp. p. p. p. p. Rp. p. p. p. p. p. p. p. p. p. p. p. p. Rp. Rp. Rp. Rp.

100,740.00 115,000.00 15,410.00 7,562.40 12,788.00 61,097.20 8,602.00 187,000.00 25,300.00 16,399.00 6,976.36 0.00 39,790.00 27,830.00 32,752.00 331,200.00 322,000.00 13,800.00 82,800.00 111,320.00 814,660.00 11,500.00 5,750.00 365,000.00 203,669.60 989,230.00 1,766,400.00 5,899,960.00 6,489,680.00 7,138,280.00 0.00 73,600.00 11,500.00 20,240.00 27,600.00 8,740.00 10,626.00 2,300.00 2,999.20 2,336.80 17,305.20 11,040.00 15,640.00 3,261.40 3,400.32 4,979.04 18,400.00 27,600.00 73,416.00 104,880.00 149,040.00

Ha aman : 127


DAFTAR HARGA TERTINGGI UPAH KERJA ORANG per HARI

NO.

URAIAN TENAGA

SATUAN

UPAH PERHARI

1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

2 MANDOR KEPALA TUKANG GALI TANAH KEPALA TUKANG BATU KEPALA TUKANG KAYU KEPALA TUKANG BESI KEPALA TUKANG CAT KEPALA TUKANG LISTRIK TUKANG GALI TANAH TUKANG BATU TUKANG KAYU TUKANG BESI TUKANG CAT TUKANG ASPAL TUKANG PLITUR TUKANG LISTRIK PEKERJA TUKANG GALI TANAH. PEMBANTU TUKANG BATU PEMBANTU TUKANG KAYU PEMBANTU TUKANG CAT PEMBANTU TUKANG BESI PEMBANTU TUKANG LISTRIK SOPIR TRUK. PEJAGA API PEJAGA MALAM

3 Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr Org / hr

Sidoarjo,

4 Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

55,000.000 44,000.000 44,000.000 44,000.000 44,000.000 44,000.000 44,000.000 #REF! 42,000.000 42,000.000 42,000.000 42,000.000 42,000.000 42,000.000 42,000.000 31,300.000 32,750.000 32,750.000 32,750.000 32,750.000 32,750.000 32,750.000 32,750.000 40,000.000

Januari 2008.

Menyetujui: Plt. Kasubdin Tata Bangunan Dina s PU Cipta Karya dan Pe rm uk im an Kabupaten Sidoarjo.

Disurvey dan disusun oleh : Staf Perencanaan Teknik Ta- Ba. Din as PU Cipta Karya & Perm uk im an Kabupaten Sidoarjo.

BUDI UTOMO, ST.MM. Penata Nip. 110 022 647.

KUSDI


Halaman : 128

.I)

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46,500.00 58,000.00 49,000.00 61,500.00 46,500.00 49,000.00 2,500.00 12,500.00 , . , . , . , . , . , . , . , . , . , . , . , . , . , . , . , . , .

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, . , . , . , . , . , . , . , . , . , . , . , . , . , . , . , . , . 79,800.00 114,000.00 162,000.00

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. . . . . . . . . . . . . . . . . . . . . . . .

Margin top= 18 mm Compres 95 %. 2

5

7

3

19

4

10 #

3

12

PEMERINTAH KABUPATEN SIDOARJO DINAS P.U.CIPTA KARYA dan PERMUKIMAN KABUPATEN SIDOARJO.

Jl. AHMAD YANI No.4 .S I D O A R J O. Telp. :(031) 8960982 - FAX - : 8951349

ANALISA HARGA TERTINGGI metode S.N.I. 03-2835-2002 PEKERJAAN PEMBORONGAN PEREODE Bulan JANUARI 2008 ( Semester Pertama ) PEKERJAAN PERSIAPAN 1. 1 m2 Pembersihan Lapangan dan Peralatan Upah An. SNI ( Revisi ) 6.8.1 0.100 O/hr Pekerja @ Rp 0.050 O/hr Mandor @ Rp Harga 1 m2 2. 1 m' Pengukuran dan Pasang Papan Bowplank Bahan An. SNI ( Revisi ) 6.4.1 0.012 m3 Kayu meranti 5/7 @ Rp 0.020 kg Paku biasa 2" - 5 " @ Rp 0.007 m3 Kayu Papan meranti 3/2 @ Rp Upah An. SNI ( Revisi ) 6.4.2 0.100 Oh Tukang Kayu 0.100 Oh Pekerja 0.010 Oh Kepala Tukang 0.005 Oh Mandor

= = = =

Rp Rp Rp Rp

40,848.00 209.58 26,726.00 67,783.58

42,000.00 32,750.00 44,000.00 55,000.00 Sub total : Total Upah dan Bahan

= = = = = =

Rp Rp Rp Rp Rp Rp

4,200.00 3,275.00 440.00 275.00 8,190.00 75,973.58

3,680.00 829.84 93,610.00 137,126.00 3,404,000.00 10,478.80 7,636.00 Sub total :

= = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp

4,600.00 4,564.12 468.05 1,234.13 245,088.00 628.73 3,054.40 259,637.43


= = = = = =

Rp Rp Rp Rp Rp Rp

8,800.00 13,100.00 880.00 1,100.00 23,880.00 283,517.43

@ Rp @ Rp @ Rp @ Rp

@ Rp @ Rp @ Rp @ Rp

Ha aman : 1


4

1 m' Pagar sementara dari kawat duri tinggi 1.8 m Bahan An. SNI ( Revisi ) 6.3.1 1.250 Btg Dolken kayu Ø 8-10 / 40@ Rp 2.000 kg Semen Portland @ Rp 25.000 kg Kawat duri @ Rp 0.005 m3 Pasir beton @ Rp 0.009 m3 K oral beton @ Rp 0.060 kg Paku biasa 2" - 5 " @ Rp

Upah An. SNI ( Revisi ) 6.3.2 0.200 Oh Tukang Kayu

3,275.00 2,750.00 6,025.00 6,025.00

3,404,000.00 10,478.80 3,818,000.00 Sub total :

3. 1 m' Pagar sementara dari kayu tinggi 2 m Bahan An. SNI ( Revisi ) 6.1.1 1.250 Btg Dolken kayu Ø 8-10 / 40@ Rp 5.500 kg Semen Portland @ Rp 0.005 m3 Pasir beton @ Rp 0.009 m3 K oral beton @ Rp 0.072 m3 Kayu meranti 5/7 @ Rp 0.060 kg Paku biasa 2" - 5 " @ Rp 0.400 Lt Residu @ Rp Upah An. SNI ( Revisi ) 6.1.2 0.200 Oh Tukang Kayu 0.400 Oh Pekerja 0.020 Oh Kepala Tukang 0.020 Oh Mandor

32,750.00 = Rp 55,000.00 = Rp = Rp = Rp

@ Rp

3,680.00 829.84 6,808.00 93,610.00 137,126.00 10,478.80 Sub total :

= = = = = = =

Rp Rp Rp Rp Rp Rp Rp

4,600.00 1,659.68 170,200.00 468.05 1,234.13 628.73 178,790.59

44,000.00 = Rp

8,800.00

0.300 Oh Pekerja 0.020 Oh Kepala Tukang 0.020 Oh Mandor

5

6

@R @R @R

32,750.00 44,000.00 55,000.00 Sub total : Total Upah dan Bahan

= Rp = Rp = Rp = Rp = Rp

1 m2 Pembuatan kantor sementara, dengan lantai plesteran (Direksi keet) Bahan An. SNI ( Revisi ) 6.5.1 1.250 Btg Dolk en k ayu Ø 8-10 / 4 @ R 3,680.00 = Rp 0.180 m3 Kayu meranti 5/7 @R 3,404,000.00 = Rp 0.850 kg Paku biasa 2" - 5 " @R 10,478.80 = Rp 1.100 kg Besi strip @R 10,166.00 = Rp 35.000 kg Semen Portland @R 829.84 = Rp 0.150 m3 Pasir pasang @R 90,684.40 = Rp 0.100 m3 Pasir beton @R 93,610.00 = Rp 0.150 m3 Koral beton @R 137,126.00 = Rp 30.000 Bh Bata merah @R 270.00 = Rp 0.250 Lbr Seng plat @R 62,560.00 = Rp 2.000 m2 Jendela nako @R 16,100.00 = Rp 0.080 m2 Kaca polos @R 56,396.00 = Rp 0.150 Bh Kunci tanam @R 82,800.00 = Rp 0.060 Lbr Playwood 4mm @R 54,142.00 = Rp = Rp Sub total : Upah An. SNI ( Revisi ) 6.5.2 2.000 Oh Tukang Kayu @R 44,000.00 = Rp 1.000 Oh Tukang batu @R 42,000.00 = Rp 1.000 Oh Pekerja @R 32,750.00 = Rp 0.300 Oh Kepala Tukang @R 44,000.00 = Rp 0.050 Oh Mandor @R 55,000.00 = Rp = Rp Sub total : Total Upah dan Bahan = Rp 1 m2 Pembuatan gudang semen dan alat-alat Bahan An. SNI ( Revisi ) 6.6.1 1.700 Btg Dolk en k ayu Ø 8-10 / 4 @ R 0.210 m3 Kayu meranti 5/7 @R 0.300 kg Paku biasa 2" - 5 " @R 10.500 kg Semen Portland @R 0.030 m3 Pasir beton @R 0.050 m3 Koral beton @R 1.500 Lbr Seng gelombang bljs 3 @ R

3,680.00 3,404,000.00 10,478.80 41,492.00 93,610.00 137,126.00 32,200.00 Sub total :

= Rp = Rp = Rp = Rp = Rp = Rp = Rp = Rp

7

8

@R @R @R @R


1 m2 Pembuatan bedeng buruh Bahan An. SNI ( Revisi ) 6.9.1

88,000.00 42,000.00 32,750.00 13,200.00 2,750.00 178,700.00 964,806.74

6,256.00 714,840.00 3,143.64 435,666.00 2,808.30 6,856.30 48,300.00 1,217,870.24

= Rp = Rp = Rp = Rp = Rp = Rp

88,000.00 32,750.00 8,800.00 2,750.00 132,300.00 1,350,170.24

3,680.00 3,404,000.00 10,478.80 32,200.00 Sub total :


11,040.00 939,504.00 7,335.16 48,300.00 1,006,179.16



66,000.00 32,750.00 6,600.00 2,750.00 108,100.00 1,114,279.16

1 m2 Pembuatan rumah jaga/konstruksi kayu Bahan An. SNI ( Revisi ) 6.7.1 3.000 Btg Dolk en k ayu Ø 8-10 / 4 @ R 0.276 m3 Kayu meranti 5/7 @R 0.700 kg Paku biasa 2" - 5 " @R 1.500 Lbr Seng gelombang bljs 3 @ R

Upah An. SNI ( Revisi ) 6.7.2 1.500 Oh Tukang Kayu 1.000 Oh Pekerja 0.150 Oh Kepala Tukang 0.050 Oh Mandor

4,600.00 612,720.00 8,906.98 11,182.60 29,044.40 13,602.66 9,361.00 20,568.90 8,100.00 15,640.00 32,200.00 4,511.68 12,420.00 3,248.52 786,106.74

Halaman : 2



9,825.00 880.00 1,100.00 20,605.00 199,395.59

@R @R @R @R

1.250 0.186 0.300 18.000 0.030 0.050 1.500 1.350

Btg m3 kg kg m3 m3 Lbr Lbr

Dol ken kayu Ø 8-10 / 4 @ R Kayu meranti 5/7 @R Paku biasa 2" - 5 " @R Semen Portland @R Pasir beton @R Koral beton @R Seng gelombang bljs 32@ R Playwood 4mm @R


9

3,680.00 3,404,000.00 10,478.80 41,492.00 93,610.00 137,126.00 32,200.00 54,142.00 Sub total :

= Rp = Rp = Rp = Rp = Rp = Rp = Rp = Rp = Rp

4,600.00 633,144.00 3,143.64 746,856.00 2,808.30 6,856.30 48,300.00 73,091.70 1,518,799.94



88,000.00 32,750.00 8,800.00 2,750.00 132,300.00 1,651,099.94

= Rp = Rp = Rp = Rp

137,448.00 838.30 54,000.00 192,286.30

= Rp = Rp = Rp

13,200.00 82.50 13,200.00

@R @R @R @R

1 m2 Pembuatan bak adukan ukuran ( 40 x 50 x 25 ) cm Bahan An. SNI ( Revisi ) 6.10.1 0.036 m3 Kayu Terentang / mera @ R 3,818,000.00 0.080 kg Paku biasa 2" - 5 " @R 10,478.80 1.000 Btg Kaso meranti 5/7 @R 54,000.00 Sub total : Upah An. SNI ( Revisi ) 6.10.2 0.300 Oh Tukang Kayu @R 44,000.00 0.0015 Oh Mandor @R 55,000.00 Sub total : Total Upah dan Bahan

= Rp

10 1 m2 Pembuatan stegger dari bambu Bahan An. SNI ( Revisi ) 6.11.1 1.000 Btg Bambu Ø 6 - 10 / 600 c @ R 0.250 Kg Tali ijuk @R

Upah An. SNI ( Revisi ) 6.11.2 0.250 Oh Tukang Kayu 0.002 Oh Kepala Tukang 0.017 Oh Pekerja 0.013 Oh Mandor

11 1 m2 Pembuatan jalan sementara Bahan An. SNI ( Revisi ) 6.12.1 0.150 m3 Batu belah 15/20 0.090 m3 Batu pecah 5/7 0.010 m3 Pasir pasang Upah An. SNI ( Revisi ) 6.12.2 1.000 Oh Pekerja 0.050 Oh Mandor

12 1 m3 Bongkaran beton bertulang Upah An. SNI ( Revisi ) 6.13.1 6.667 Oh Pekerja 0.333 Oh Mandor

205,486.30 Halaman : 3


20,000.00 = Rp 5,372.80 = Rp = Rp Sub total :

@R @R @R @R

20,000.00 1,343.20 21,343.20



11,000.00 88.00 556.75 715.00 12,359.75 33,702.95

@R @R @R

92,000.00 108,713.64 90,684.40 Sub total :

= Rp = Rp = Rp = Rp

13,800.00 9,784.23 906.84 24,491.07

@R @R

32,750.00 55,000.00 Sub total : Total Upah dan Bahan

= Rp = Rp = Rp = Rp

32,750.00 2,750.00 35,500.00 59,991.07

@R @R

32,750.00 55,000.00 Sub total : Total Upah

= Rp = Rp = Rp = Rp

218,344.25 18,315.00 236,659.25 236,659.25

@R @R

= Rp = Rp = Rp = Rp

218,344.25 1,815.00 220,159.25 220,159.25

13 1 m3 Bongkaran dinding tembok bata merah Upah An. SNI ( Revisi ) 6.14.1+ membuat 6.667 Oh Pekerja 0.033 Oh Mandor

32,750.00 55,000.00 Sub total : Total Upah

14 1 m' Pagar sementara dari seng gelombang tinggi 2 m Bahan An. SNI ( Revisi ) 6.2.1 1.250 Btg Dolken kayu Ø 8-10 / 40@ R 3,680.00 2.500 kg Semen Portland @R 829.84 1.200 Lbr Seng gelombang 3" - 5" @ R 32,200.00 0.005 m3 Pasir beton @R 93,610.00 0.009 m3 Koral beton @R 137,126.00 0.072 m3 Kayu meranti 5/7 @R 3,404,000.00 0.060 kg Paku biasa 2" - 5 " @R 10,478.80 0.450 kg Meni besi @R 12,420.00 Sub total : Upah An. SNI ( Revisi ) 6.2.2 0.200 Oh T ukang Kayu @R 44,000.00

= Rp = Rp = Rp = Rp = Rp = Rp = Rp = Rp = Rp

4,600.00 2,074.60 38,640.00 468.05 1,234.13 245,088.00 628.73 5,589.00 298,322.51

= Rp

8,800.00 Halaman : 4


0.400 0.020 0.020

Oh Pekerja Oh Kepala Tukang Oh Mandor

@R @R @R

32,750.00 44,000.00 55,000.00 Sub total : Total Upah dan Bahan

15. 1 m' Pasang pagar kawat jaring galvanis(Harmonikaq), tinggi 1 meter. Bahan An. SNI ( Revisi ) 6.15.1 0.434 Lbr Pagar kawat jaring @R 19,044.00 Sub total : Upah An. SNI ( Revisi ) 6.15.2 0.042 Oh Pekerja @R 32,750.00 0.004 Oh Kepala Tukang @R 44,000.00 0.042 Oh Tukang @R 44,000.00 0.002 Oh Mandor @R 55,000.00 Sub total : Total Upah dan Bahan 16. 1 m' Pasang pagar beton pracetak ( 5 x 50 x 213 ) cm tinggi 1 meter Bahan An. SNI ( Revisi ) 6.16.1 0.986 Lbr Panel beton pracetak @ R 197,025.00 0.525 Btg Kolom beton pracetak @ R 127,650.00 0.074 m3 Pasir beton @R 93,610.00 0.146 m3 Koral 2/3 @R 137,126.00 45.000 Kg Semen abu-abu @R 829.84 Sub total : Upah An. SNI ( Revisi ) 6.16.2 0.125 Oh Tukang batu @R 42,000.00 0.375 Oh Pekerja @R 32,750.00 0.012 Oh Kepala tukang @R 44,000.00 0.019 Oh Mandor @R 55,000.00 Sub total : Total Upah dan Bahan


13,100.00 880.00 1,100.00 23,880.00 322,202.51

= Rp = Rp

8,265.10 8,265.10


1,375.50 176.00 1,848.00 110.00 3,509.50 11,774.60


194,266.65 67,016.25 6,927.14 20,020.40 37,342.80 325,573.24


5,250.00 12,281.25 528.00 1,045.00 19,104.25 344,677.49

197,025.00 63,825.00


Halaman : 5

2

5

7

3

19

4

10

1

12

PEKERJAAN TANAH 1. 1 m3 Galian Untuk Tanah Biasa sedalam 1 m Upah An. SNI ( Revisi ) 6.1.1 0.400 Oh Pekerja @R 0.040 Oh Mandor @R

32,750.00 = Rp. 55,000.00 = Rp. = Rp. Total Upah = Rp

2. 1 m3 Galian Untuk Tanah Biasa sedalam 2 m Upah An. SNI ( Revisi ) 6.2.1 0.526 Oh Pekerja @R 0.052 Oh Mandor @R


3. 1 m3 Galian Untuk Tanah Biasa sedalam 3 m Upah An. SNI ( Revisi ) 6.3.1 0.735 Oh Pekerja @R 0.073 Oh Mandor @R


4. 1 m3 Galian Untuk Tanah keras sedalam 1 m Upah An. SNI ( Revisi ) 6.4.1 0.625 Oh Pekerja @R 0.062 Oh Mandor @R


5. 1 m3 Galian Untuk Tanah cadas sedalam 1 m Upah An. SNI ( Revisi ) 6.5.1 1.250 Oh Pekerja @R 0.125 Oh Mandor @R


6. 1 m3 Galian Untuk Tanah lumpur sedalam 1 m Upah An. SNI ( Revisi ) 6.6.1 0.825 Oh Pekerja @R 0.082 Oh Mandor @R


7. 1 m2 Pekerjaan stripping setinggi 1 m Upah An. SNI ( Revisi ) 6.7.1 0.050 Oh Pekerja 0.005 Oh Mandor

8. 1 m3 Pembuangan tanah sejauh 150 m Upah An. SNI ( Revisi ) 6.8.1 0.516 Oh Pekerja

@ R 32,750.00 @ R 55,000.00 Sub total : Total Upah

@R

= Rp. = Rp. = Rp. = Rp

32,750.00 = Rp.

Oh Mandor

9. 1 m 3 Urug an k em bali Upah An. SNI ( Revisi ) 6.9.1 0.192 Oh Pekerja 0.019 Oh Mandor

17,226.50 2,860.00 20,086.50 20,086.50

24,071.25 4,015.00 28,086.25 28,086.25

20,468.75 3,410.00 23,878.75 23,878.75

40,937.50 6,875.00 47,812.50 47,812.50

27,018.75 4,510.00 31,528.75 31,528.75

1,637.50 275.00 1,912.50 1,912.50

16,899.00 Halaman : 6


0.050

13,100.00 2,200.00 15,300.00 15,300.00

@ R 55,000.00 = Rp. = Rp. Sub total : Total Upah = Rp


= Rp. = Rp. = Rp. = Rp

2,750.00 19,649.00 19,649.00

6,288.00 1,045.00 7,333.00 7,333.00

12

10. 1 m3 Pemadatan tanah konvensional. Upah An. SNI ( Revisi ) 6.10.1 0.500 Oh Pekerja 0.050 Oh Mandor

11. 1 m3 Urugan pasir dengan pasir urug. Bahan An. SNI ( Revisi ) 6.11.1 1.200 m3 Pasir urug Upah An. SNI ( Revisi ) 6.11.2 0.300 Oh Pekerja 0.0100 Oh Mandor


= Rp. = Rp. = Rp. = Rp

16,375.00 2,750.00 19,125.00 19,125.00

@ R 74,520.00 = Rp. = Rp. Sub total :

89,424.00 89,424.00

@ R 32,750.00 @ R 55,000.00 Sub total : Total Upah + bah

= Rp. = Rp. = Rp. = Rp

9,825.00 550.00 10,375.00 99,799.00

= Rp. = Rp. = Rp. = Rp.

24,591.60 49,069.01 29,833.30 103,493.91

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp

27,280.75 17,472.00 1,760.00 4,565.00 51,077.75 154,571.66

= Rp. = Rp. = Rp.

90,034.88 39,100.00 129,134.88

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp

27,280.75 17,472.00 1,804.00 4,455.00 51,011.75 180,146.63

12. 1 m3 Lapisan pudel campuran 1 Kp : 3 Ps : 7 Tnh liat. Bahan An. SNI ( Revisi ) 6.12.1 0.330 m3 Pasir urug @ R 74,520.00 0.109 m3 Kapur padam @ R 450,174.40 0.763 m3 tanah urug / tanah liat @ R 39,100.00 Sub total : Upah An. SNI ( Revisi ) 6.12.2 0.833 Oh Pekerja @ R 32,750.00 0.416 Oh Tukang batu @ R 42,000.00 0.040 Oh Kepala tukang @ R 44,000.00 0.0830 Oh Mandor @ R 55,000.00 Sub total : Total Upah + bah 13. 1 m3 Lapisan pudel campuran 1 Kp : 5 Tnh liat Bahan An. SNI ( Revisi ) 6.13.1 0.200 m3 Kapur padam @ R 450,174.40 1.000 m3 tanah urug / tanah liat @ R 39,100.00 Sub total : Upah An. SNI ( Revisi ) 6.13.2 0.833 Oh Pekerja @ R 32,750.00 0.416 Oh Tukang batu @ R 42,000.00 0.041 Oh Kepala tukang @ R 44,000.00 0.081 Oh Mandor @ R 55,000.00 Sub total : Total Upah + bah

Halaman : 7


14. 1 m3 Pemasangan lapisan ijuk Bahan An. SNI ( Revisi ) 6.14.1 1.200 m3 Ijuk

Upah An. SNI ( Revisi ) 6.14.2 0.150 Oh Pekerja 0.015 Oh Mandor

@ R ######### = Rp. 4,835,520.00 = Rp. 4,835,520.00 Sub total :


15. 1 m2 Pembuatan jalan sementara, tebal 25 cm Bahan An. SNI ( Revisi ) 6.17.1 0.250 m3 Batu belah @ R 92,000.00 0.030 m3 Kerikil @ R 174,570.00 0.050 m3 Pasir pasang @ R 90,684.40 Sub total : Upah An. SNI ( Revisi ) 6.17.2 1.000 Oh Pekerja @ R 32,750.00 0.100 Oh Mandor @ R 55,000.00 Sub total : Total Upah + bah

= Rp. 4,912.50 = Rp. 825.00 = Rp. 5,737.50 = Rp 4,841,257.50

= Rp. = Rp. = Rp. = Rp.

23,000.00 5,237.10 4,534.22 32,771.32

= Rp. = Rp. = Rp. = Rp

32,750.00 5,500.00 38,250.00 71,021.32

MENGURUG DENGAN SIRTU A PEMADATAN DAN CUKUP DIGELAR / DIRATAKAN DENGAN TENAGA MANUSIA. 16 1 m3 Urugan sirtu Bahan An. SNI ( Revisi ) 6.15.1 1.200 m3 Sirtu

Upah An. SNI ( Revisi ) 6.15.2 0.250 Oh Pekerja 0.025 Oh Mandor

@ R 39,100.00 = Rp. Sub total : = Rp.

46,920.00 46,920.00


8,187.50 1,375.00 9,562.50 56,482.50

= Rp. = Rp. = Rp. = Rp


Halaman : 8

NGURUG DENGAN SIRTU UNTUK PARTAI BESAR ( DIATAS 200 m3 ) ENGAN ARMADA TRUK TRONTON + PEMADATAN DENGAN DOSER.. 1 - Menguruk sirtu per M3 (An- SNI -revisi 6.15.) (Jarak dengan penggambilan sirtu +/- 10 Km) Bahan An. SNI ( Revisi ) 6.15.1 = Rp. Upah An. SNI ( Revisi ) 6.15.2 = Rp. Sub total : = Rp. 1 Biaya transportasi. 1,500.00 = Rp. Total Biaya / M3 = Rp

46,920.00 9,562.50 56,482.50 1,500.00 57,982.50

2 - Menguruk sirtu per M3 (An- SNI -revisi 6.15.) (Jarak dengan penggambilan sirtu +/- 20 Km) Bahan An. SNI ( Revisi ) 6.15.1 = Rp. Upah An. SNI ( Revisi ) 6.15.2 = Rp. Sub total : = Rp. 2 Biaya transportasi. 1,750.00 = Rp. Total Biaya / M3 = Rp

46,920.00 9,562.50 56,482.50 3,062.50 59,545.00


46,920.00 9,562.50 56,482.50 3,750.00 60,232.50


46,920.00 9,562.50 56,482.50 4,875.00 61,357.50

5 - Menguruk sirtu per M3 (An- SNI -revisi 6.15.) (Jarak dengan penggambilan sirtu +/- 50 Km) Bahan An. SNI ( Revisi ) 6.15.1 = Rp. Upah An. SNI ( Revisi ) 6.15.2 = Rp.

46,920.00 9,562.50

Sub total : = Rp. 1,750.00 = Rp. Total Biaya / M3 = Rp

56,482.50 7,000.00 63,482.50


46,920.00 9,562.50 56,482.50 8,312.50 64,795.00

4 Biaya transportasi.


Halaman : 9

MENGURUG DENGAN SIRTU UNTUK PARTAI KECIL ( KURANG DARI 200 m3 ) N ANGKUTAN TRUK DISEL 3/4. T ANPA PEMADATAN (Cukup digelar dan dira 1.34290 1 - Menguruk sirtu per M3 (An- SNI -revisi 6.15.) (Jarak dengan penggambilan sirtu +/- 10 Km) Bahan An. SNI ( Revisi ) 6.15.1 = Rp. Upah An. SNI ( Revisi ) 6.15.2 = Rp. Sub total : = Rp. 1 Biaya transportasi. 1,500.00 = Rp. Total Biaya / M3 = Rp

46,920.00 9,562.50 56,482.50 2,013.00 58,495.50


46,920.00 9,562.50 56,482.50 4,637.50 61,120.00


46,920.00 9,562.50 56,482.50 5,325.00 61,807.50


46,920.00 9,562.50 56,482.50 6,675.00 63,157.50


46,920.00 9,562.50 56,482.50 9,362.50 65,845.00


46,920.00 9,562.50 56,482.50 10,937.50 67,420.00

1.34290


Halaman : 10

2

5

7

3

19

4

10 # 12

12

PEKERJAAN PONDASI 1. 1 m3 Pasang pondasi batu kosong (Aanstamping) Bahan An. SNI ( Revisi ) 6.14.1 1.200 m3 Batu belah ( 15/20 ) @ R 92,000.00 0.300 m3 Pasir urug @ R 74,520.00 Sub total : Upah An. SNI ( Revisi ) 6.14.2 0.780 Oh Pekerja @ R 32,750.00 0.390 Oh Tukang batu @ R 42,000.00 0.039 Oh Kepala tukang @ R 44,000.00 0.039 Oh Mandor @ R 55,000.00 Sub total : Total upah+baha 2. 1 m3 Pasang pondasi batu kali 1 Pc : 1 Ps Bahan An. SNI ( Revisi ) 6.1.1 1.200 m3 Batu belah ( 15/20 ) ###### Kg Semen porland 0.314 m3 Pasir pasang Upah An. SNI ( Revisi ) 6.1.2 1.500 Oh Pekerja 0.600 Oh Tukang batu 0.060 Oh Kepala tukang 0.075 Oh Mandor

3. 1 m3 Pasang pondasi batu kali 1 Pc : 2 Ps Bahan An. SNI ( Revisi ) 6.2.1 1.100 m3 Batu belah ( 15/20 ) ###### Kg Semen porland 0.427 m3 Pasir pasang Upah An. SNI ( Revisi ) 6.2.2 1.500 Oh Pekerja 0.600 Oh Tukang batu 0.060 Oh Kepala tukang 0.075 Oh Mandor

= Rp = Rp = Rp

110,400.00 22,356.00 132,756.00

= = = = = =

Rp Rp Rp Rp Rp Rp

25,545.00 16,380.00 1,716.00 2,145.00 45,786.00 178,542.00

@ R 92,000.00 @R 829.84 @ R 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

110,400.00 325,297.28 28,474.90 464,172.18

@ R 32,750.00 @ R 42,000.00 @ R 44,000.00 @ R 55,000.00 Sub total : Total upah+baha

= = = = = =

Rp Rp Rp Rp Rp Rp

49,125.00 25,200.00 2,640.00 4,125.00 81,090.00 545,262.18

@ R 92,000.00 @R 829.84 @ R 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

101,200.00 221,567.28 38,722.24 361,489.52

@ R 32,750.00 @ R 42,000.00 @ R 44,000.00 @ R 55,000.00 Sub total : Total upah+baha

= = = = = =

Rp Rp Rp Rp Rp Rp

49,125.00 25,200.00 2,640.00 4,125.00 81,090.00 442,579.52

= = = =

Rp Rp Rp Rp

101,200.00 194,597.48 36,228.42 332,025.90

= = = = = =

Rp Rp Rp Rp Rp Rp

49,125.00 25,200.00 2,640.00 4,125.00 81,090.00 413,115.90

4. 1 m3 Pasang pondasi batu kali 1 Pc : 2.5 Ps Bahan An. SNI ( Revisi ) 6.3.1 1.100 m3 Batu belah ( 15/20 ) @ R 92,000.00 ###### Kg Semen porland @R 829.84 0.400 m3 Pasir pasang @ R 90,684.40 Sub total : Upah An. SNI ( Revisi ) 6.3.2 1.500 Oh Pekerja @ R 32,750.00 0.600 Oh Tukang batu @ R 42,000.00 0.060 Oh Kepala tukang @ R 44,000.00 0.075 Oh Mandor @ R 55,000.00 Sub total : Total upah+baha

Halaman : 11



@ R 92,000.00 @R 829.84 @ R 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

101,200.00 167,627.68 43,981.93 312,809.61

@R @R @R @R

= = = =

Rp Rp Rp Rp

49,125.00 25,200.00 2,640.00 4,125.00

32,750.00 42,000.00 44,000.00 55,000.00




= Rp Sub total : Total upah+bahan = Rp

81,090.00 393,899.61

@ R 92,000.00 @R 829.84 @ R 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

101,200.00 135,263.92 47,155.89 283,619.81

@ R 32,750.00 = @ R 42,000.00 = @ R 44,000.00 = @ R 55,000.00 = = Sub total : Total upah+bahan =

Rp Rp Rp Rp Rp Rp

49,125.00 25,200.00 2,640.00 4,125.00 81,090.00 364,709.81

@ R 92,000.00 @R 829.84 @ R 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

101,200.00 112,858.24 49,332.31 263,390.55


Rp Rp Rp Rp Rp Rp

49,125.00 25,200.00 2,640.00 4,125.00 81,090.00 344,480.55

@ R 92,000.00 @R 829.84 @ R 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

101,200.00 97,091.28 50,873.95 249,165.23


Rp Rp Rp Rp Rp Rp

49,125.00 25,200.00 2,640.00 4,125.00 81,090.00 330,255.23 Halaman : 12


9. 1 m3 Pasang pondasi batu kali 1 Pc : 8 Ps Bahan An. SNI ( Revisi ) 6.8.1 1.100 m3 Batu belah ( 15/20 ) 91.000 Kg Semen porland 0.561 m3 Pasir pasang Upah An. SNI ( Revisi ) 6.8.2 1.500 Oh Pekerja 0.600 Oh Tukang batu 0.060 Oh Kepala tukang 0.075 Oh Mandor

10. 1 m3 Pasang pondasi batu kali 1 Kp : 1 Sm Bahan An. SNI ( Revisi ) 6.9.1 1.100 m3 Batu belah ( 15/20 ) 0.229 m3 Kapur pasang 0.229 m3 Semen merah 0.544 m3 Pasir pasang Upah An. SNI ( Revisi ) 6.9.2 1.500 Oh Pekerja 0.600 Oh Tukang batu 0.060 Oh Kepala tukang

@ R 92,000.00 @R 829.84 @ R 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

101,200.00 75,515.44 50,873.95 227,589.39


Rp Rp Rp Rp Rp Rp

49,125.00 25,200.00 2,640.00 4,125.00 81,090.00 308,679.39

Rp Rp Rp Rp Rp

101,200.00 103,089.94 31,602.00 49,332.31 285,224.25

32,750.00 = Rp 42,000.00 = Rp 44,000.00 = Rp

49,125.00 25,200.00 2,640.00

: 1 Ps @ R 92,000.00 @ R 450,174.40 @ R 138,000.00 @ R 90,684.40 Sub total : @R @R @R

= = = = =

0.075

Oh Mandor

11. 1 m3 Pasang pondasi batu kali 1 Kp : 1 Sm Bahan An. SNI ( Revisi ) 6.10.1 1.100 m3 Batu belah ( 15/20 ) 0.170 m3 Kapur pasang 0.170 m3 Semen merah 0.340 m3 Pasir pasang Upah An. SNI ( Revisi ) 6.10.2 1.500 Oh Pekerja 0.600 Oh Tukang batu 0.060 Oh Kepala tukang 0.075 Oh Mandor

@ R 55,000.00 = Rp = Rp Sub total : Total upah+bahan = Rp : 2 Ps @ R 92,000.00 @ R 450,174.40 @ R 138,000.00 @ R 90,684.40 Sub total :

= = = = =

Rp Rp Rp Rp Rp

101,200.00 76,529.65 23,460.00 30,832.70 232,022.34


Rp Rp Rp Rp Rp Rp

52,500.00 33,000.00 2,100.00 4,125.00 91,725.00 323,747.34

Rp Rp Rp Rp Rp

101,200.00 129,455.04 14,405.58 52,959.69 298,020.31

Rp Rp Rp

52,500.00 33,000.00 2,100.00

12. 1 m3 Pasang pondasi batu kali 1 Pc : 1/4 Kp : 4 Ps Bahan An. SNI ( Revisi ) 6.11.1 1.100 m3 Batu belah ( 15/20 ) @ R 92,000.00 = ###### Kg Semen portland @R 829.84 = 0.032 m3 Kapur pasang @ R 450,174.40 = 0.584 m3 Pasir pasang @ R 90,684.40 = = Sub total : Upah An. SNI ( Revisi ) 6.11.2 1.500 Oh Pekerja @ R 32,750.00 = 0.600 Oh Tukang batu @ R 42,000.00 = 0.060 Oh Kepala tukang @ R 35,000.00 =

Halaman : 13


0.075

Oh Mandor

@ R 55,000.00 = Rp = Rp Sub total : Total upah+bahan = Rp

13. 1 m3 Pasang pondasi batu kali 1 Pc : 3 Kp : 10 Ps Bahan An. SNI ( Revisi ) 6.12.1 1.100 m3 Batu belah ( 15/20 ) @ R 92,000.00 = 61.000 Kg Semen portland @R 829.84 = 0.147 m3 Kapur pasang @ R 450,174.40 = 0.492 m3 Pasir pasang @ R 90,684.40 = = Sub total : Upah An. SNI ( Revisi ) 6.12.2 1.500 Oh Pekerja @ R 32,750.00 = 0.600 Oh Tukang batu @ R 42,000.00 = 0.060 Oh Kepala tukang @ R 35,000.00 = 0.075 Oh Mandor @ R 55,000.00 = = Sub total : Total upah+bahan =

@R @R @R

4,125.00 91,725.00 389,745.31

Rp Rp Rp Rp Rp

101,200.00 50,620.24 66,175.64 44,616.72 262,612.60

Rp Rp Rp Rp Rp Rp

52,500.00 33,000.00 2,100.00 4,125.00 91,725.00 354,337.60

Rp Rp Rp Rp Rp

101,200.00 34,023.44 58,972.85 47,427.94 241,624.23

Rp Rp Rp Rp Rp Rp

49,125.00 25,200.00 2,100.00 4,125.00 80,550.00 322,174.23

8,740.00 = Rp 829.84 = Rp 93,610.00 = Rp

655,500.00 167,627.68 29,955.20

14. 1 m3 Pasang pondasi batu kali 1/4 Pc : 1 Kp : 4 Ps Bahan An. SNI ( Revisi ) 6.13.1 1.100 m3 Batu belah ( 15/20 ) @ R 92,000.00 = 41.000 Kg Semen portland @R 829.84 = 0.131 m3 Kapur pasang @ R 450,174.40 = 0.523 m3 Pasir pasang @ R 90,684.40 = = Sub total : Upah An. SNI ( Revisi ) 6.13.2 1.500 Oh Pekerja @ R 32,750.00 = 0.600 Oh Tukang batu @ R 42,000.00 = 0.060 Oh Kepala tukang @ R 35,000.00 = 0.075 Oh Mandor @ R 55,000.00 = = Sub total : Total upah+bahan = 15. 1 m3 Pasang pondasi siklop 40 % batu kali Bahan An. SNI ( Revisi ) 6.15.1 75.000 Kg Besi beton ###### Kg Semen portland 0.320 m3 Pasir beton

4,125.00 81,090.00 366,314.25

0.490 m3 Koral beton 0.800 Kg Kawat beton Upah An. SNI ( Revisi ) 6.15.2 3.000 Oh Pekerja 0.850 Oh Tukang batu 0.085 Oh Kepala tukang 0.150 Oh Mandor

16. 1 m3 Pasang pondasi sumuran Ø 100 cm Bahan An. SNI ( Revisi ) 6.16.1 0.450 m3 Batu belah ( 15/20 ) ###### Kg Semen portland 0.450 m3 Pasir beton

@ R 137,126.00 = Rp @ R 10,764.00 = Rp = Rp Sub total : @ R 32,750.00 = @ R 42,000.00 = @ R 35,000.00 = @ R 55,000.00 = = Sub total : Total upah+bahan =

@R @R @R

Rp 98,250.00 Rp 35,700.00 Rp 2,975.00 Rp 8,250.00 Rp 145,175.00 Rp 1,074,060.82

92,000.00 = Rp 829.84 = Rp 93,610.00 = Rp

Upah An. SNI ( Revisi ) 6.16.2 2.380 Oh Pekerja 0.300 Oh Tukang batu 0.030 Oh Kepala tukang 0.080 Oh Mandor

41,400.00 232,355.20 42,124.50 Halaman : 14


0.670 m3 Koral beton

67,191.74 8,611.20 928,885.82

@ R 137,126.00 = Rp Sub total : = Rp

91,874.42 407,754.12


Rp Rp Rp Rp Rp Rp

77,945.00 12,600.00 1,050.00 4,400.00 95,995.00 503,749.12

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

1,415.88 8,799.34 20,568.90 50,205.32 393,300.00 9,687.60 122,176.00 1,257.46 529.92 2,207.04 610,147.46


32,750.00 28,140.00 2,345.00 2,750.00 65,985.00 676,132.46 676,132.46

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

1,192.32 5,961.60 17,140.75 40,662.16 301,530.00 7,534.80 103,086.00 1,257.46 529.92 1,839.20 480,734.21


26,200.00 21,000.00 1,750.00 2,200.00 51,150.00 531,884.21 531,884.21

17. 1 m' Pembuatan tiang pancang ( 40 x 40 ) cm, beton bertulang Bahan An. SNI ( Revisi ) 6.17.1 0.019 m3 Pasir urug darat @ R 74,520.00 = 0.094 m3 Pasir beton @ R 93,610.00 = 0.150 m3 Koral beton @ R 137,126.00 = 60.500 Kg Semen portland @R 829.84 = 45.000 Kg Besi beton @R 8,740.00 = 0.900 Kg Kawat beton @ R 10,764.00 = 0.032 m3 Kayu meranti 5/7 @ R ######### = 0.120 Kg Paku @ R 10,478.80 = 0.090 Lt Minyak bekisting @R 5,888.00 = 0.240 Kg Plamuur tembok @R 9,196.00 = = Sub total : Upah An. SNI ( Revisi ) 6.17.2 1.000 Oh Pekerja @ R 32,750.00 = 0.670 Oh Tukang batu @ R 42,000.00 = 0.067 Oh Kepala tukang @ R 35,000.00 = 0.050 Oh Mandor @ R 55,000.00 = = Sub total : Total upah+bahan = Jadi harga 1 Meter Tiang pancang ukuran 40 x 40 Cm2 = 18. 1 m' Pembuatan tiang pancang ( 35 x 35 ) cm, beton bertulang Bahan An. SNI ( Revisi ) 6.18.1 0.016 m3 Pasir urug darat @ R 74,520.00 = 0.080 m3 Pasir beton @ R 74,520.00 = 0.125 m3 Koral beton @ R 137,126.00 = 49.000 Kg Semen portland @R 829.84 = 34.500 Kg Besi beton @R 8,740.00 = 0.700 Kg Kawat beton @ R 10,764.00 = 0.027 m3 Kayu meranti 5/7 @ R ######### = 0.120 Kg Paku @ R 10,478.80 = 0.090 Lt Minyak bekisting @R 5,888.00 = 0.200 Kg Plamuur tembok @R 9,196.00 = Sub total : = Upah An. SNI ( Revisi ) 6.18.2 0.800 Oh Pekerja @ R 32,750.00 = 0.500 Oh Tukang batu @ R 42,000.00 = 0.050 Oh Kepala tukang @ R 35,000.00 = 0.040 Oh Mandor @ R 55,000.00 = Sub total : = Total upah+bahan = Jadi harga 1 Meter Tiang pancang ukuran 35 x 35 Cm2 =


Halaman : 15

Halaman : 13

2

5

7

3

19

4

10 # 3

12

PEKERJAAN BETON TUMBUK & BETON BERTULANG BETON TUMBUK. 1. 1 m3 Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr Bahan An. SNI ( Revisi ) 6.1.1 ###### Kg Semen portland @R 0.520 m3 Pasir beton @R 0.870 m3 Koral beton @R Upah An. SNI ( Revisi ) 6.1.2 1.650 Oh Pekerja 0.250 Oh Tukang batu 0.025 Oh Kepala tukang 0.080 Oh Mandor

829.84 93,610.00 137,126.00 Sub total :

= = = =

Rp Rp Rp Rp

180,905.12 48,677.20 119,299.62 348,881.94

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

54,037.50 10,500.00 1,100.00 4,400.00 70,037.50 418,919.44

829.84 93,610.00 137,126.00 Sub total :

= = = =

Rp Rp Rp Rp

163,478.48 43,996.70 128,898.44 336,373.62

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

54,037.50 10,500.00 1,100.00 4,400.00 70,037.50 406,411.12

829.84 93,610.00 137,126.00 Sub total :

= = = =

Rp Rp Rp Rp

143,562.32 53,357.70 119,299.62 316,219.64

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

54,037.50 10,500.00 1,100.00 4,400.00 70,037.50 386,257.14

= = = =

Rp Rp Rp Rp

9,045.26 2,433.86 5,964.98 17,444.10

32,750.00 = Rp 42,000.00 = Rp 44,000.00 = Rp

2,701.88 525.00 55.00

@R @R @R @R Sub total : Total upah+bahan :

2. 1 m3 Membuat beton tumbuk, 1 Pc : 3 Ps : 6 Kr Bahan An. SNI ( Revisi ) 6.2.1 ###### Kg Semen portland @R 0.470 m3 Pasir beton @R 0.940 m3 Koral beton @R Upah An. SNI ( Revisi ) 6.2.2 1.650 Oh Pekerja 0.250 Oh Tukang batu 0.025 Oh Kepala tukang 0.080 Oh Mandor


3. 1 m3 Membuat beton tumbuk, 1 Pc : 4 Ps : 6 Kr Bahan An. SNI ( Revisi ) 6.3.1 ###### Kg Semen portland @R 0.570 m3 Pasir beton @R 0.870 m3 Koral beton @R Upah An. SNI ( Revisi ) 6.3.2 1.650 Oh Pekerja 0.250 Oh Tukang batu 0.025 Oh Kepala tukang 0.080 Oh Mandor


4. 1 m2 Membuat lantai kerja beton tumbuk, 1 Bahan An. SNI ( Revisi ) 6.4.1 10.900 Kg Semen portland 0.026 m3 Pasir beton 0.044 m3 Koral beton Upah An. SNI ( Revisi ) 6.4.2 ###### Oh Pekerja ###### Oh Tukang batu ###### Oh Kepala tukang

Pc : 3 Ps : 5 Kr tebal 5 Cm @R @R @R

@R @R @R

829.84 93,610.00 137,126.00 Sub total :

Halaman : 32


###### Oh Mandor

@R Sub total : Total upah+bahan :

55,000.00 = Rp = Rp = Rp

220.00 3,501.88 20,945.97

829.84 = Rp 93,610.00 = Rp

192,522.88 48,677.20

ETON BERTULANG. 5. 1 m3 Membuat beton bertulang, 1 Pc : 2 Ps : 3 Kr Bahan An. SNI ( Revisi ) 6.5.1 ###### Kg Semen portland @R 0.520 m3 Pasir beton @R

0.870 m3 Koral beton Upah An. SNI ( Revisi ) 6.5.2 1.650 Oh Pekerja 0.250 Oh Tukang batu 0.025 Oh Kepala tukang 0.080 Oh Mandor

@R

137,126.00 = Rp = Rp Sub total :

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

54,037.50 10,500.00 1,100.00 4,400.00 70,037.50 430,537.20

829.84 93,610.00 137,126.00 Sub total :

= = = =

Rp Rp Rp Rp

232,355.20 42,124.50 123,413.40 397,893.10

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

54,037.50 10,500.00 1,100.00 4,400.00 70,037.50 467,930.60

829.84 93,610.00 137,126.00 Sub total :

= = = =

Rp Rp Rp Rp

292,103.68 52,421.60 95,988.20 440,513.48

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

54,037.50 10,500.00 1,100.00 4,400.00 70,037.50 537,968.10

= = = =

Rp Rp Rp Rp

296,252.88 39,316.20 115,185.84 450,754.92

Sub total : Total upah+bahan :

6. 1 m3 Membuat beton bertulang, 1 Pc : 2 Ps : 4 Kr Bahan An. SNI ( Revisi ) 6.6.1 ###### Kg Semen portland @R 0.450 m3 Pasir beton @R 0.900 m3 Koral beton @R Upah An. SNI ( Revisi ) 6.6.2 1.650 Oh Pekerja 0.250 Oh Tukang batu 0.025 Oh Kepala tukang 0.080 Oh Mandor


7. 1 m3 Membuat beton bertulang, 1 Pc : 2 Ps : 2.5 Kr Bahan An. SNI ( Revisi ) 6.7.1 ###### Kg Semen portland @R 0.560 m3 Pasir beton @R 0.700 m3 Koral beton @R Upah An. SNI ( Revisi ) 6.7.2 1.650 Oh Pekerja 0.250 Oh Tukang batu 0.025 Oh Kepala tukang 0.080 Oh Mandor


8. 1 m3 Membuat campuran beton bertulang, 1 Pc : 1.5 Ps : 3 Kr Bahan An. SNI ( Revisi ) 6.8.1 ###### Kg Semen portland @R 829.84 0.420 m3 Pasir beton @R 93,610.00 0.840 m3 Koral beton @R 137,126.00 Sub total :

Halaman : 33



119,299.62 360,499.70

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

54,037.50 10,500.00 1,100.00 4,400.00 70,037.50 520,792.42

= = = =

Rp Rp Rp Rp

320,318.24 43,996.70 95,988.20 460,303.14

= = = = = =

Rp Rp Rp Rp Rp Rp

54,037.50 10,500.00 1,100.00 4,400.00 70,037.50 530,340.64

829.84 = Rp

397,493.36


9. 1 m3 Membuat campuran beton bertulang, 1 Pc : 1.5 Ps : 2.5 Kr Bahan An. SNI ( Revisi ) 6.9.1 ###### Kg Semen portland @R 829.84 0.470 m3 Pasir beton @R 93,610.00 0.700 m3 Koral beton @R 137,126.00 Sub total : Upah An. SNI ( Revisi ) 6.9.2 1.650 Oh Pekerja @R 32,750.00 0.250 Oh Tukang batu @R 42,000.00 0.025 Oh Kepala tukang @R 44,000.00 0.080 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : 10. 1 m3 Membuat campuran beton bertulang, 1 Pc : 1 Ps : 2 Kr Bahan An. SNI ( Revisi ) 6.10.1 ###### Kg Semen portland @R

0.370 m3 Pasir beton 0.740 m3 Koral beton Upah An. SNI ( Revisi ) 6.10.2 1.650 Oh Pekerja 0.250 Oh Tukang batu 0.025 Oh Kepala tukang 0.080 Oh Mandor

@R @R

93,610.00 = Rp 137,126.00 = Rp = Rp Sub total :

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

54,037.50 10,500.00 1,100.00 4,400.00 70,037.50 603,639.80

= = = = =

Rp Rp Rp Rp Rp

365,129.60 46,805.00 109,700.80 101,475.00 623,110.40

= = = = = =

Rp Rp Rp Rp Rp Rp

54,037.50 10,500.00 1,100.00 4,400.00 70,037.50 693,147.90

829.84 = Rp 93,610.00 = Rp

278,826.24 50,549.40


11. 1 m3 Membuat beton tiang pancang prestressed beton Bahan An. SNI ( Revisi ) 6.11.1 ###### Kg Semen portland @R 829.84 0.500 m3 Pasir beton @R 93,610.00 0.800 m3 Koral beton @R 137,126.00 2.460 Gln Repidrant @R 41,250.00 Sub total : Upah An. SNI ( Revisi ) 6.11.2 1.650 Oh Pekerja @R 32,750.00 0.250 Oh Tukang batu @R 42,000.00 0.025 Oh Kepala tukang @R 44,000.00 0.080 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : 12. 1 m3 Membuat beton dengan puzzdith - 100 XR Bahan An. SNI ( Revisi ) 6.12.1 ###### Kg Semen portland @R 0.540 m3 Pasir beton @R

Halaman : 34


0.810 m3 Koral beton 1.000 Ltr Puzzdith - 100 XR Upah An. SNI ( Revisi ) 6.12.2 1.650 Oh Pekerja 0.250 Oh Tukang batu 0.025 Oh Kepala tukang 0.080 Oh Mandor

@R @R

137,126.00 = Rp 42,500.00 = Rp = Rp Sub total :

@R @R @R @R

13. 1 m3 Membuat beton bertulang 1 Pc : 1 Ps : 1 Kr Bahan An. SNI ( Revisi ) 6.17.1 ###### Kg Semen portland @R 0.520 m3 Pasir beton @R 0.520 m3 Koral beton @R

= = = = = =

Rp Rp Rp Rp Rp Rp

54,037.50 10,500.00 1,100.00 4,400.00 70,037.50 552,985.20

829.84 93,610.00 137,126.00 Sub total :

= = = =

Rp Rp Rp Rp

510,351.60 48,677.20 71,305.52 630,334.32

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

65,500.00 14,700.00 1,540.00 55,000.00 136,740.00 767,074.32

829.84 93,610.00 137,126.00 65,000.00 Sub total :

= = = = =

Rp Rp Rp Rp Rp

331,936.00 44,932.80 109,700.80 78,000.00 564,569.60

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

65,500.00 14,700.00 1,540.00 55,000.00 136,740.00 701,309.60


14. 1 m3 Membuat beton kedap air dengan storox - 100 Bahan An. SNI ( Revisi ) 6.18.1 ###### Kg Semen portland @R 0.480 m3 Pasir beton @R 0.800 m3 Koral beton 2/3 @R 1.200 Kg Storox - 100 @R Upah An. SNI ( Revisi ) 6.18.2 2.000 Oh Pekerja 0.350 Oh Tukang batu 0.035 Oh Kepala tukang 1.000 Oh Mandor

111,072.06 42,500.00 482,947.70

32,750.00 42,000.00 44,000.00 55,000.00



34,635.70 101,473.24 533,602.30


PEMBESIAN. 15 1 Kg Pembesian dengan besi polos Bahan An. SNI ( Revisi ) 6.25.1 1.050 Kg Besi beton ( polos ) 0.015 Kg Kawat beton

@R @R

Upah An. SNI ( Revisi ) 6.25.2 0.007 Oh Pekerja 0.007 Oh Tukang besi 0.0007 Oh Kepala tukang 0.0003 Oh Mandor

@R @R @R @R

8,740.00 = Rp 10,764.00 = Rp = Rp Sub total : 32,750.00 42,000.00 44,000.00 55,000.00


= = = = = =

Rp Rp Rp Rp Rp Rp


@R @R

@R @R @R @R

11,638.00 = Rp 10,764.00 = Rp = Rp Sub total : 32,750.00 42,000.00 42,000.00 55,000.00

16 1 Kg Kabel presstessed polos/strands Bahan An. SNI ( Revisi ) 6.26.1 1.050 Kg Besi presstessed polos @ R 0.010 Kg Kawat beton @R

@R @R @R @R

229.25 294.00 29.40 16.50 569.15 12,950.51

9,100.00 = Rp 10,764.00 = Rp = Rp Sub total :

9,555.00 107.64 9,662.64

32,750.00 42,000.00 42,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

163.75 210.00 21.00 16.50 411.25 10,073.89

8,750.00 = Rp 10,764.00 = Rp Sub total : = Rp

8,925.00 8,665.02 17,590.02


17 1 Kg Jaring kawat baja Bahan An. SNI ( Revisi ) 6.27.1 1.020 Kg Besi jaring kawat baja 0.805 Kg Kawat beton Upah An. SNI ( Revisi ) 6.27.2 0.025 Oh Pekerja 0.025 Oh Tukang besi 0.0025 Oh Kepala tukang 0.0015 Oh Mandor

@R @R

@R @R @R @R

= = = = = =

12,219.90 161.46 12,381.36

Rp Rp Rp Rp Rp Rp



229.25 294.00 30.80 16.50 570.55 9,909.01 Halaman : 35


15.a1 Kg Pembesian dengan besi ulir Bahan An. SNI ( Revisi ) 6.25.1 1.050 Kg Besi beton ( ulir ) 0.015 Kg Kawat beton

9,177.00 161.46 9,338.46

32,750.00 42,000.00 42,000.00 55,000.00

= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

818.75 1,050.00 105.00 82.50 2,056.25 19,646.27

2,622,000.00 10,478.80 5,888.00 Sub total :

= = = =

Rp Rp Rp Rp

104,880.00 3,143.64 588.80 108,612.44

32,750.00 42,000.00 42,000.00 55,000.00

= = = =

Rp Rp Rp Rp

9,825.00 10,920.00 1,092.00 275.00


BEGESTING. 18 1 m2 Pasang bekisting untuk pondasi Bahan An. SNI ( Revisi ) 6.28.1 0.040 m3 Kayu terentang/Meranti @ R 0.300 Kg Paku biasa 2" - 5" @R 0.100 Ltr Minyak bekisting @R Upah An. SNI ( Revisi ) 6.28.2 0.300 Oh Pekerja 0.260 Oh Tukang kayu 0.026 Oh Kepala tukang 0.005 Oh Mandor

@R @R @R @R

= Rp = Rp


Halaman : 36


19 1 m2 Pasang bekisting untuk sloof Bahan An. SNI ( Revisi ) 6.29.1 0.045 m3 Kayu terentang/Meranti @ R 0.300 Kg Paku biasa 2" - 5" @R 0.100 Ltr Minyak bekisting @R Upah An. SNI ( Revisi ) 6.29.2 0.300 Oh Pekerja 0.260 Oh Tukang kayu 0.026 Oh Kepala tukang 0.005 Oh Mandor

2,622,000.00 10,478.80 5,888.00 Sub total :

= = = =

Rp Rp Rp Rp

117,990.00 3,143.64 588.80 121,722.44

32,750.00 42,000.00 42,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

9,825.00 10,920.00 1,092.00 275.00 22,112.00 143,834.44

2,622,000.00 10,478.80 5,888.00 3,542,000.00 119,600.00 3,680.00 Sub total :

= = = = = = =


104,880.00 4,191.52 1,177.60 53,130.00 41,860.00 7,360.00 212,599.12

32,750.00 42,000.00 42,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

9,825.00 13,860.00 1,386.00 330.00 25,401.00 238,000.12

2,622,000.00 10,478.80 5,888.00 3,542,000.00 119,600.00 3,680.00 Sub total :

= = = = = = =


104,880.00 4,191.52 1,177.60 63,756.00 41,860.00 7,360.00 223,225.12

32,750.00 42,000.00 42,000.00 55,000.00


= = = = = =

Rp Rp Rp Rp Rp Rp

10,480.00 13,860.00 1,386.00 330.00 26,056.00 249,281.12

@R @R @R @R

2,622,000.00 10,478.80 5,888.00 3,542,000.00

= = = =

Rp Rp Rp Rp

104,880.00 4,191.52 1,177.60 53,130.00


20 1 m2 Pasang bekisting untuk kolom Bahan An. SNI ( Revisi ) 6.30.1 0.040 m3 Kayu terentang/Meranti @ R 0.400 Kg Paku biasa 2" - 5" @R 0.200 Ltr Minyak bekisting @R 0.015 m3 Balok kayu borneo @R 0.350 Lbr Plywood tebal 9 mm @R 2.000 Btg Dolk en kayu gal am Ø 8- @ R Upah An. SNI ( Revisi ) 6.30.2 0.300 Oh Pekerja 0.330 Oh Tukang kayu 0.033 Oh Kepala tukang 0.006 Oh Mandor


21 1 m2 Pasang bekisting untuk balok Bahan An. SNI ( Revisi ) 6.31.1 0.040 m3 Kayu terentang/Meranti @ R 0.400 Kg Paku biasa 2" - 5" @R 0.200 Ltr Minyak bekisting @R 0.018 m3 Balok kayu borneo @R 0.350 Lbr Plywood tebal 9 mm @R 2.000 Btg Dolk en kayu gal am Ø 8- @ R Upah An. SNI ( Revisi ) 6.31.2 0.320 Oh Pekerja 0.330 Oh Tukang kayu 0.033 Oh Kepala tukang 0.006 Oh Mandor

22 1 m2 Pasang bekisting untuk lantai Bahan An. SNI ( Revisi ) 6.32.1 0.040 m3 Kayu terentang/Meranti 0.400 Kg Paku biasa 2" - 5" 0.200 Ltr Minyak bekisting 0.015 m3 Balok kayu borneo

@R @R @R @R

Halaman : 37


0.350 Lbr Plywood tebal 9 mm @R 6.000 Btg Dolk en kayu gal am Ø 8- @ R Upah An. SNI ( Revisi ) 6.32.2 0.320 Oh Pekerja 0.330 Oh Tukang kayu 0.033 Oh Kepala tukang 0.006 Oh Mandor

22,112.00 130,724.44

119,600.00 = Rp 3,680.00 = Rp = Rp Sub total :


32,750.00 42,000.00 42,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

41,860.00 22,080.00 117,070.00 10,480.00 13,860.00 1,386.00 330.00 26,056.00 143,126.00

23 1 m2 Pasang bekisting untuk dinding ( shear wall ) Bahan An. SNI ( Revisi ) 6.33.1 0.030 m3 Kayu terentang/Meranti @ R 0.400 Kg Paku biasa 2" - 5" @R 0.200 Ltr Minyak bekisting @R 0.020 m3 Balok kayu borneo @R 0.350 Lbr Plywood tebal 9 mm @R 3.000 Btg Dolken kayu galam Ø 8 @ R 4.000 Bh Formtie/penjaga jarak b @ R Upah An. SNI ( Revisi ) 6.33.2 0.320 Oh Pekerja 0.330 Oh Tukang kayu 0.033 Oh Kepala tukang 0.006 Oh Mandor

2,622,000.00 10,478.80 5,888.00 3,542,000.00 119,600.00 3,680.00 35,000.00 Sub total :

= = = = = = = =


78,660.00 4,191.52 1,177.60 70,840.00 41,860.00 11,040.00 140,000.00 192,900.00

32,750.00 42,000.00 42,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

10,480.00 13,860.00 1,386.00 330.00 26,056.00 218,956.00

@R @R @R @R @R @R

2,622,000.00 10,478.80 5,888.00 3,542,000.00 119,600.00 3,680.00 Sub total :

= = = = = = =


78,660.00 4,191.52 883.20 53,130.00 41,860.00 7,360.00 186,084.72

@R @R @R @R

32,750.00 42,000.00 42,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

10,480.00 13,860.00 1,386.00 330.00 26,056.00 212,140.72

2,622,000.00 10,478.80 3,680.00 Sub total :

= = = =

Rp Rp Rp Rp

69,220.80 6,287.28 1,840.00 77,348.08

32,750.00 = Rp 42,000.00 = Rp

4,912.50 2,100.00


24 1 m2 Pasang bekisting untuk tangga Bahan An. SNI ( Revisi ) 6.34.1 0.030 m3 Kayu terentang/Meranti 0.400 Kg Paku biasa 2" - 5" 0.150 Ltr Minyak bekisting 0.015 m3 Balok kayu borneo 0.350 Lbr Plywood tebal 9 mm 2.000 Btg Dolken kayu galam Ø 8 Upah An. SNI ( Revisi ) 6.34.2 0.320 Oh Pekerja 0.330 Oh Tukang kayu 0.033 Oh Kepala tukang 0.006 Oh Mandor


25 1 m2 Membuat begesting jembatan cor Bahan An. SNI ( Revisi ) 6.37.1 0.0264 m3 Kayu terentang/Meranti @ R 0.600 Kg Paku biasa 2" - 5" @R 0.500 Btg Dolken kayu galam Ø 8 @ R Upah An. SNI ( Revisi ) 6.37.2 0.150 Oh Pekerja 0.050 Oh Tukang batu

@R @R

Halaman : 38


0.005 Oh Kepala tukang 0.007 Oh Mandor

@R @R

42,000.00 = Rp 55,000.00 = Rp = Rp Sub total : Total upah+bahan : = Rp

210.00 385.00 7,607.50 84,955.58

PONDASI BETON 30 1 m3 Membuat pondasi beton bertulang ( 150 Kg besi + bekisting ) Bahan An. SNI ( Revisi ) 6.38.1 0.200 m3 Kayu terentang/Meranti @ R 2,622,000.00 1.500 Kg Paku biasa 2" - 5" @R 10,478.80 0.400 Ltr Minyak bekisting @R 5,888.00 ###### Kg Besi beton polos @R 8,740.00 2.250 Kg Kawat beton @R 10,764.00 ###### Kg Semen portland @R 829.84 0.520 m3 Pasir beton @R 93,610.00 0.780 m3 Koral beton @R 137,126.00 Sub total : Upah An. SNI ( Revisi ) 6.38.2 3.900 Oh Pekerja @R 32,750.00 0.350 Oh Tukang batu @R 42,000.00 1.040 Oh Tukang kayu @R 42,000.00 1.050 Oh Tukang besi @R 42,000.00 0.245 Oh Kepala tukang @R 44,000.00 0.165 Oh Mandor @R 55,000.00

= = = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp Rp

524,400.00 15,718.20 2,355.20 1,311,000.00 24,219.00 71,305.52 48,677.20 106,958.28 2,104,633.40

= = = = = =

Rp Rp Rp Rp Rp Rp

127,725.00 14,700.00 43,680.00 44,100.00 10,780.00 9,075.00


= Rp = Rp

250,060.00 2,354,693.40

= = = = = = = = =


707,940.00 20,957.60 3,532.80 2,622,000.00 32,292.00 268,038.32 48,677.20 106,958.28 3,810,396.20

= = = = = = = =


158,837.50 14,700.00 65,520.00 58,800.00 14,564.00 9,350.00 321,771.50 4,132,167.70

Sloof 31 1 m3 Membuat sloof beton bertulang ( 300 Kg besi + bekisting ) Bahan An. SNI ( Revisi ) 6.39.1 0.270 m3 Kayu terentang/Meranti @ R 2,622,000.00 2.000 Kg Paku biasa 2" - 5" @R 10,478.80 0.600 Ltr Minyak bekisting @R 5,888.00 ###### Kg Besi beton polos @R 8,740.00 3.000 Kg Kawat beton @R 10,764.00 ###### Kg Semen portland @R 829.84 0.520 m3 Pasir beton @R 93,610.00 0.780 m3 Koral beton @R 137,126.00 Sub total : Upah An. SNI ( Revisi ) 6.39.2 4.850 Oh Pekerja @R 32,750.00 0.350 Oh Tukang batu @R 42,000.00 1.560 Oh Tukang kayu @R 42,000.00 1.400 Oh Tukang besi @R 42,000.00 0.331 Oh Kepala tukang @R 44,000.00 0.170 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

32 1 m3 Membuat sloof beton bertulang ukuran 20 x 30 Cm dengan besi 5 dia 19 mm + beugel dia 8 mm . Bahan An. SNI ( Revisi ) 6.39.1 0.270 m3 Kayu terentang/Meranti @ R 2,622,000.00 = Rp 707,940.00 2.000 Kg Paku biasa 2" - 5" @R 10,478.80 = Rp 20,957.60 Halaman : 39


262

0.600 ###### 81.656 3.000 ###### 0.520 0.780

Ltr Kg Kg Kg Kg m3 m3

Minyak bekisting Besi beton polos dia 16 Besi begel polos dia 6 Kawat beton Semen portland Pasir beton Koral beton

Upah An. SNI ( Revisi ) 6.39.2 4.850 Oh Pekerja 0.350 Oh Tukang batu 1.560 Oh Tukang kayu 1.350 Oh Tukang besi 0.331 Oh Kepala tukang 0.170 Oh Mandor

@R @R @R @R @R @R @R

5,888.00 8,740.00 8,740.00 10,764.00 829.84 93,610.00 137,126.00 Sub total :

= = = = = = = =


3,532.80 1,571,967.66 713,676.24 32,292.00 268,038.32 48,677.20 106,958.28 3,474,040.10

@R @R @R @R @R @R

32,750.00 42,000.00 42,000.00 42,000.00 44,000.00 55,000.00

= = = = = = = =


158,837.50 14,700.00 65,520.00 56,700.00 14,564.00 9,350.00 319,671.50 3,793,711.60


33 1 m3 Membuat sloof beton bertulang ukuran 20 x 30 Cm dengan besi 5 dia Bahan An. SNI ( Revisi ) 6.39.1 0.270 m3 Kayu terentang/Meranti @ R 2,622,000.00 2.000 Kg Paku biasa 2" - 5" @R 10,478.80 0.600 Ltr Minyak bekisting @R 5,888.00 ###### Kg Besi beton polos dia 16 @ R 8,740.00 45.745 Kg Besi begel polos dia 6 @ R 8,740.00 3.000 Kg Kawat beton @R 10,764.00 ###### Kg Semen portland @R 829.84 0.520 m3 Pasir beton @R 93,610.00 0.780 m3 Koral beton @R 137,126.00 Sub total : Upah An. SNI ( Revisi ) 6.39.2 4.850 Oh Pekerja @R 32,750.00 0.350 Oh Tukang batu @R 42,000.00 1.560 Oh Tukang kayu @R 42,000.00 1.350 Oh Tukang besi @R 42,000.00 0.331 Oh Kepala tukang @R 44,000.00 0.170 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

16 mm + beugel dia 6 mm . = = = = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

707,940.00 20,957.60 3,532.80 1,114,389.33 399,808.15 32,292.00 268,038.32 48,677.20 106,958.28 2,702,593.68

= = = = = = = =


158,837.50 14,700.00 65,520.00 56,700.00 14,564.00 9,350.00 319,671.50 3,022,265.18

34 1 m3 Membuat sloof beton bertulang ukuran 15 x 20 Cm dengan besi 4 dia Bahan An. SNI ( Revisi ) 6.39.1 0.270 m3 Kayu terentang/Meranti @ R 2,622,000.00 2.000 Kg Paku biasa 2" - 5" @R 10,478.80 0.600 Ltr Minyak bekisting @R 5,888.00 ###### Kg Besi beton polos dia 12 @ R 8,740.00 35.631 Kg Besi begel polos dia 6 @ R 8,740.00 3.000 Kg Kawat beton @R 10,764.00 ###### Kg Semen portland @R 829.84 0.520 m3 Pasir beton @R 93,610.00 0.780 m3 Koral beton @R 137,126.00 Sub total : Upah An. SNI ( Revisi ) 6.39.2 4.850 Oh Pekerja @R 32,750.00 0.350 Oh Tukang batu @R 42,000.00

12 mm + beugel dia 6mm . = = = = = = = = = =


707,940.00 20,957.60 3,532.80 1,000,020.31 311,414.94 32,292.00 268,038.32 48,677.20 106,958.28 2,499,831.45

= Rp = Rp

158,837.50 14,700.00 Halaman : 40


1.560 1.350 0.331 0.170

Oh Oh Oh Oh

Tukang kayu Tukang besi Kepala tukang Mandor

@R @R @R @R

42,000.00 42,000.00 44,000.00 55,000.00


35 1 m3 Membuat sloof beton bertulang ukuran 15 x 20 Cm dengan besi 4 dia Bahan An. SNI ( Revisi ) 6.39.1 0.270 m3 Kayu terentang/Meranti @ R 10,478.80 2.000 Kg Paku biasa 2" - 5" @R 5,888.00 0.600 Ltr Minyak bekisting @R 8,740.00 79.387 Kg Besi beton polos dia 10 @ R 8,740.00 35.631 Kg Besi begel polos dia 6 @ R 8,740.00 3.000 Kg Kawat beton @R 10,764.00 ###### Kg Semen portland @R 829.84 0.520 m3 Pasir beton @R 93,610.00 0.780 m3 Koral beton @R 137,126.00 Sub total : Upah An. SNI ( Revisi ) 6.39.2 4.850 Oh Pekerja @R 32,750.00 0.350 Oh Tukang batu @R 42,000.00 1.560 Oh Tukang kayu @R 42,000.00 1.300 Oh Tukang besi @R 42,000.00 0.331 Oh Kepala tukang @R 44,000.00 0.170 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

= = = = = =

Rp Rp Rp Rp Rp Rp

65,520.00 56,700.00 14,564.00 9,350.00 319,671.50 2,819,502.95

10 mm + kegesting . = = = = = = = = = =


2,829.28 11,776.00 5,244.00 693,844.13 311,414.94 32,292.00 268,038.32 48,677.20 106,958.28 1,481,074.14

= = = = = = = =


158,837.50 14,700.00 65,520.00 54,600.00 14,564.00 9,350.00 317,571.50 1,798,645.64

= = = = = = = = = = = =

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

1,048,800.00 41,915.20 11,776.00 2,622,000.00 48,438.00 268,038.32 48,677.20 106,958.28 53,130.00 418,600.00 73,600.00 4,741,933.00

= = = = = =

Rp Rp Rp Rp Rp Rp

239,075.00 14,700.00 138,600.00 88,200.00 25,080.00 13,750.00

Kolom 36 1 m3 Membuat kolom beton bertulang ( 300 Kg besi + bekisting ) Bahan An. SNI ( Revisi ) 6.40.1 0.400 m3 Kayu terentang/Meranti @ R 2,622,000.00 4.000 Kg Paku biasa 2" - 5" @R 10,478.80 2.000 Ltr Minyak bekisting @R 5,888.00 ###### Kg Besi beton polos @R 8,740.00 4.500 Kg Kawat beton @R 10,764.00 ###### Kg Semen portland @R 829.84 0.520 m3 Pasir beton @R 93,610.00 0.780 m3 Koral beton @R 137,126.00 0.015 m3 Balok kayu borneo @R 3,542,000.00 3.500 Lbr Plywood tebal 9 mm @R 119,600.00 20.000 Btg Dolken kayu galam Ø 8 @ R 3,680.00 Sub total : Upah An. SNI ( Revisi ) 6.40.2 7.300 Oh Pekerja @R 32,750.00 0.350 Oh Tukang batu @R 42,000.00 3.300 Oh Tukang kayu @R 42,000.00 2.100 Oh Tukang besi @R 42,000.00 0.570 Oh Kepala tukang @R 44,000.00 0.250 Oh Mandor @R 55,000.00

= Rp = Rp


519,405.00 5,261,338.00 Halaman : 41


37 1 m' Membuat kolom penguat ( kolom praktis ) beton bertulang ( 11 x 11 ) cm Catatan : besi memakai diameter 12 mm beug el diameter 5 mm. Bahan An. SNI ( Revisi ) 6.45.1 0.002 m3 Kayu terentang/Meranti @ R 2,622,000.00 = 0.010 Kg Paku biasa 2" - 5" @R 10,478.80 = 3.436 Kg Besi beton polos dia. 10 @ R 8,740.00 = 0.280 Kg Besi begel polos dia. 6 @ R 8,740.00 = 0.125 Kg Kawat beton @R 10,764.00 = 3.908 Kg Semen portland @R 829.84 = 0.006 m3 Pasir beton @R 93,610.00 = 0.009 m3 Koral beton @R 137,126.00 = = Sub total : Upah An. SNI ( Revisi ) 6.45.2 0.060 Oh Pekerja @R 32,750.00 = 0.020 Oh Tukang batu @R 42,000.00 = 0.020 Oh Tukang kayu @R 42,000.00 = 0.020 Oh Tukang besi @R 42,000.00 = 0.006 Oh Kepala tukang @R 44,000.00 = 0.003 Oh Mandor @R 55,000.00 = = Sub total : Total upah+bahan : = Biaya kolom praktis dengan besi polos 4 diameter 12 mm Analog biaya / = 49,165.19 x


5,244.00 104.79 30,030.64 2,447.20 1,345.50 3,243.26 561.66 1,234.13 44,211.19


1,965.00 840.00 840.00 880.00 264.00 165.00 4,954.00 49,165.19

= Rp 60.61 = Rp

49,165.19 2,979,901.90

38 1 m' Membuat kolom penguat ( kolom praktis ) beton bertulang ( 11 x 11 ) cm Catatan : besi memakai diameter 10 mm beug el diameter 5 mm. Bahan An. SNI ( Revisi ) 6.45.1 0.002 m3 Kayu terentang/Meranti @ R 2,622,000.00 = 0.010 Kg Paku biasa 2" - 5" @R 10,478.80 = 2.300 Kg Besi beton polos dia. 10 @ R 8,740.00 = 0.280 Kg Besi begel polos dia. 6 @ R 8,740.00 = 0.250 Kg Kawat beton @R 10,764.00 = 4.000 Kg Semen portland @R 829.84 = 0.006 m3 Pasir beton @R 93,610.00 = 0.009 m3 Koral beton @R 137,126.00 = Sub total : = Upah An. SNI ( Revisi ) 6.45.2 0.060 Oh Pekerja @R 32,750.00 = 0.020 Oh Tukang batu @R 42,000.00 = 0.020 Oh Tukang kayu @R 42,000.00 = 0.020 Oh Tukang besi @R 42,000.00 = 0.006 Oh Kepala tukang @R 44,000.00 = 0.003 Oh Mandor @R 55,000.00 = = Sub total : Total upah+bahan : = Biaya kolom praktis dengan besi polos 4 diameter 10 mm Analog biaya / = 40,618.14 x


5,244.00 104.79 20,102.00 2,447.20 2,691.00 3,319.36 561.66 1,234.13 35,704.14


1,965.00 840.00 840.00 840.00 264.00 165.00 4,914.00 40,618.14

= Rp 60.61 = Rp

40,618.14 2,461,865.59

Halaman : 42


Balok 39 1 m3 Membuat balok beton bertulang ( 200 Bahan An. SNI ( Revisi ) 6.41.1 0.320 m3 Kayu terentang/Meranti 3.200 Kg Paku biasa 2" - 5" 1.600 Ltr Minyak bekisting ###### Kg Besi beton polos 3.000 Kg Kawat beton ###### Kg Semen portland 0.520 m3 Pasir beton

Kg besi + bekisting ) @R @R @R @R @R @R @R

2,622,000.00 10,478.80 5,888.00 8,740.00 10,764.00 829.84 93,610.00

= = = = = = =


839,040.00 33,532.16 9,420.80 1,748,000.00 32,292.00 268,038.32 48,677.20

0.780 0.140 2.800 16.000

m3 m3 Lbr Btg

Koral beton Balok kayu borneo Plywood tebal 9 mm Dolken kayu galam Ø 8

@R @R @R @R

137,126.00 3,542,000.00 119,600.00 3,680.00 Sub total :

= = = = =

Rp Rp Rp Rp Rp

106,958.28 495,880.00 334,880.00 58,880.00 3,975,598.76

@R @R @R @R @R @R

32,750.00 42,000.00 42,000.00 42,000.00 44,000.00 55,000.00

= = = = = = = =


195,190.00 14,700.00 117,600.00 58,800.00 20,020.00 11,440.00 417,750.00 4,393,348.76

= = = = = = = = = = = =


839,040.00 31.44 117.76 1,311,000.00 24,219.00 268,038.32 48,677.20 106,958.28 425,040.00 334,880.00 58,880.00 3,416,882.00

= = = = = = = =


189,950.00 14,700.00 117,600.00 44,100.00 18,480.00 10,175.00 395,005.00 3,811,887.00

41 1 m' Membuat ring balok beton bertulang ( 10 x 15 ) cm Catatan : besi memakai diameter 12 mm beugel diameter 5 mm. Bahan An. SNI ( Revisi ) 6.46.1 0.003 m3 Kayu terentang/Meranti @ R 10,478.80 = Rp 0.020 Kg Paku biasa 2" - 5" @R 8,740.00 = Rp 3.436 Kg Besi beton polos dia 12 @ R 8,740.00 = Rp

31.44 174.80 30,030.64



40 1 m3 Membuat balok beton bertulang ( 150 Kg besi + bekisting ) Bahan An. SNI ( Revisi ) 6.42.1 0.320 m3 Kayu terentang/Meranti @ R 2,622,000.00 0.003 Kg Paku biasa 2" - 5" @R 10,478.80 0.020 Ltr Minyak bekisting @R 5,888.00 ###### Kg Besi beton polos @R 8,740.00 2.250 Kg Kawat beton @R 10,764.00 ###### Kg Semen portland @R 829.84 0.520 m3 Pasir beton @R 93,610.00 0.780 m3 Koral beton @R 137,126.00 0.120 m3 Balok kayu borneo @R 3,542,000.00 2.800 Lbr Plywood tebal 9 mm @R 119,600.00 16.000 Btg Dolken kayu galam Ø 8 @ R 3,680.00 Sub total : Upah An. SNI ( Revisi ) 6.42.2 5.800 Oh Pekerja @R 32,750.00 0.350 Oh Tukang batu @R 42,000.00 2.800 Oh Tukang kayu @R 42,000.00 1.050 Oh Tukang besi @R 42,000.00 0.420 Oh Kepala tukang @R 44,000.00 0.185 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

Halaman : 43


0.050 Kg Besi begel polos dia. 6 0.050 Kg Kawat beton 5.500 Kg Semen portland 0.009 m3 Pasir beton 0.015 m3 Koral beton

@R @R @R @R @R

8,740.00 10,764.00 829.84 93,610.00 137,126.00 Sub total :

= = = = = =

Rp Rp Rp Rp Rp Rp

437.00 538.20 4,564.12 842.49 2,056.89 38,675.58

@R @R @R @R @R @R

42,000.00 42,000.00 42,000.00 44,000.00 55,000.00 0.00

= = = = = = = =


4,200.00 1,386.00 1,386.00 1,452.00 550.00 0.00 8,974.00 47,649.58

= Rp 60.61 = Rp

47,649.58 2,888,040.83

42 1 m' Membuat ring balok beton bertulang ( 10 x 15 ) cm Catatan : besi memakai diameter 10 mm beugel diameter 5 mm. Bahan An. SNI ( Revisi ) 6.46.1 0.003 m3 Kayu terentang/Meranti @ R 2,622,000.00 = Rp

7,866.00



Biaya kolom praktis dengan besi polos 4 diameter 10 mm Analog biaya / = 47,649.58 x

0.020 Kg Paku biasa 2" - 5" 2.384 Kg Besi beton polos dia 10 0.280 Kg Besi begel polos dia. 6 0.050 Kg Kawat beton 5.500 Kg Semen portland 0.009 m3 Pasir beton 0.015 m3 Koral beton Upah An. SNI ( Revisi ) 6.46.2 0.100 Oh Pekerja 0.033 Oh Tukang batu 0.033 Oh Tukang kayu 0.033 Oh Tukang besi 0.010 Oh Kepala tukang 0.005 Oh Mandor

@R @R @R @R @R @R @R

10,478.80 8,740.00 8,740.00 10,764.00 829.84 93,610.00 137,126.00 Sub total :

= = = = = = = =


209.58 20,836.16 2,447.20 538.20 4,564.12 842.49 2,056.89 39,360.64

@R @R @R @R @R @R

32,750.00 42,000.00 42,000.00 42,000.00 44,000.00 55,000.00

= = = = = = = =


3,275.00 1,386.00 1,386.00 1,386.00 440.00 275.00 8,148.00 47,508.64

= Rp 60.61 = Rp

47,508.64 2,879,498.43


Biaya kolom praktis dengan besi polos 4 diameter 10 mm Analog biaya / = 47,508.64 x

43 1 m3 Membuat dinding beton bertulang ( 150 Kg besi + bekisting ) Bahan An. SNI ( Revisi ) 6.43.1 0.240 m3 Kayu terentang/Meranti @ R 2,622,000.00 3.200 Kg Paku biasa 2" - 5" @R 10,478.80 1.600 Ltr Minyak bekisting @R 5,888.00 ###### Kg Besi beton polos @R 8,740.00 2.250 Kg Kawat beton @R 10,764.00 ###### Kg Semen portland @R 829.84 0.520 m3 Pasir beton @R 93,610.00

= = = = = = =


Halaman : 44


0.780 0.160 2.800 24.000

m3 m3 Lbr Btg

Koral beton Balok kayu borneo Plywood tebal 9 mm Dolken kayu galam Ø 8


629,280.00 33,532.16 9,420.80 1,311,000.00 24,219.00 268,038.32 48,677.20

@R @R @R @R

137,126.00 3,542,000.00 119,600.00 3,680.00 Sub total :

= = = = =

Rp Rp Rp Rp Rp

106,958.28 566,720.00 334,880.00 88,320.00 3,421,045.76

@R @R @R @R @R @R

32,750.00 42,000.00 42,000.00 42,000.00 44,000.00 55,000.00

= = = = = = = =


183,400.00 14,700.00 110,880.00 44,100.00 17,600.00 10,615.00 381,295.00 3,802,340.76

= = = = = = = = = = = =


655,500.00 31,436.40 7,065.60 1,748,000.00 32,292.00 268,038.32 48,677.20 106,958.28 371,910.00 299,000.00 51,520.00 3,620,397.80

= = = = = = =


183,400.00 14,700.00 96,600.00 58,800.00 17,820.00 11,110.00 382,430.00


44 1 m3 Membuat tangga beton bertulang ( 200 Kg besi + bekisting ) Bahan An. SNI ( Revisi ) 6.44.1 0.250 m3 Kayu terentang/Meranti @ R 2,622,000.00 3.000 Kg Paku biasa 2" - 5" @R 10,478.80 1.200 Ltr Minyak bekisting @R 5,888.00 ###### Kg Besi beton polos @R 8,740.00 3.000 Kg Kawat beton @R 10,764.00 ###### Kg Semen portland @R 829.84 0.520 m3 Pasir beton @R 93,610.00 0.780 m3 Koral beton @R 137,126.00 0.105 m3 Balok kayu borneo @R 3,542,000.00 2.500 Lbr Plywood tebal 9 mm @R 119,600.00 14.000 Btg Dolken kayu galam Ø 8 @ R 3,680.00 Sub total : Upah An. SNI ( Revisi ) 6.44.2 5.600 Oh Pekerja @R 32,750.00 0.350 Oh Tukang batu @R 42,000.00 2.300 Oh Tukang kayu @R 42,000.00 1.400 Oh Tukang besi @R 42,000.00 0.405 Oh Kepala tukang @R 44,000.00 0.202 Oh Mandor @R 55,000.00 Sub total :

Total upah+bahan :

= Rp


4,002,827.80

Halaman : 45

Plat Lantai 45 1 m2 Membuat plat lantai tebal 12 Cm dengan besi polos diameter 10 mm , pembagi 8 mm. Bahan An. SNI ( Revisi ) 6.42.1 0.0384 m3 Kayu terentang/Meranti @ R 2,622,000.00 = Rp 0.0000 Kg Paku biasa 2" - 5" @R 10,478.80 = Rp 0.192 Ltr Minyak bekisting @R 5,888.00 = Rp 5.690 Kg Besi beton polos 10 mm & @ R 8,740.00 = Rp 0.225 Kg Kawat beton @R 10,764.00 = Rp 38.760 Kg Semen portland @R 829.84 = Rp 0.062 m3 Pasir beton @R 93,610.00 = Rp 0.094 m3 Koral beton @R 137,126.00 = Rp 0.014 m3 Balok kayu borneo @R 3,542,000.00 = Rp 0.350 Lbr Plywood tebal 9 mm @R 119,600.00 = Rp 3.500 Btg Dolken kayu galam Ø 8 @ R 32,750.00 = Rp = Rp Sub total : Upah An. SNI ( Revisi ) 6.42.2 0.696 Oh Pekerja @R 32,750.00 = Rp 0.042 Oh Tukang batu @R 42,000.00 = Rp 0.336 Oh Tukang kayu @R 42,000.00 = Rp 0.126 Oh Tukang besi @R 42,000.00 = Rp 0.050 Oh Kepala tukang @R 42,000.00 = Rp 0.022 Oh Mandor @R 55,000.00 = Rp = Rp Sub total : Total upah+bahan : = Rp Biaya pembuatan plat lantai per 1 M2 tebal 12 Cm dengan besi dia 10 - 12 dan besi polos dia 8 - 15 = Rp Analog biaya / = 459,598.25 x 8.33 = Rp 46 1 m2 Membuat plat lantai tebal 12 Cm dengan besi polos diameter 12 mm , pembagi 10 mm. Bahan An. SNI ( Revisi ) 6.42.1 0.0384 m3 Kayu terentang/Meranti @ R 2,622,000.00 = Rp 0.2500 Kg Paku biasa 2" - 5" @R 10,478.80 = Rp 0.192 Ltr Minyak bekisting @R 5,888.00 = Rp 9.700 Kg Besi beton polos 10 mm & @ R 8,740.00 = Rp 0.225 Kg Kawat beton @R 10,764.00 = Rp 38.760 Kg Semen portland @R 829.84 = Rp 0.062 m3 Pasir beton @R 93,610.00 = Rp 0.094 m3 Koral beton @R 137,126.00 = Rp 0.014 m3 Balok kayu borneo @R 3,542,000.00 = Rp 0.350 Lbr Plywood tebal 9 mm @R 119,600.00 = Rp 3.500 Btg Dolken kayu galam Ø 8 @ R 32,750.00 = Rp = Rp Sub total : Upah An. SNI ( Revisi ) 6.42.2 0.696 Oh Pekerja @R 32,750.00 = Rp 0.042 Oh Tukang batu @R 42,000.00 = Rp 0.336 Oh Tukang kayu @R 42,000.00 = Rp 0.126 Oh Tukang besi @R 42,000.00 = Rp 0.050 Oh Kepala tukang @R 42,000.00 = Rp 0.022 Oh Mandor @R 55,000.00 = Rp Sub total : = Rp Total upah+bahan : = Rp Biaya pembuatan plat lantai per 1 M2 tebal 12 Cm dengan besi dia 12 - 15

100,684.80 0.00 1,130.50 49,730.60 2,421.90 32,164.60 5,841.26 12,834.99 51,004.80 41,860.00 114,625.00 412,298.45 22,794.00 1,764.00 14,112.00 5,292.00 2,116.80 1,221.00 47,299.80 459,598.25 459,598.25 3,828,453.44

100,684.80 2,619.70 1,130.50 84,778.00 2,421.90 32,164.60 5,841.26 12,834.99 51,004.80 41,860.00 114,625.00 449,965.55 22,794.00 1,764.00 14,112.00 5,292.00 2,116.80 1,221.00 47,299.80 497,265.35

dan besi polos dia 10 - 15 Analog biaya / =

497,265.35

x

= Rp 8.33 = Rp


497,265.35 4,142,220.38 "Halaman : 46

47 1 m2 Membuat plat lantai tebal 12 Cm dengan besi polos diameter 10 mm jarak 15 , pembagi 10 mm. arak 15 rangkap atas bawah ( doble wappening) Bahan An. SNI ( Revisi ) 6.42.1 0.0384 m3 Kayu terentang/Meranti @ R 2,622,000.00 = Rp 100,684.80 0.2500 Kg Paku biasa 2" - 5" @R 10,478.80 = Rp 2,619.70 0.192 Ltr Minyak bekisting @R 5,888.00 = Rp 1,130.50 15.893 Kg Besi beton polos 10 mm @ R 8,740.00 = Rp 138,904.82 0.225 Kg Kawat beton @R 10,764.00 = Rp 2,421.90 38.760 Kg Semen portland @R 829.84 = Rp 32,164.60 0.062 m3 Pasir beton @R 93,610.00 = Rp 5,841.26 0.094 m3 Koral beton @R 137,126.00 = Rp 12,834.99 0.014 m3 Balok kayu borneo @R 3,542,000.00 = Rp 51,004.80 0.350 Lbr Plywood tebal 9 mm @R 119,600.00 = Rp 41,860.00 3.500 Btg Dolken kayu galam Ø 8 @ R 32,750.00 = Rp 114,625.00 Sub total : = Rp 504,092.37 Upah An. SNI ( Revisi ) 6.42.2 0.696 Oh Pekerja @R 32,750.00 = Rp 22,794.00 0.042 Oh Tukang batu @R 42,000.00 = Rp 1,764.00 0.336 Oh Tukang kayu @R 42,000.00 = Rp 14,112.00 0.126 Oh Tukang besi @R 42,000.00 = Rp 5,292.00 0.050 Oh Kepala tukang @R 42,000.00 = Rp 2,116.80 0.022 Oh Mandor @R 55,000.00 = Rp 1,221.00 Sub total : = Rp 47,299.80 551,392.17 Total upah+bahan : = Rp Biaya pembuatan plat lantai per 1 M2 tebal 12 Cm penulangan rangkap dengan besi dia 10 - 15 dan besi polos dia 8 - 15 (doble wappening) atas bawah. = Rp Analog biaya / = 551,392.17 x 8.33 = Rp


551,392.17 4,593,096.79

"Halaman : 47

218.000 0.520 0.870 An. SNI ( Revisi ) 6.1.2 1.650 0.250 0.025

0.080 418,919.44

1 m3 Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr 218.000 0.520

0.870 An. SNI ( Revisi ) 6.1.2 1.650 0.250 0.025 0.080 418919

1 0.0300 33.3333

1.0000 0.0600 16.6667

3.72 1 0.0121 82.6446 307

1 69.44 0.01440 1.00000 1.00000

0.01500 66.66667

8.33333 0.320

6.6667 5.8824

3.44 2.25 5.69

6.6667 5.8824

3.44 2.25 5.69

1.600 40.00 8.00 320.00 8.33 4.65 323.00

8.33

323 0.520 0.780 0.120 1.200 5.000

5.800 0.350 2.800 1.050 0.420 0.185

8.33

8.33333 0.320

1.600 40.00 8.00 320.00 8.33 4.65 323.00

323 0.520 0.780 0.120 1.200 5.000

8.33

5.800 0.350 2.800 1.050 0.420 0.185

6.67

5.7267 5.7267

##########

8.33333 0.320

6.6667 5.8824

1.600 40.00 8.00 320.00 8.33 0.03 323.00

323 0.520 0.780 0.120 1.200 5.000

8.33

5.800 0.350 2.800 1.050 0.420 0.185

13.33

15.8933

2

5

7

3

19

4

10 #

3

12

PEKERJAAN PASANGAN 1. 1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 1 Ps Bahan An. SNI ( Revisi ) 6.1.1 ###### Bh Bata merah 5 x 11 x 22 @ R 55.600 Kg Semen portland @R 0.056 m3 Pasir pasang @R Upah An. SNI ( Revisi ) 6.1.2 0.650 Oh Pekerja 0.200 Oh Tukang batu 0.020 Oh Kepala tukang 0.030 Oh Mandor

300.00 829.84 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

42,000.00 46,139.10 5,078.33 93,217.43

32,750.00 42,000.00 44,000.00 55,000.00 Sub total : Total upah+bahan /m2: Total per : M3

= = = = = = =


21,287.50 8,400.00 880.00 1,650.00 32,217.50 125,434.93 482,442.04

300.00 829.84 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

42,000.00 31,450.94 6,892.01 80,342.95

32,750.00 42,000.00 44,000.00 55,000.00 Sub total : Total upah+bahan : Total per : M3

= = = = = = =


20,960.00 8,400.00 880.00 1,650.00 31,890.00 112,232.95 431,665.19

300.00 829.84 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

42,000.00 23,849.60 7,254.75 73,104.35


= = = = = = =


20,960.00 8,400.00 880.00 1,650.00 31,890.00 104,994.35 403,824.44

= = = =

Rp Rp Rp Rp

42,000.00 22,032.25 8,433.65 72,465.90

@R @R @R @R

2. 1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 2 Ps Bahan An. SNI ( Revisi ) 6.2.1 ###### Bh Bata merah 5 x 11 x 22 @ R 37.900 Kg Semen portland @R 0.076 m3 Pasir pasang @R Upah An. SNI ( Revisi ) 6.2.2 0.640 Oh Pekerja 0.200 Oh Tukang batu 0.020 Oh Kepala tukang 0.030 Oh Mandor

@R @R @R @R


@R @R @R @R

4. 1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 4 Ps Bahan An. SNI ( Revisi ) 6.4.1 ###### Bh Bata merah 5 x 11 x 22 @ R 26.550 Kg Semen portland @R 0.093 m3 Pasir pasang @R Upah An. SNI ( Revisi ) 6.4.2 0.650 Oh Pekerja

@R

300.00 829.84 90,684.40 Sub total :

32,750.00 = Rp

Oh Tukang batu Oh Kepala tukang Oh Mandor

3.84615 ######## ########

9

3.84615 ######## ########

21,287.50 Halaman : 16


0.200 0.020 0.030

3.84615 ######## ########

@R @R @R

42,000.00 44,000.00 55,000.00 Sub total : Total upah+bahan : Total per : M3

5. 1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 5 Ps Bahan An. SNI ( Revisi ) 6.5.1 ###### Bh Bata merah 5 x 11 x 22 @ R 19.360 Kg Semen portland @R 0.102 m3 Pasir pasang @R

= = = = = =

Rp Rp Rp Rp Rp Rp

8,400.00 880.00 1,650.00 32,217.50 104,683.40 402,628.47

300.00 = Rp 829.84 = Rp 90,684.40 = Rp

42,000.00 16,065.70 9,249.81

3.84615 ######## ########

= Rp

Sub total :


@R @R @R @R


= = = = = = =


21,287.50 8,400.00 880.00 1,650.00 32,217.50 99,533.01 382,819.27

300.00 829.84 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

42,000.00 13,808.54 11,063.50 66,872.03


= = = = = = =


21,287.50 8,400.00 880.00 1,650.00 32,217.50 99,089.53 381,113.59


@R @R @R @R

7. 1 m2 Pasangan bata merah tebal 1 bata, 1 Pc : 3 Kp : 10 Ps Bahan An. SNI ( Revisi ) 6.7.1 ###### Bh Bata merah 5 x 11 x 22 @ R 300.00 9.0000 Kg Semen portland @R 829.84 0.0260 m3 Pasir pasang @R 90,684.40 0.0275 m3 Kapur pasang @R 450,174.40 Sub total : Upah An. SNI ( Revisi ) 6.7.2 0.650 Oh Pekerja @R 32,750.00 0.200 Oh Tukang batu @R 42,000.00 0.020 Oh Kepala tukang @R 44,000.00 0.030 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : Total per : M3 8. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 1 Ps Bahan An. SNI ( Revisi ) 6.8.1 70.000 Bh Bata merah 5 x 11 x 22 @ R


3.84615 ########

= = = = =

Rp Rp Rp Rp Rp

42,000.00 7,468.56 2,357.79 12,379.80 64,206.15

= = = = = = =


21,287.50 8,400.00 880.00 1,650.00 32,217.50 96,423.65 370,860.19

300.00 = Rp

3.84615 ######## ########

21,000.00 Halaman : 17

@R @R

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

@R @R @R @R


23,069.55 2,675.19 46,744.74

= = = = = = =


10,480.00 4,200.00 440.00 825.00 15,945.00 62,689.74 482,228.78

300.00 829.84 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

21,000.00 15,725.47 3,446.01 40,171.48


= = = = = = =


10,480.00 4,200.00 440.00 825.00 15,945.00 56,116.48 431,665.19

9. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 2 Ps Bahan An. SNI ( Revisi ) 6.9.1 70.000 Bh Bata merah 5 x 11 x 22 @ R 18.950 Kg Semen portland @R 0.038 m3 Pasir pasang @R Upah An. SNI ( Revisi ) 6.9.2 0.320 Oh Pekerja 0.100 Oh Tukang batu 0.010 Oh Kepala tukang 0.015 Oh Mandor

3.84615 ######## ########

########


27.800 Kg Semen portland 0.030 m3 Pasir pasang

67,315.51

@R @R @R @R

55.60

7.69231 ########

8.33333 7.69231 ########


300.00 829.84 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

21,000.00 11,924.80 3,627.38 36,552.18


= = = = = = =


10,480.00 4,200.00 440.00 825.00 15,945.00 52,497.18 403,824.44

300.00 829.84 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

21,000.00 9,543.16 4,534.22 35,077.38


= = = = = = =


10,480.00 4,200.00 440.00 825.00 15,945.00 51,022.38 392,479.85

@R @R @R @R


@R @R @R @R

12. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 5 Ps Bahan An. SNI ( Revisi ) 6.12.1 70.000 Bh Bata merah 5 x 11 x 22 @ R 9.680 Kg Semen portland @R 0.051 m3 Pasir pasang @R

300.00 829.84 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

21,000.00 8,032.85 4,624.90 33,657.76


= = = = = = =


10,480.00 4,200.00 440.00 825.00 15,945.00 49,602.76 381,559.66

300.00 829.84 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

21,000.00 6,904.27 5,531.75 33,436.02


= = = = = = =


10,480.00 4,200.00 440.00 825.00 15,945.00 49,381.02 379,853.98

= = = =

Rp Rp Rp Rp

21,000.00 5,393.96 816.16 27,210.12

32,750.00 = Rp 42,000.00 = Rp 44,000.00 = Rp

10,480.00 4,200.00 440.00

@R @R @R @R


@R @R @R @R

14. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 8 Ps Bahan An. SNI ( Revisi ) 6.14.1 70.000 Bh Bata merah 5 x 11 x 22 @ R 6.500 Kg Semen portland @R 0.009 m3 Pasir pasang @R Upah An. SNI ( Revisi ) 6.14.2 0.320 Oh Pekerja 0.100 Oh Tukang batu 0.010 Oh Kepala tukang

7.69231 ########

Halaman : 18



7.69231 ########

@R @R @R

300.00 829.84 90,684.40 Sub total :

7.69231 ########

7.69231 ########

0.015 Oh Mandor

@R

55,000.00 Sub total : Total upah+bahan : Total per : M3

15. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 3 Kp : 5 Ps Bahan An. SNI ( Revisi ) 6.15.1 ###### Bh Bata merah 5 x 11 x 22 @ R 300.00 4.5000 Kg Semen portland @R 829.84 0.0130 m3 Pasir pasang @R 90,684.40 0.0137 m3 Kapur padam @R 450,174.40 Sub total : Upah An. SNI ( Revisi ) 6.15.2 0.325 Oh Pekerja @R 32,750.00 0.100 Oh Tukang batu @R 42,000.00

= = = =

Rp Rp Rp Rp

825.00 15,945.00 43,155.12 331,962.46

= = = = =

Rp Rp Rp Rp Rp

21,000.00 3,734.28 1,178.90 6,167.39 32,080.57

= Rp = Rp

10,643.75 4,200.00 Halaman : 19



@R @R

44,000.00 55,000.00 Sub total : Total upah+bahan : Total per : M3

= = = = =

Rp Rp Rp Rp Rp

440.00 825.00 16,108.75 48,189.32 370,687.05

= = = = =

Rp Rp Rp Rp Rp

21,000.00 14.94 1,632.32 8,103.14 30,750.40

= = = = = = =


10,480.00 4,200.00 440.00 825.00 15,945.00 46,695.40 359,195.35

= = = = =

Rp Rp Rp Rp Rp

21,000.00 11.62 2,539.16 6,302.44 29,853.22

= = = = = = =


10,480.00 4,200.00 440.00 825.00 15,945.00 45,798.22 352,294.02

= = = = = = = = = =


62,100.00 11,659.25 374.44 3,808.74 33,823.80 62.87 2,622.00 322.92 685.63 115,459.66

32,750.00 = Rp 42,000.00 = Rp 44,000.00 = Rp

12,117.50 6,594.00 308.00

16. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Kp : 1 Sm : 1 Ps Bahan An. SNI ( Revisi ) 6.16.1 ###### Bh Bata merah 5 x 11 x 22 @ R 300.00 0.0180 Kg Semen merah / bata m @ R 829.84 0.0180 m3 Pasir pasang @R 90,684.40 0.0180 m3 Kapur padam @R 450,174.40 Sub total : Upah An. SNI ( Revisi ) 6.16.2 0.320 Oh Pekerja @R 32,750.00 0.100 Oh Tukang batu @R 42,000.00 0.010 Oh Kepala tukang @R 44,000.00 0.015 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : Total per : M3 17. 1 m2 Pasangan bata merah tebal 1/2 bata, 1 Kp : 1 Sm : 2 Ps Bahan An. SNI ( Revisi ) 6.17.1 ###### Bh Bata merah 5 x 11 x 22 @ R 300.00 0.0140 Kg Semen merah / bata m @ R 829.84 0.0280 m3 Pasir pasang @R 90,684.40 0.0140 m3 Kapur padam @R 450,174.40 Sub total : Upah An. SNI ( Revisi ) 6.17.2 0.320 Oh Pekerja @R 32,750.00 0.100 Oh Tukang batu @R 42,000.00 0.010 Oh Kepala tukang @R 44,000.00 0.015 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : Total per : M3 18 1 m2 Pasangan dinding conblock ( CB. 20 ) Bahan An. SNI ( Revisi ) 6.21.1 ###### Bh Concrete block ( CB. 20 @ R ###### Kg Semen portland @R 0.0040 m3 Pasir beton @R 0.0420 m3 Pasir pasang @R 3.8700 Kg Besi beton polos Ø 8 m @ R 0.0060 Kg Paku biasa 2" - 5" @R 0.0010 m3 Kayu terentang @R 0.0300 Kg Kawat beton @R 0.0050 m3 Koral beton @R Upah An. SNI ( Revisi ) 6.21.2 0.3700 Oh Pekerja 0.1570 Oh Tukang batu 0.0070 Oh Tukang besi

7.69231 ########

@R @R @R

4,968.00 829.84 93,610.00 90,684.40 8,740.00 10,478.80 2,622,000.00 10,764.00 137,126.00 Sub total :

7.69231 ########

7.69231 ########

7.69231 ########

0.0164 Oh Kepala tukang

@R

44,000.00 = Rp

Halaman : 20


0.0185 Oh Mandor

@R

55,000.00 = Rp Sub total : = Rp Total upah+bahan : = Rp

19 1 m2 Pasangan dinding roster/terawang ( 12 x 11 x 24 ) cm Bahan An. SNI ( Revisi ) 6.25.1 ###### Bh Roster/terawang @R 4,480.40 = ###### Kg Semen portland @R 829.84 = 0.0350 m3 Pasir pasang @R 90,684.40 = Sub total : = Upah An. SNI ( Revisi ) 6.25.2 0.3000 Oh Pekerja 0.1000 Oh Tukang batu 0.0100 Oh Kepala tukang 0.0150 Oh Mandor

20 1 m2 Pasangan bata berongga ( 5 x 11 x 24 Bahan An. SNI ( Revisi ) 6.26.1 ###### Bh Bata berongga ###### Kg Semen portland 0.5700 m3 Pasir pasang Upah An. SNI ( Revisi ) 6.26.2 0.3200 Oh Pekerja 0.1500 Oh Tukang batu 0.0150 Oh Kepala tukang 0.0150 Oh Mandor

1,017.50 20,758.60 136,218.26

Rp Rp Rp Rp

161,294.40 10,621.95 3,173.95 175,090.31

= = = = = =

Rp Rp Rp Rp Rp Rp

9,825.00 4,200.00 440.00 825.00 15,290.00 190,380.31

2,226.40 829.84 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

178,112.00 19,625.72 51,690.11 71,315.82


= = = = = = =


10,480.00 6,300.00 660.00 825.00 4.16667 18,265.00 89,580.82 ######## 373,253.43

= = = = =

Rp Rp Rp Rp Rp

16,008.00 47,656.00 125.75 9.94 63,799.68

= = = = = =

Rp Rp Rp Rp Rp Rp

3,275.00 2,100.00 220.00 110.00 4.54545 5,705.00 69,504.68 ########

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00 Sub total : Total upah+bahan : ) cm @R @R @R

@R @R @R @R

27. 1 m2 Pasangan dinding anyaman bambu, rangka kayu Bahan An. SNI ( Revisi ) 6.27.1 1.5000 M2 Bilik bambu @R 10,672.00 0.0140 M3 Kayu meranti 5/7 @R 3,404,000.00 0.0120 Kg Paku @R 10,478.80 0.0030 m3 List kayu 2/4 @R 3,312.00 Sub total : Upah An. SNI ( Revisi ) 6.27.2 0.1000 Oh Pekerja @R 32,750.00 0.0500 Oh Tukang batu @R 42,000.00 0.0050 Oh Kepala tukang @R 44,000.00 0.0020 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :


721.60

Halaman : 21

140.000 64.030 0.059

0.650 0.200 0.020 0.030

73104

31890 104994 52497

2

5

7

3

18

4

10 #

3

12

PEKERJAAN PLESTERAN 1. 1 m2 Plesteran, 1 Pc : 1 Ps, tebal 15 mm Bahan An. SNI ( Revisi ) 6.1.1 12.920 Kg Semen portland 0.013 m3 Pasir pasang Upah An. SNI ( Revisi ) 6.1.2 0.200 Oh Pekerja 0.150 Oh Tukang batu 0.015 Oh Kepala tukang 0.010 Oh Mandor

@R @R

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

6,550.00 6,300.00 660.00 550.00 14,060.00 25,960.43

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

7,070.24 1,541.63 8,611.87


2. 1 m2 Plesteran, 1 Pc : 2 Ps, tebal 15 mm Bahan An. SNI ( Revisi ) 6.2.1 8.520 Kg Semen portland 0.017 m3 Pasir pasang Upah An. SNI ( Revisi ) 6.2.2 0.200 Oh Pekerja 0.150 Oh Tukang batu 0.015 Oh Kepala tukang 0.010 Oh Mandor

@R @R

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

6,550.00 6,300.00 660.00 550.00 14,060.00 22,671.87

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

5,377.36 1,723.00 7,100.37



@R @R

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


@R @R

= = = = = =

Rp Rp Rp Rp Rp Rp

6,550.00 6,300.00 660.00 550.00 14,060.00 21,160.37

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

4,315.17 1,813.69 6,128.86


4. 1 m2 Plesteran, 1 Pc : 4 Ps, tebal 15 mm Bahan An. SNI ( Revisi ) 6.4.1 5.200 Kg Semen portland 0.020 m3 Pasir pasang

= = = = = =

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp


6,550.00 6,300.00 660.00 550.00 14,060.00 20,188.86 Halaman : 22



10,721.53 1,178.90 11,900.43

@R @R

@R @R @R @R

829.84 = Rp 90,684.40 = Rp Sub total : = Rp 32,750.00 42,000.00 44,000.00 55,000.00

= = = =

Rp Rp Rp Rp

3,584.91 1,995.06 5,579.97 6,550.00 6,300.00 660.00 550.00

= Rp = Rp

14,060.00 19,639.97

829.84 = Rp 90,684.40 = Rp Sub total : = Rp

3,053.81 2,085.74 5,139.55



@R @R

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

6,550.00 6,300.00 660.00 550.00 14,060.00 19,199.55

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

2,389.94 2,176.43 4,566.36



@R @R

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

6,550.00 6,300.00 660.00 550.00 14,060.00 18,626.36

829.84 450,174.40 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

4,779.88 1,350.52 1,178.90 7,309.30

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

6,550.00 6,300.00 660.00 550.00 14,060.00 21,369.30


8. 1 m2 Plesteran, 1 Pc : 0.5 Kp : 3 Ps, tebal 15 mm Bahan An. SNI ( Revisi ) 6.8.1 5.760 Kg Semen portland @R 0.003 m3 Kapur Padam @R 0.013 m3 Pasir pasang @R Upah An. SNI ( Revisi ) 6.8.2 0.200 Oh Pekerja 0.150 Oh Tukang batu 0.015 Oh Kepala tukang 0.010 Oh Mandor

= = = = = =


Halaman : 23


9. 1 m2 Plesteran, 1 Pc : 3 Kp : 10 Ps, tebal 15 mm Bahan An. SNI ( Revisi ) 6.9.1 1.840 Kg Semen portland @R 0.0035 m3 Kapur Padam @R 0.014 m3 Pasir pasang @R Upah An. SNI ( Revisi ) 6.9.2 0.200 Oh Pekerja 0.150 Oh Tukang batu 0.015 Oh Kepala tukang 0.010 Oh Mandor

829.84 450,174.40 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

1,526.91 1,575.61 1,269.58 4,372.10

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

6,550.00 6,300.00 660.00 550.00 14,060.00 18,432.10

1M3 KAPUR


10 1 m2 Plesteran, 1 Pc : 3 Kp : 8 Ps, tebal 15 Bahan An. SNI ( Revisi ) 6.9.1 2.208 Kg Semen portland 0.0042 m3 Kapur Padam 0.011 m3 Pasir pasang Upah An. SNI ( Revisi ) 6.9.2 0.200 Oh Pekerja 0.150 Oh Tukang batu 0.015 Oh Kepala tukang 0.010 Oh Mandor

0,006

18371

mm @R @R @R

829.84 450,174.40 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

1,832.29 1,890.73 997.53 4,720.55

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

= = = =

Rp Rp Rp Rp

6,550.00 6,300.00 660.00 550.00

1 0 0

= Rp = Rp


11 1 m2 Plesteran, 1 Pc : 3 Kp : 5 Ps, tebal 15 Bahan An. SNI ( Revisi ) 6.9.1 2.760 Kg Semen portland 0.005 m3 Kapur Padam 0.007 m3 Pasir pasang Upah An. SNI ( Revisi ) 6.9.2 0.200 Oh Pekerja 0.150 Oh Tukang batu 0.015 Oh Kepala tukang 0.010 Oh Mandor

mm @R @R @R

829.84 450,174.40 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

2,290.36 2,363.42 634.79 5,288.56

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

6,550.00 6,300.00 660.00 550.00 14,060.00 19,348.56

829.84 450,174.40 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

1,597.44 990.38 1,723.00 4,310.83

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

6,550.00 6,300.00 660.00 550.00 14,060.00 18,370.83


12 1 m2 Plesteran, 0.5 Pc : 1 Kp : 4 Ps, tebal 15 mm Bahan An. SNI ( Revisi ) 6.10.1 1.925 Kg Semen portland @R 0.0022 m3 Kapur Padam @R 0.019 m3 Pasir pasang @R Upah An. SNI ( Revisi ) 6.10.2 0.200 Oh Pekerja 0.150 Oh Tukang batu 0.015 Oh Kepala tukang 0.010 Oh Mandor


Halaman : 24


11. 1 m2 Plesteran, 1 Kp : 1 Sm : 1 Ps, tebal 15 mm Bahan An. SNI ( Revisi ) 6.11.1 0.009 m3 Semen merah @R 0.009 m3 Kapur Padam @R 0.009 m3 Pasir pasang @R Upah An. SNI ( Revisi ) 6.11.2 0.200 Oh Pekerja 0.150 Oh Tukang batu 0.015 Oh Kepala tukang 0.010 Oh Mandor

138,000.00 450,174.40 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

1,242.00 4,051.57 816.16 6,109.73

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

6,550.00 6,300.00 660.00 550.00 14,060.00 20,169.73

138,000.00 450,174.40 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

966.00 3,151.22 1,360.27 5,477.49

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

6,550.00 6,300.00 660.00 550.00 14,060.00 19,537.49

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

9,426.98 2,055.51 11,482.50


12. 1 m2 Plesteran, 1 Kp : 1 Sm : 2 Ps, tebal 15 mm Bahan An. SNI ( Revisi ) 6.12.1 0.007 m3 Semen merah @R 0.007 m3 Kapur Padam @R 0.015 m3 Pasir pasang @R Upah An. SNI ( Revisi ) 6.12.2 0.200 Oh Pekerja 0.150 Oh Tukang batu 0.015 Oh Kepala tukang 0.010 Oh Mandor



14,060.00 18,780.55

@R @R

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

= = = =

Rp Rp Rp Rp

8,187.50 8,400.00 880.00 825.00

= Rp = Rp

18,292.50 29,775.00

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

7,169.82 2,297.34 9,467.16



@R @R

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


= = = = = =

Rp Rp Rp Rp Rp Rp

Halaman : 25



@R @R

829.84 = Rp 90,684.40 = Rp Sub total : = Rp

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


@R @R

8,187.50 8,400.00 880.00 687.50 18,155.00 26,326.81

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

4,779.88 2,660.08 7,439.95

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

8,187.50 8,400.00 880.00 687.50 18,155.00 25,594.95

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

4,071.75 2,720.53 6,792.28



@R @R

@R @R @R @R


@R @R @R @R

= = = = = =

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

8,187.50 8,400.00 880.00 687.50 18,155.00 24,947.28

138,000.00 450,174.40 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

1,242.00 4,051.57 1,632.32 6,925.89

32,750.00 42,000.00 44,000.00 55,000.00

= = = =

Rp Rp Rp Rp

8,733.33 8,400.00 880.00 733.33


18. 1 m2 Plesteran, 1 Kp : 1 Sm : 2 Ps, tebal 20 mm Bahan An. SNI ( Revisi ) 6.18.1 0.009 m3 Semen merah @R 0.009 m3 Pasir padam @R 0.018 m3 Pasir pasang @R

= = = = = =

5,753.56 2,418.25 8,171.81

Rp Rp Rp Rp Rp Rp



8,187.50 8,400.00 880.00 687.50 18,155.00 27,622.16

= Rp = Rp


Halaman : 26



@R @R

829.84 = Rp 90,684.40 = Rp Sub total : = Rp

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


@R @R

9,825.00 8,400.00 880.00 715.00 19,820.00 34,173.12

829.84 = Rp 90,684.40 = Rp Sub total : = Rp

8,962.27 2,871.67 11,833.94

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

9,825.00 8,400.00 880.00 715.00 19,820.00 31,653.94

829.84 = Rp 90,684.40 = Rp Sub total : = Rp

7,191.95 3,022.81 10,214.76



@R @R

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


@R @R

= = = = = =

Rp Rp Rp Rp Rp Rp

9,825.00 8,400.00 880.00 715.00 19,820.00 30,034.76

829.84 = Rp 90,684.40 = Rp Sub total : = Rp

5,974.85 3,325.09 9,299.94



= = = = = =

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp


9,825.00 8,400.00 880.00 715.00 19,820.00 29,119.94 Halaman : 27



11,783.73 2,569.39 14,353.12

Rp Rp Rp Rp Rp Rp



18,746.67 25,672.56

@R @R

829.84 = Rp 90,684.40 = Rp Sub total : = Rp

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00 Sub total :

= = = = =

Rp Rp Rp Rp Rp

14,140.47 3,083.27 17,223.74 10,480.00 10,500.00 1,100.00 825.00 22,905.00

25702

Total upah+bahan :


@R @R

= Rp

40,128.74

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

10,754.73 3,446.01 14,200.73

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

10,480.00 10,500.00 1,100.00 825.00 22,905.00 37,105.73

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

8,630.34 3,627.38 12,257.71



@R @R

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

10,480.00 10,500.00 1,100.00 825.00 22,905.00 35,162.71

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

7,169.82 3,990.11 11,159.93



@R @R

= = = = = =

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

10,480.00 10,500.00 1,100.00 825.00 22,905.00 34,064.93 Halaman : 28


27. 1 m2 Berapen, 1 Pc : 5 Ps, tebal 30 mm Bahan An. SNI ( Revisi ) 6.27.1 7.070 Kg Semen portland 0.021 m3 Pasir pasang

@R @R

1 m2 Berapen, 1 Pc : 5 Ps, tebal 30 mm Upah An. SNI ( Revisi ) 6.27.2 0.150 Oh Pekerja 0.070 Oh Tukang batu 0.007 Oh Kepala tukang 0.0080 Oh Mandor

@R @R @R @R

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

4,912.50 2,940.00 308.00 440.00 8,600.50 16,371.84

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

4,705.19 2,085.74 6,790.93


28. 1 m2 Berapen, 1 Pc : 5 Ps, tebal 15 mm Bahan An. SNI ( Revisi ) 6.28.1 5.670 Kg Semen portland 0.023 m3 Pasir pasang

@R @R


@R @R @R @R

= = = = = =

5,866.97 1,904.37 7,771.34

. 32,750.00 42,000.00 44,000.00 55,000.00

= = = =

Rp Rp Rp Rp

4,912.50 2,940.00 308.00 440.00

28436

= Rp = Rp

8,600.50 15,391.43

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

7,717.51 1,541.63 9,259.15


29. 1 m2 Plesteran beton, 1 Pc : 2 Ps, tebal 15 mm Bahan An. SNI ( Revisi ) 6.29.1 9.300 Kg Semen portland @R 0.017 m3 Pasir pasang @R Upah An. SNI ( Revisi ) 6.29.2 0.260 Oh Pekerja 0.200 Oh Tukang batu 0.020 Oh Kepala tukang 0.0130 Oh Mandor

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

8,515.00 8,400.00 880.00 715.00 18,510.00 27,769.15

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

5,866.97 1,723.00 7,589.97


30. 1 m2 Plesteran beton, 1 Pc : 3 Ps, tebal 15 mm Bahan An. SNI ( Revisi ) 6.30.1 7.070 Kg Semen portland @R 0.019 m3 Pasir pasang @R Upah An. SNI ( Revisi ) 6.30.2 0.260 Oh Pekerja 0.200 Oh Tukang batu 0.020 Oh Kepala tukang 0.0130 Oh Mandor

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

Halaman : 29


31. 1 m2 Plesteran skoning, 1 Pc : 2 Ps Bahan An. SNI ( Revisi ) 6.31.1 0.500 Kg Semen portland 0.002 m3 Pasir pasang Upah An. SNI ( Revisi ) 6.31.2 0.057 Oh Pekerja 0.038 Oh Tukang batu 0.038 Oh Kepala tukang 0.0020 Oh Mandor

8,515.00 8,400.00 880.00 715.00 18,510.00 26,099.97

@R @R

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

1,866.75 1,596.00 1,672.00 110.00 5,244.75 5,841.04

6,900.00 829.84 90,684.40 200.37

= = = = =

Rp Rp Rp Rp Rp

993.60 4,713.49 1,027.76 3,005.49 9,740.34

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

14,737.50 8,400.00 88.00 1,375.00 24,600.50 34,340.84

6,900.00 829.84 90,684.40 182.16

= = = = =

Rp Rp Rp Rp Rp

993.60 4,713.49 1,027.76 2,094.84 8,829.69

32,750.00 = Rp 42,000.00 = Rp 44,000.00 = Rp

14,737.50 8,400.00 88.00


32. 1 m2 Plesteran granito, 1 Pc warna : 2 Granito, tebal 10 mm Bahan An. SNI ( Revisi ) 6.32.1 0.144 Kg Pc warna @R 5.680 Kg Semen portland @R 0.011 m3 Pasir pasang @R 15.000 Kg Batu granito @R Sub total : Upah An. SNI ( Revisi ) 6.32.2 0.450 Oh Pekerja @R 0.200 Oh Tukang batu @R 0.002 Oh Kepala tukang @R 0.025 Oh Mandor @R Sub total : Total upah+bahan : 33. 1 m2 Plesteran Teraso, 1 Pc warna : 2 batu teraso, tebal 10 mm Bahan An. SNI ( Revisi ) 6.33.1 0.144 Kg Pc warna @R 5.680 Kg Semen portland @R 0.011 m3 Pasir pasang @R 11.500 Kg Batu teraso @R Sub total : Upah An. SNI ( Revisi ) 6.33.2 0.450 Oh Pekerja @R 0.200 Oh Tukang batu @R 0.002 Oh Kepala tukang @R

414.92 181.37 596.29

0.025 Oh Mandor

@R

55,000.00 = Rp = Rp = Rp

1,375.00 24,600.50 33,430.19

829.84 = Rp 90,684.40 = Rp = Rp Sub total :

3,584.91 1,450.95 5,035.86


34. 1 m2 Plesteran ciprat ,( kamprotan) 1 Pc : 2 Ps Bahan An. SNI ( Revisi ) 6.34.1 4.320 Kg Semen portland @R 0.016 m3 Pasir pasang @R Upah An. SNI ( Revisi ) 6.34.2 0.250 Oh Pekerja 0.100 Oh Tukang batu 0.001 Oh Kepala tukang 0.015 Oh Mandor

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


= = = = = =

Rp Rp Rp Rp Rp Rp

Halaman : 30


35. 1 m2 Plesteran siar / setrikan adukan, 1 Pc : 2 Ps Bahan An. SNI ( Revisi ) 6.35.1 4.320 Kg Semen portland @R 0.016 m3 Pasir pasang @R

829.84 = Rp 90,684.40 = Rp Sub total : = Rp

1 m2 Plesteran siar / setrikan adukan, 1 Pc : 2 Ps Upah An. SNI ( Revisi ) 6.35.2 0.150 Oh Pekerja @R 0.070 Oh Tukang batu @R 0.007 Oh Kepala tukang @R 0.008 Oh Mandor @R

32,750.00 42,000.00 44,000.00 55,000.00

4,912.50 2,940.00 308.00 440.00 8,600.50 13,636.36

829.84 = Rp = Rp

1,867.14 1,867.14


4,200.00 550.00 4,750.00 6,617.14

@R Sub total :

Upah

0 0

Oh Tukang batu Oh Mandor

@R @R

= = = = = =

3,584.91 1,450.95 5,035.86

Rp Rp Rp Rp Rp Rp


36 1 m' Benangan Bahan 2 Kg Semen portland

8,187.50 4,200.00 44.00 825.00 13,256.50 18,292.36


Halaman : 31

1650 0.00

Sak kap a KG - Pc a m3 asi a

Rp Rp R

0.00 = 0.00 = 0.00 =

Rp : Rp : R :

0.00 0.00 0.00

2

5

7

3

19

4

10 # 3

12

PEKERJAAN KAYU KUSEN PINTU + JENDELA 1. 1 m3 Pasang kusen pintu & jendela kayu jati Bahan An. SNI ( Revisi ) 6.1.1 1.100 m3 Kayu jati, balok @R Upah An. SNI ( Revisi ) 6.1.2 6.000 Oh Pekerja 20.000 Oh Tukang kayu 2.000 Oh Kepala tukang 0.300 Oh Mandor

15,939,000.00 = Rp = Rp Sub total :

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

196,500.00 840,000.00 88,000.00 16,500.00 1,141,000.00 18,673,900.00

5,750,000.00 = Rp Sub total : = Rp

6,900,000.00 6,900,000.00


2. 1 m3 Pasang kusen pintu & jendela kayu kamper Bahan An. SNI ( Revisi ) 6.2.1 1.200 m3 Kayu kamper, balok @R Upah An. SNI ( Revisi ) 6.2.2 6.000 Oh Pekerja 18.000 Oh Tukang kayu 2.000 Oh Kepala tukang 0.300 Oh Mandor

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


= = = = = =

17,532,900.00 17,532,900.00

= = = = = =

Rp Rp Rp Rp Rp Rp

3. 1 m3 Pasang kusen pintu & jendela kayu borneo ( Kruwing , kempas , Meranti batu ) Bahan An. SNI ( Revisi ) 6.3.1 1.200 m3 Kayu borneo, balok @R 3,864,000.00 = Rp = Rp Sub total : Upah An. SNI ( Revisi ) 6.3.2 6.000 Oh Pekerja @R 32,750.00 = Rp 18.000 Oh Tukang kayu @R 42,000.00 = Rp 2.000 Oh Kepala tukang @R 44,000.00 = Rp 0.300 Oh Mandor @R 55,000.00 = Rp = Rp Sub total : Total upah+bahan : = Rp

196,500.00 756,000.00 88,000.00 16,500.00 1,057,000.00 7,957,000.00

4,636,800.00 4,636,800.00 196,500.00 756,000.00 88,000.00 16,500.00 1,057,000.00 5,693,800.00

PEKERJAAN PINTU 4

1 m2 Pasang pintu klamp kayu kamper Bahan An. SNI ( Revisi ) 6.5.1 0.036 m3 Kayu kamper papan 0.050 Kg Paku biasa 2" - 5"

@R @R

Upah An. SNI ( Revisi ) 6.5.2 0.350 Oh Pekerja 1.050 Oh Tukang kayu 0.105 Oh Kepala tukang 0.018 Oh Mandor

@R @R @R @R

6,520,500.00 = Rp 10,478.80 = Rp = Rp Sub total : 32,750.00 42,000.00 44,000.00 55,000.00


6. 1 m2 Pasang pintu klamp kayu borneo Bahan An. SNI ( Revisi ) 6.6.1 0.036 m3 Kayu borneo papan

@R

= = = = = =

Rp Rp Rp Rp Rp Rp

3,946,800.00 = Rp

Kg Paku biasa 2" - 5"

@R Sub total :



7. 1 m2 Pasang pintu panil kayu jati Bahan An. SNI ( Revisi ) 6.7.1

11,462.50 44,100.00 4,620.00 990.00 61,172.50 296,434.44

142,084.80 Halaman : 48

D:\Budi\DataBudi\ANALISA-07A\SNI.07-A.wk4\2007..

0.050

234,738.00 523.94 235,261.94

10,478.80 = Rp = Rp

523.94 142,608.74

32,750.00 42,000.00 44,000.00 55,000.00

11,462.50 44,100.00 4,620.00 990.00 61,172.50 203,781.24

= = = = = =

Rp Rp Rp Rp Rp Rp

0.040 m3 Kayu jati, papan Upah An. SNI ( Revisi ) 6.7.2 1.000 Oh Pekerja 2.500 Oh Tukang kayu 0.250 Oh Kepala tukang 0.050 Oh Mandor

@R

17,940,000.00 = Rp = Rp Sub total :

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

32,750.00 105,000.00 11,000.00 2,750.00 151,500.00 869,100.00

6,520,500.00 = Rp = Rp Sub total :

260,820.00 260,820.00


8. 1 m2 Pasang pintu panil kayu kamper Bahan An. SNI ( Revisi ) 6.8.1 0.040 m3 Kayu kamper, papan Upah An. SNI ( Revisi ) 6.8.2 1.000 Oh Pekerja 2.500 Oh Tukang kayu 0.250 Oh Kepala tukang 0.050 Oh Mandor

@R

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

32,750.00 105,000.00 11,000.00 2,750.00 151,500.00 412,320.00

17,940,000.00 = Rp = Rp Sub total :

627,900.00 627,900.00


9. 1 m2 Pasang pintu & jendela kaca kayu jati Bahan An. SNI ( Revisi ) 6.9.1 0.035 m3 Kayu jati, papan @R Upah An. SNI ( Revisi ) 6.9.2 0.800 Oh Pekerja 2.000 Oh Tukang kayu 0.200 Oh Kepala tukang 0.040 Oh Mandor

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


= = = = = =

Rp Rp Rp Rp Rp Rp

26,200.00 84,000.00 8,800.00 2,200.00 121,200.00 749,100.00

6,520,500.00 = Rp = Rp Sub total :

228,217.50 228,217.50


10. 1 m2 Pasang pintu & jendela kaca kayu kamper Bahan An. SNI ( Revisi ) 6.10.1 0.035 m3 Kayu kamper, papan @R

= = = = = =

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

11. 1 m2 Pasang pintu & jendela kaca kayu borneo Bahan An. SNI ( Revisi ) 6.11.1 0.035 m3 Kayu borneo, papan @R

3,946,800.00 = Rp = Rp Sub total :

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

12. 1 m2 Pasang pintu & jendela jalusi kayu jati Bahan An. SNI ( Revisi ) 6.12.1 0.064 m3 Kayu jati, papan @R

26,200.00 84,000.00 8,800.00 2,200.00 121,200.00 259,338.00

17,940,000.00 = Rp = Rp Sub total :

1,148,160.00 1,148,160.00


13. 1 m2 Pasang pintu & jendela jalusi kayu kamper

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

138,138.00 138,138.00

Rp Rp Rp Rp Rp Rp



26,200.00 84,000.00 8,800.00 2,200.00 121,200.00 349,417.50 Halaman : 49



717,600.00 717,600.00

= = = = = =

Rp Rp Rp Rp Rp Rp

32,750.00 126,000.00 13,200.00 16,500.00 188,450.00 1,336,610.00

Bahan An. SNI ( Revisi ) 6.13.1 0.064 m3 Kayu kamper, papan

@R


@R @R @R @R

6,520,500.00 = Rp = Rp Sub total : 32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

32,750.00 126,000.00 13,200.00 27,500.00 199,450.00 616,762.00

17,940,000.00 10,478.80 8,625.00 81,512.00 Sub total :

= = = = =

Rp Rp Rp Rp Rp

351,624.00 314.36 2,587.50 81,512.00 436,037.86

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

19,650.00 84,000.00 8,800.00 1,650.00 114,100.00 550,137.86

6,520,500.00 = Rp 10,478.80 = Rp

127,801.80 314.36


14. 1 m2 Pasang pintu plywood rangkap, rangka kayu jati Bahan An. SNI ( Revisi ) 6.14.1 0.0196 m3 Kayu jati, papan @R 0.030 Kg Paku biasa 1/2" - 1" @R 0.300 Lt Lem kayu @R 1.000 Lbr Plywood 4' x 3' x 4 mm @ R Upah An. SNI ( Revisi ) 6.14.2 0.600 Oh Pekerja 2.000 Oh Tukang kayu 0.200 Oh Kepala tukang 0.030 Oh Mandor


15. 1 m2 Pasang pintu plywood rangkap, rangka kayu kamper Bahan An. SNI ( Revisi ) 6.15.1 0.0196 m3 Kayu kamper, papan @R 0.030 Kg Paku biasa 1/2" - 1" @R

Halaman : 50


0.300 Lt Lem kayu @R 1.000 Lbr Plywood 4' x 3' x 4 mm @ R Upah An. SNI ( Revisi ) 6.15.2 0.600 Oh Pekerja 2.000 Oh Tukang kayu 0.200 Oh Kepala tukang 0.030 Oh Mandor

417,312.00 417,312.00

8,625.00 = Rp 81,512.00 = Rp = Rp Sub total :

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

19,650.00 84,000.00 8,800.00 1,650.00 114,100.00 326,315.66

17,940,000.00 = Rp 10,478.80 = Rp = Rp Sub total :

1,076,400.00 1,571.82 1,077,971.82


= = = = = =

2,587.50 81,512.00 212,215.66

JALUSI / KREPYAK MATI. 16. 1 m2 Pasang jalusi mati kusen kayu jati Bahan An. SNI ( Revisi ) 6.16.1 0.060 m3 Kayu jati, papan 0.150 Kg Paku biasa 1/2" - 1"

@R @R


@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

16,375.00 84,000.00 8,800.00 1,375.00 110,550.00 1,188,521.82

6,520,500.00 = Rp 10,478.80 = Rp Sub total : = Rp

391,230.00 1,571.82 392,801.82


17. 1 m2 Pasang jalusi mati kusen kayu kamper Bahan An. SNI ( Revisi ) 6.17.1 0.060 m3 Kayu kamper, papan @R 0.150 Kg Paku biasa 1/2" - 1" @R Upah An. SNI ( Revisi ) 6.17.2 0.500 Oh Pekerja 2.000 Oh Tukang kayu 0.200 Oh Kepala tukang 0.025 Oh Mandor


18. 1 m2 Pasang pintu plywood rangkap,rangka kayu borneo

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

16,375.00 84,000.00 8,800.00 1,375.00 110,550.00 503,351.82

Bahan An. SNI ( Revisi ) 6.18.1 0.0196 m3 Kayu borneo, papan 0.030 Kg Paku biasa 1/2" - 1" 0.300 Lt Lem kayu 1.000 Lbr Plywood 4' x 3' x 4 mm

@R @R @R @R

3,946,800.00 10,478.80 8,625.00 81,512.00 Sub total :

= = = = =

Rp Rp Rp Rp Rp

77,357.28 314.36 2,587.50 81,512.00 161,771.14


@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

19,650.00 84,000.00 8,800.00 1,650.00 114,100.00 275,871.14


19. 1 m2 Pasang pintu teakwood rangkap, rangka kayu jati Bahan An. SNI ( Revisi ) 6.19.1 0.0196 m3 Kayu jati, papan @R

17,940,000.00 = Rp

0.300 Kg Paku biasa 1/2" - 1" @R 0.300 Lt Lem kayu @R 1.000 Lbr Teakwood 4' x 8' x 4 m @ R Upah An. SNI ( Revisi ) 6.19.2 0.600 Oh Pekerja 2.000 Oh Tukang kayu 0.200 Oh Kepala tukang 0.030 Oh Mandor

10,478.80 = Rp 8,625.00 = Rp 81,512.00 = Rp = Rp Sub total :

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

19,650.00 84,000.00 8,800.00 1,650.00 114,100.00 552,967.14

= = = = =

Rp Rp Rp Rp Rp

127,801.80 3,143.64 2,587.50 81,512.00 215,044.94

= = = = = =

Rp Rp Rp Rp Rp Rp

19,650.00 84,000.00 8,800.00 1,650.00 114,100.00 329,144.94

17,940,000.00 10,478.80 8,625.00 81,512.00 62,330.00 Sub total :

= = = = = =

Rp Rp Rp Rp Rp Rp

351,624.00 3,143.64 6,900.00 81,512.00 31,165.00 474,344.64

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

26,200.00 105,000.00 11,000.00 2,200.00 144,400.00 618,744.64

20. 1 m2 Pasang pintu teakwood rangkap, rangka kayu kamper Bahan An. SNI ( Revisi ) 6.20.1 0.0196 m3 Kayu kamper, papan @R 6,520,500.00 0.300 Kg Paku biasa 1/2" - 1" @R 10,478.80 0.300 Lt Lem kayu @R 8,625.00 1.000 Lbr Teakwood 4' x 8' x 4 m @ R 81,512.00 Sub total : Upah An. SNI ( Revisi ) 6.20.2 0.600 Oh Pekerja @R 32,750.00 2.000 Oh Tukang kayu @R 42,000.00 0.200 Oh Kepala tukang @R 44,000.00 0.030 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : 21. 1 m2 Pasang pintu plywood & formika, rangka kayu jati Bahan An. SNI ( Revisi ) 6.21.1 0.0196 m3 Kayu jati, papan @R 0.300 Kg Paku biasa 1/2" - 1" @R 0.800 Lt Lem kayu @R 1.000 Lbr Plywood 4' x 8' x 4 mm @ R 0.500 Lbr Formica 4' x 3' @R

3,143.64 2,587.50 81,512.00 438,867.14

= = = = = =



351,624.00 Halaman : 51



22. 1 m2 Pasang pintu plywood & formika, rangka kayu kamper Bahan An. SNI ( Revisi ) 6.22.1 0.0196 m3 Kayu kamper, papan @R 6,520,500.00 = Rp 0.300 Kg Paku biasa 1/2" - 1" @R 10,478.80 = Rp 0.800 Lt Lem kayu @R 8,625.00 = Rp 1.000 Lbr Plywood 4' x 8' x 4 mm @ R 81,512.00 = Rp 0.500 Lbr Formica 4' x 3' @R 62,330.00 = Rp = Rp Sub total : Upah An. SNI ( Revisi ) 6.22.2

127,801.80 3,143.64 6,900.00 81,512.00 31,165.00 250,522.44

0.80 2.10 #######

0.800 2.500 0.250

Oh Pekerja Oh Tukang kayu Oh Kepala tukang

@R @R @R

32,750.00 = Rp 42,000.00 = Rp 44,000.00 = Rp

Halaman : 52


0.040

Oh Mandor

@R

55,000.00 = Rp = Rp Sub total : Total upah+bahan : = Rp

23. 1 m2 Pasang pintu teakwood & formika, rangka kayu jati Bahan An. SNI ( Revisi ) 6.23.1 0.0196 m3 Kayu jati, papan @R 17,940,000.00 0.300 Kg Paku biasa 1/2" - 1" @R 10,478.80 0.800 Lt Lem kayu @R 8,625.00 0.500 Lbr Teakwood 4' x 8' x 4 m @ R 81,512.00 0.500 Lbr Formica 4' x 8' @R 62,330.00 Sub total : Upah An. SNI ( Revisi ) 6.23.2 0.800 Oh Pekerja @R 32,750.00 2.500 Oh Tukang kayu @R 42,000.00 0.250 Oh Kepala tukang @R 44,000.00 0.040 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

25. 1 m2 Pasang pintu formika double, rangka kayu jati Bahan An. SNI ( Revisi ) 6.25.1 0.0196 m3 Kayu jati, papan @R 0.300 Kg Paku biasa 1/2" - 1" @R 1.200 Lt Lem kayu @R 2.000 Lbr Formica 4' x 8' @R

Rp Rp Rp Rp Rp Rp

351,624.00 3,143.64 6,900.00 40,756.00 31,165.00 433,588.64

= = = = = =

Rp Rp Rp Rp Rp Rp

26,200.00 105,000.00 11,000.00 2,200.00 144,400.00 577,988.64

26,200.00 105,000.00 11,000.00 2,200.00 144,400.00 371,876.44

= = = = =

Rp Rp Rp Rp Rp

351,624.00 3,143.64 10,350.00 124,660.00 489,777.64

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

32,750.00 109,200.00 11,440.00 2,750.00 156,140.00 645,917.64

= = = = =

Rp Rp Rp Rp Rp

127,801.80 3,143.64 10,350.00 124,660.00 265,955.44

@R @R @R @R

26. 1 m2 Pasang pintu formika double, rangka kayu kamper Bahan An. SNI ( Revisi ) 6.26.1 0.0196 m3 Kayu kamper, papan @R 6,520,500.00 0.300 Kg Paku biasa 1/2" - 1" @R 10,478.80 1.200 Lt Lem kayu @R 8,625.00 2.000 Lbr Plywood 4' x 8' x 4 mm @ R 62,330.00 Sub total :

Halaman : 53



KUDA KUDA

127,801.80 3,143.64 6,900.00 40,756.00 17,710.00 31,165.00 227,476.44

17,940,000.00 10,478.80 8,625.00 62,330.00 Sub total :



2,200.00 144,400.00 394,922.44

= = = = = =

24. 1 m2 Pasang pintu teakwood & formika, rangka kayu kamper ( dipolitur ) Bahan An. SNI ( Revisi ) 6.24.1 0.0196 m3 Kayu kamper, papan @R 6,520,500.00 = Rp 0.300 Kg Paku biasa 1/2" - 1" @R 10,478.80 = Rp 0.800 Lt Lem kayu @R 8,625.00 = Rp 0.500 Lbr Teakwood 4' x 8' x 4 m @ R 81,512.00 = Rp 0.500 Lt Politur @R 35,420.00 = Rp 0.500 Lbr Formica 4' x 8' @R 62,330.00 = Rp = Rp Sub total : Upah An. SNI ( Revisi ) 6.24.2 0.800 Oh Pekerja @R 32,750.00 = Rp 2.500 Oh Tukang kayu @R 42,000.00 = Rp 0.250 Oh Kepala tukang @R 44,000.00 = Rp 0.040 Oh Mandor @R 55,000.00 = Rp = Rp Sub total : Total upah+bahan : = Rp


26,200.00 105,000.00 11,000.00

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

32,750.00 109,200.00 11,440.00 2,750.00 156,140.00 422,095.44

27. 1 m3 Pasang konstruksi kuda-kuda kayu jati Bahan An. SNI ( Revisi ) 6.27.1 1.100 m3 Kayu jati, balok @R 15.000 Kg Besi strip @R 0.800 Kg Paku biasa 2" - 5" @R Upah An. SNI ( Revisi ) 6.27.2 4.000 Oh Pekerja 12.000 Oh Tukang kayu 1.200 Oh Kepala tukang 0.200 Oh Mandor

15,939,000.00 10,166.00 10,478.80 Sub total :

= = = =

Rp Rp Rp Rp

17,532,900.00 152,490.00 8,383.04 17,693,773.04

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

131,000.00 504,000.00 52,800.00 11,000.00 698,800.00 18,392,573.04

5,750,000.00 10,166.00 10,478.80 Sub total :

= = = =

Rp Rp Rp Rp

6,325,000.00 152,490.00 8,383.04 6,485,873.04

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

131,000.00 504,000.00 52,800.00 11,000.00 698,800.00 7,184,673.04

= = = =

Rp Rp Rp Rp

4,250,400.00 152,490.00 8,383.04 4,411,273.04

= = = = = =

Rp Rp Rp Rp Rp Rp

131,000.00 504,000.00 52,800.00 11,000.00 698,800.00 5,110,073.04

= = = =

Rp Rp Rp Rp

3,896,200.00 152,490.00 8,383.04 4,057,073.04


28. 1 m3 Pasang konstruksi kuda-kuda kayu kamper Bahan An. SNI ( Revisi ) 6.28.1 1.100 m3 Kayu kamper, balok @R 15.000 Kg Besi strip @R 0.800 Kg Paku biasa 2" - 5" @R Upah An. SNI ( Revisi ) 6.28.2 4.000 Oh Pekerja 12.000 Oh Tukang kayu 1.200 Oh Kepala tukang 0.200 Oh Mandor


29 1 m3 Pasang konstruksi kuda-kuda kayu kruing / bengkirai / kempas. Bahan An. SNI ( Revisi ) 6.30.1 1.100 m3 Kayu kruing, balok @R 3,864,000.00 15.000 Kg Besi strip @R 10,166.00 0.800 Kg Paku biasa 2" - 5" @R 10,478.80 Sub total : Upah An. SNI ( Revisi ) 6.30.2 4.000 Oh Pekerja @R 32,750.00 12.000 Oh Tukang kayu @R 42,000.00 1.200 Oh Kepala tukang @R 44,000.00 0.200 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : 30 1 m3 Pasang konstruksi kuda-kuda kayu meranti. Bahan An. SNI ( Revisi ) 6.28.1 1.100 m3 Kayu kamper, balok @R 15.000 Kg Besi strip @R 0.800 Kg Paku biasa 2" - 5" @R

3,542,000.00 10,166.00 10,478.80 Sub total :

Halaman : 54



@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

131,000.00 504,000.00 52,800.00 11,000.00 698,800.00 4,755,873.04

4,100,000.00 = Rp 10,478.80 = Rp = Rp Sub total :

49,200.00 1,571.82 50,771.82


= = = = = =

PASANG USUK. 31. 1 m2 Pasang kaso + reng genteng kodok kayu kamper Bahan An. SNI ( Revisi ) 6.31.1 0.012 m3 Kayu kamper, usuk 5/7. @ R 0.150 Kg Paku biasa 2" - 5" @R Upah An. SNI ( Revisi ) 6.31.2 0.100 Oh Pekerja 0.100 Oh Tukang kayu 0.010 Oh Kepala tukang 0.005 Oh Mandor

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


32. 1 m2 Pasang kaso + reng genteng kodok kayu kruwing / bengkirai / kempas.

= = = = = =

Rp Rp Rp Rp Rp Rp

3,275.00 4,200.00 440.00 275.00 8,190.00 58,961.82

Bahan An. SNI ( Revisi ) 6.32.1 0.012 m3 Ky. kruw/beng/kempas, @ R 0.150 Kg Paku biasa 2" - 5" @R Upah An. SNI ( Revisi ) 6.32.2 0.100 Oh Pekerja 0.100 Oh Tukang kayu 0.010 Oh Kepala tukang 0.005 Oh Mandor

3,818,000.00 = Rp 10,478.80 = Rp = Rp Sub total :

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

3,275.00 4,200.00 440.00 275.00 8,190.00 55,577.82

3,404,000.00 = Rp 10,478.80 = Rp = Rp Sub total :

40,848.00 1,571.82 42,419.82


33 1 m2 Pasang kaso + reng genteng kodok kayu meranti. Bahan An. SNI ( Revisi ) 6.32.1 0.012 m3 Kayu meranti, usuk @R 0.150 Kg Paku biasa 2" - 5" @R Upah An. SNI ( Revisi ) 6.32.2 0.100 Oh Pekerja 0.100 Oh Tukang kayu 0.010 Oh Kepala tukang 0.005 Oh Mandor

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

3,275.00 4,200.00 440.00 275.00 8,190.00 50,609.82

10,810,000.00 = Rp 10,478.80 = Rp Sub total : = Rp

151,340.00 1,571.82 152,911.82


34 1 m2 Pasang kaso + reng genteng munier kayu jati Bahan An. SNI ( Revisi ) 6.33.1 0.014 m3 Kayu jati, balok / usuk. @ R 0.150 Kg Paku biasa 2" - 5" @R Upah An. SNI ( Revisi ) 6.33.2 0.100 Oh Pekerja

@R

= = = = = =

= = = = = =

32,750.00 = Rp

@R @R @R

42,000.00 = Rp 44,000.00 = Rp 55,000.00 = Rp = Rp Sub total : Total upah+bahan : = Rp

35 1 m2 Pasang kaso + reng genteng munier kayu kamper Bahan An. SNI ( Revisi ) 6.34.1 0.014 m3 Kayu kamper, usuk 5/7. @ R 4,100,000.00 0.150 Kg Paku biasa 2" - 5" @R 10,478.80 Sub total : Upah An. SNI ( Revisi ) 6.34.2 0.100 Oh Pekerja @R 32,750.00 0.100 Oh Tukang kayu @R 42,000.00 0.010 Oh Kepala tukang @R 44,000.00 0.005 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

37 1 m2 Pasang kaso + reng genteng beton kayu meranti. Bahan An. SNI ( Revisi ) 6.35.1 0.014 m3 Kayu meranti, usuk @R 0.150 Kg Paku biasa 2" - 5" @R

4,200.00 440.00 275.00 8,190.00 161,101.82

= Rp = Rp = Rp

57,400.00 1,571.82 58,971.82

= = = = = =

Rp Rp Rp Rp Rp Rp

3,275.00 4,200.00 440.00 275.00 8,190.00 67,161.82

= Rp = Rp = Rp

53,452.00 1,571.82 55,023.82

= = = = = =

Rp Rp Rp Rp Rp Rp

3,275.00 4,200.00 440.00 275.00 8,190.00 63,213.82

3,404,000.00 = Rp 10,478.80 = Rp Sub total : = Rp

47,656.00 1,571.82 49,227.82

36 1 m2 Pasang kaso + reng genteng beton kayu kruwing / bengkirai / kempas. Bahan An. SNI ( Revisi ) 6.35.1 0.014 m3 Ky. kruw/beng/kempas, @ R 3,818,000.00 0.150 Kg Paku biasa 2" - 5" @R 10,478.80 Sub total : Upah An. SNI ( Revisi ) 6.35.2 0.100 Oh Pekerja @R 32,750.00 0.100 Oh Tukang kayu @R 42,000.00 0.010 Oh Kepala tukang @R 44,000.00 0.005 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

Upah An. SNI ( Revisi ) 6.35.2

3,275.00 Halaman : 55


0.100 Oh Tukang kayu 0.010 Oh Kepala tukang 0.005 Oh Mandor

45,816.00 1,571.82 47,387.82

0.100 0.100 0.010 0.005

Oh Oh Oh Oh

Pekerja Tukang kayu Kepala tukang Mandor

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

3,275.00 4,200.00 440.00 275.00 8,190.00 57,417.82

4,100,000.00 = Rp 10,478.80 = Rp = Rp Sub total :

676,500.00 2,095.76 678,595.76


38 1 m2 Pasang kaso + reng atap sirap kayu kamper Bahan An. SNI ( Revisi ) 6.36.1 0.165 m3 Kayu kamper, usuk 5/7. @ R 0.200 Kg Paku biasa 2" - 5" @R Upah An. SNI ( Revisi ) 6.36.2 0.120 Oh Pekerja 0.120 Oh Tukang kayu 0.012 Oh Kepala tukang 0.006 Oh Mandor

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

Halaman : 56


39 1 m2 Pasang kaso + reng atap sirap kayu kruwing / bengkirai / kempas. Bahan An. SNI ( Revisi ) 6.37.1 0.165 m3 Ky. kruw/beng/kempas, @ R 3,818,000.00 0.200 Kg Paku biasa 2" - 5" @R 10,478.80 Sub total : Upah An. SNI ( Revisi ) 6.37.2 0.120 Oh Pekerja @R 32,750.00 0.120 Oh Tukang kayu @R 42,000.00 0.012 Oh Kepala tukang @R 44,000.00 0.006 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

3,930.00 5,040.00 528.00 330.00 9,828.00 688,423.76

= Rp = Rp = Rp

629,970.00 2,095.76 632,065.76

= = = = = =

Rp Rp Rp Rp Rp Rp

3,930.00 5,040.00 528.00 330.00 9,828.00 641,893.76

= Rp = Rp = Rp

129,720.00 1,047.88 130,767.88

= = = = = =

Rp Rp Rp Rp Rp Rp

4,912.50 10,500.00 1,100.00 4,125.00 20,637.50 151,405.38

Rp Rp Rp

49,200.00 1,047.88 50,247.88

Rp Rp Rp Rp Rp Rp

4,912.50 10,500.00 1,100.00 4,125.00 20,637.50 70,885.38

RANGKA PLAVON / LANGIT2. 40 1 m2 Pasang rangka langit-langit ( 1.00 x 1.00 ) m, kayu jati Bahan An. SNI ( Revisi ) 6.38.1 0.012 m3 Kayu jati, usuk 5/7 & 4/ @ R 10,810,000.00 0.100 Kg Paku biasa 2" - 5" @R 10,478.80 Sub total : Upah An. SNI ( Revisi ) 6.38.2 0.150 Oh Pekerja @R 32,750.00 0.250 Oh Tukang kayu @R 42,000.00 0.025 Oh Kepala tukang @R 44,000.00 0.075 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

41 1 m2 Pasang rangka langit-langit ( 1.00 x 1.00 ) m, kayu kamper pamjamg 4 m. Bahan An. SNI ( Revisi ) 6.39.1 0.012 m3 Kayu kamper 5/7 - 4 mt @ R 4,100,000.00 = 0.100 Kg Paku biasa 2" - 5" @R 10,478.80 = = Sub total : Upah An. SNI ( Revisi ) 6.39.2 0.150 Oh Pekerja @R 32,750.00 = 0.250 Oh Tukang kayu @R 42,000.00 = 0.025 Oh Kepala tukang @R 44,000.00 = 0.075 Oh Mandor @R 55,000.00 = = Sub total : Total upah+bahan : =

42 1 m2 Pasang rangka langit-langit ( 1.00 x 1.00 ) m, kayu kamper potongan 5/7 2 meter. Bahan An. SNI ( Revisi ) 6.39.1 0.012 m3 Kayu kamper 5/7 - 2 mt @ R 2,248,480.00 = Rp 0.100 Kg Paku biasa 2" - 5" @R 10,478.80 = Rp = Rp Sub total : Upah An. SNI ( Revisi ) 6.39.2 0.150 Oh Pekerja @R 32,750.00 = Rp 0.250 Oh Tukang kayu @R 42,000.00 = Rp

26,981.76 1,047.88 28,029.64 4,912.50 10,500.00


@R @R


Halaman : 57


43 1 m2 Pasang rangka langit-langit ( 1.00 x 1.00 ) m, kayu kruwing / bengkirai / kempas. Bahan An. SNI ( Revisi ) 6.40.1 0.012 m3 Ky. kruw/beng/kempas, @ R 3,818,000.00 = Rp 0.100 Kg Paku biasa 2" - 5" @R 10,478.80 = Rp = Rp Sub total : Upah An. SNI ( Revisi ) 6.40.2 0.150 Oh Pekerja @R 32,750.00 = Rp 0.250 Oh Tukang kayu @R 42,000.00 = Rp 0.025 Oh Kepala tukang @R 44,000.00 = Rp 0.075 Oh Mandor @R 55,000.00 = Rp = Rp Sub total : Total upah+bahan : = Rp 44 1 m2 Pasang rangka langit-langit ( 1.00 x 1.00 ) m, kayu MERANTI 5/7 panjang 4 m. Bahan An. SNI ( Revisi ) 6.39.1 0.012 m3 Kayu meranti 5/7 - 4 mt @ R 3,404,000.00 = Rp 0.100 Kg Paku biasa 2" - 5" @R 10,478.80 = Rp = Rp Sub total : Upah An. SNI ( Revisi ) 6.39.2 0.150 Oh Pekerja @R 32,750.00 = Rp 0.250 Oh Tukang kayu @R 42,000.00 = Rp 0.025 Oh Kepala tukang @R 44,000.00 = Rp 0.075 Oh Mandor @R 55,000.00 = Rp = Rp Sub total : Total upah+bahan : = Rp 45 1 m2 Pasang rangka langit-langit ( 1.00 x 1.00 ) m, kayu meranti potongan 5/7 - 2 meter. Bahan An. SNI ( Revisi ) 6.39.1 0.012 m3 Kayu meranti 5/7 - 2 mt @ R 1,978,000.00 = Rp 0.100 Kg Paku biasa 2" - 5" @R 10,478.80 = Rp Sub total : = Rp Upah An. SNI ( Revisi ) 6.39.2 0.150 Oh Pekerja @R 32,750.00 = Rp 0.250 Oh Tukang kayu @R 42,000.00 = Rp 0.025 Oh Kepala tukang @R 44,000.00 = Rp 0.075 Oh Mandor @R 55,000.00 = Rp = Rp Sub total : Total upah+bahan : = Rp 46 1 m2 Pasang rangka langit-langit ( 30 x 60 ) cm, kayu jati Bahan An. SNI ( Revisi ) 6.41.1 0.023 m3 Kayu jati, usuk 5/7. @R 10,810,000.00 0.150 Kg Paku biasa 2" - 5" @R 10,478.80 Sub total : Upah An. SNI ( Revisi ) 6.41.2 0.200 Oh Pekerja @R 32,750.00 0.300 Oh Tukang kayu @R 42,000.00 0.030 Oh Kepala tukang @R 44,000.00 0.010 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

1,100.00 4,125.00 20,637.50 48,667.14

45,816.00 1,047.88 46,863.88 4,912.50 10,500.00 1,100.00 4,125.00 20,637.50 67,501.38

40,848.00 1,047.88 41,895.88 4,912.50 10,500.00 1,100.00 4,125.00 20,637.50 62,533.38

23,736.00 1,047.88 24,783.88 4,912.50 10,500.00 1,100.00 4,125.00 20,637.50 45,421.38

= Rp = Rp = Rp

248,630.00 1,571.82 250,201.82

= = = = = =

6,550.00 12,600.00 1,320.00 550.00 21,020.00 271,221.82

Rp Rp Rp Rp Rp Rp


47 1 m2 Pasang rangka langit-langit ( 30 x 60 ) cm, kayu kamper panjang 4mtr.- 5/7 Bahan An. SNI ( Revisi ) 6.42.1 0.023 m3 Kayu kamper, usuk 5/7 @ R 4,100,000.00 = Rp 0.150 Kg Paku biasa 2" - 5" @R 10,478.80 = Rp Sub total : = Rp Upah An. SNI ( Revisi ) 6.42.2 0.200 Oh Pekerja @R 32,750.00 = Rp 0.300 Oh Tukang kayu @R 42,000.00 = Rp 0.030 Oh Kepala tukang @R 44,000.00 = Rp

Halaman : 58

94,300.00 1,571.82 95,871.82 6,550.00 12,600.00 1,320.00

0.010

Oh Mandor


55,000.00 = Rp = Rp = Rp

48 1 m2 Pasang rangka langit-langit ( 30 x 60 ) cm, kayu kamper potongan panjang 2 mtr.- 5/7 Bahan An. SNI ( Revisi ) 6.42.1 0.023 m3 Kayu kamper, potongan @ R 2,248,480.00 = Rp 0.150 Kg Paku biasa 2" - 5" @R 10,478.80 = Rp = Rp Sub total : Upah An. SNI ( Revisi ) 6.42.2 0.200 Oh Pekerja @R 32,750.00 = Rp 0.300 Oh Tukang kayu @R 42,000.00 = Rp 0.030 Oh Kepala tukang @R 44,000.00 = Rp 0.010 Oh Mandor @R 55,000.00 = Rp = Rp Sub total : Total upah+bahan : = Rp 49 1 m2 Pasang rangka langit-langit ( 30 x 60 ) cm, kayu kruwing , bemgkirai / kempas. Bahan An. SNI ( Revisi ) 6.43.1 0.023 m3 Ky. kruw/beng/kempas, @ R 3,818,000.00 = Rp 0.150 Kg Paku biasa 2" - 5" @R 10,478.80 = Rp Sub total : = Rp Upah An. SNI ( Revisi ) 6.43.2 0.200 Oh Pekerja @R 32,750.00 = Rp 0.300 Oh Tukang kayu @R 42,000.00 = Rp 0.030 Oh Kepala tukang @R 44,000.00 = Rp 0.010 Oh Mandor @R 55,000.00 = Rp = Rp Sub total : Total upah+bahan : = Rp 50 1 m2 Pasang rangka langit-langit ( 30 x 60 ) cm, kayu Meranti panjang 4 meter - 5/7. Bahan An. SNI ( Revisi ) 6.43.1 0.023 m3 Kayu meranti 5/7 - 4 mt @ R 3,404,000.00 = Rp 0.150 Kg Paku biasa 2" - 5" @R 10,478.80 = Rp = Rp Sub total : Upah An. SNI ( Revisi ) 6.43.2 0.200 Oh Pekerja @R 32,750.00 = Rp 0.300 Oh Tukang kayu @R 42,000.00 = Rp 0.030 Oh Kepala tukang @R 44,000.00 = Rp 0.010 Oh Mandor @R 55,000.00 = Rp = Rp Sub total : Total upah+bahan : = Rp 51 1 m2 Pasang rangka langit-langit ( 30 x 60 ) cm, kayu Meranti potongan panjang 2 meter - 5/7. Bahan An. SNI ( Revisi ) 6.43.1 0.023 m3 Kayu meranti 5/7 - 2 mt @ R 1,978,000.00 = Rp 0.150 Kg Paku biasa 2" - 5" @R 10,478.80 = Rp = Rp Sub total :

51,715.04 1,571.82 53,286.86 6,550.00 12,600.00 1,320.00 550.00 21,020.00 74,306.86

87,814.00 1,571.82 89,385.82 6,550.00 12,600.00 1,320.00 550.00 21,020.00 110,405.82

78,292.00 1,571.82 79,863.82 6,550.00 12,600.00 1,320.00 550.00 21,020.00 100,883.82

45,494.00 1,571.82 47,065.82 Halaman : 59



550.00 21,020.00 116,891.82

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


52 1 m2 Pasang rangka langit-langit ( 30 x 30 ) cm, kayu jati Bahan An. SNI ( Revisi ) 6.44.1 0.027 m3 Kayu jati, balok @R 10,810,000.00 0.200 Kg Paku biasa 2" - 5" @R 10,478.80 Sub total : Upah An. SNI ( Revisi ) 6.44.2 0.250 Oh Pekerja @R 32,750.00 0.350 Oh Tukang kayu @R 42,000.00 0.035 Oh Kepala tukang @R 44,000.00 0.0125 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

= = = = = =

Rp Rp Rp Rp Rp Rp

6,550.00 12,600.00 1,320.00 550.00 21,020.00 68,085.82

= Rp = Rp = Rp

291,870.00 2,095.76 293,965.76

= = = = = =

8,187.50 14,700.00 1,540.00 687.50 25,115.00 319,080.76

Rp Rp Rp Rp Rp Rp

53 1 m2 Pasang rangka langit-langit ( 30 x 30 ) cm, kayu kamper panjang 4 mtr Uk.5/7 Bahan An. SNI ( Revisi ) 6.45.1

0.027 m3 Kayu kamper, usuk 5/7 @ R 0.200 Kg Paku biasa 2" - 5" @R Upah An. SNI ( Revisi ) 6.45.2 0.250 Oh Pekerja 0.350 Oh Tukang kayu 0.035 Oh Kepala tukang 0.0125 Oh Mandor

4,100,000.00 = Rp 10,478.80 = Rp Sub total : = Rp

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


= = = = = =

Rp Rp Rp Rp Rp Rp

54 1 m2 Pasang rangka langit-langit ( 30 x 30 ) cm, kayu kamper potongan panjang 2 mtr Uk.5/7 Bahan An. SNI ( Revisi ) 6.45.1 0.027 m3 Kayu kamper, usuk 5/7 @ R 2,248,480.00 = Rp 0.200 Kg Paku biasa 2" - 5" @R 10,478.80 = Rp = Rp Sub total : Upah An. SNI ( Revisi ) 6.45.2 0.250 Oh Pekerja @R 32,750.00 = Rp 0.350 Oh Tukang kayu @R 42,000.00 = Rp 0.035 Oh Kepala tukang @R 44,000.00 = Rp 0.0125 Oh Mandor @R 55,000.00 = Rp = Rp Sub total : Total upah+bahan : = Rp 55 1 m2 Pasang rangka langit-langit ( 30 x 30 ) cm, kayu bengkirai / kruwing / kempas. 5/7 Bahan An. SNI ( Revisi ) 6.46.1 0.027 m3 Kayu borneo, usuk. @R 3,818,000.00 = Rp 0.200 Kg Paku biasa 2" - 5" @R 10,478.80 = Rp = Rp Sub total : Upah An. SNI ( Revisi ) 6.46.2 0.250 Oh Pekerja @R 32,750.00 = Rp 0.350 Oh Tukang kayu @R 42,000.00 = Rp

8,187.50 14,700.00 1,540.00 687.50 25,115.00 137,910.76

60,708.96 2,095.76 62,804.72 8,187.50 14,700.00 1,540.00 687.50 25,115.00 87,919.72

103,086.00 2,095.76 105,181.76 8,187.50 14,700.00 Halaman : 60



110,700.00 2,095.76 112,795.76

@R @R


1,540.00 687.50 25,115.00 130,296.76

PASANG LISPLANG 56 1 m' Pasang lisplang ukuran ( 3 x 20 ) cm, kayu jati Bahan An. SNI ( Revisi ) 6.47.1 0.0072 m3 Kayu jati, papan @R 0.050 Kg Paku biasa 2" - 5" @R Upah An. SNI ( Revisi ) 6.47.2 0.100 Oh Pekerja 0.200 Oh Tukang kayu 0.025 Oh Kepala tukang 0.0050 Oh Mandor

17,940,000.00 = Rp 10,478.80 = Rp = Rp Sub total :

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


57 1 m' Pasang lisplang ukuran ( 3 x 20 ) cm, kayu kamper Bahan An. SNI ( Revisi ) 6.48.1 0.0072 m3 Kayu kamper, papan @R 6,520,500.00 0.050 Kg Paku biasa 2" - 5" @R 10,478.80 Sub total : Upah An. SNI ( Revisi ) 6.48.2 0.100 Oh Pekerja @R 32,750.00 0.200 Oh Tukang kayu @R 42,000.00 0.025 Oh Kepala tukang @R 44,000.00 0.0050 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : 58 1 m' Pasang lisplang ukuran ( 3 x 20 ) cm, kayu meranti. Bahan An. SNI ( Revisi ) 6.48.1 0.0072 m3 Kayu meranti, papan @R 3,818,000.00 0.050 Kg Paku biasa 2" - 5" @R 10,478.80 Sub total : Upah An. SNI ( Revisi ) 6.48.2 0.100 Oh Pekerja @R 32,750.00

= = = = = =

129,168.00 523.94 129,691.94

Rp Rp Rp Rp Rp Rp

3,275.00 8,400.00 1,100.00 275.00 13,050.00 142,741.94

= Rp = Rp = Rp

46,947.60 523.94 47,471.54

= = = = = =

Rp Rp Rp Rp Rp Rp

3,275.00 8,400.00 1,100.00 275.00 13,050.00 60,521.54

= Rp = Rp = Rp

27,489.60 523.94 28,013.54

= Rp

3,275.00


@R @R @R


59 1 m' Pasang lisplang ukuran ( 3 x 30 ) cm, kayu jati Bahan An. SNI ( Revisi ) 6.49.1 0.011 m3 Kayu jati, papan @R 0.050 Kg Paku biasa 2" - 5" @R Upah An. SNI ( Revisi ) 6.49.2 0.110 Oh Pekerja 0.220 Oh Tukang kayu 0.022 Oh Kepala tukang 0.005 Oh Mandor

17,940,000.00 = Rp 10,478.80 = Rp = Rp Sub total :

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


= = = = = =

Rp Rp Rp Rp Rp Rp

61 1 m' Pasang lisplang ukuran ( 3 x 30 ) cm, kayu meranti. Bahan An. SNI ( Revisi ) 6.50.1 0.011 m3 Kayu kamper, meranti. @ R 3,818,000.00 0.050 Kg Paku biasa 2" - 5" @R 10,478.80 Sub total : Upah An. SNI ( Revisi ) 6.50.2 0.110 Oh Pekerja @R 32,750.00 0.220 Oh Tukang kayu @R 42,000.00 0.022 Oh Kepala tukang @R 44,000.00 0.005 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : 62 1 m' Pasang lisplang ukuran 2 x ( 3 x 20 ) cm, kayu kamper Bahan An. SNI ( Revisi ) 6.51.1 0.0145 m3 Kayu kamper, papan @R 6,520,500.00 0.060 Kg Paku biasa 2" - 5" @R 10,478.80 Sub total : Upah An. SNI ( Revisi ) 6.51.2 0.150 Oh Pekerja @R 32,750.00 0.250 Oh Tukang kayu @R 42,000.00 0.025 Oh Kepala tukang @R 44,000.00 0.075 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : 63 1 m' Pasang lisplang ukuran 2 x ( 3 x 20 ) cm, kayu meranti. Bahan An. SNI ( Revisi ) 6.51.1 0.0145 m3 Kayu kamper, papan @R 3,818,000.00 0.060 Kg Paku biasa 2" - 5" @R 10,478.80 Sub total : Upah An. SNI ( Revisi ) 6.51.2 0.150 Oh Pekerja @R 32,750.00 0.250 Oh Tukang kayu @R 42,000.00 0.025 Oh Kepala tukang @R 44,000.00 0.075 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

197,340.00 523.94 197,863.94 3,602.50 9,240.00 968.00 275.00 14,085.50 211,949.44 Halaman : 61


60 1 m' Pasang lisplang ukuran ( 3 x 30 ) cm, kayu kamper Bahan An. SNI ( Revisi ) 6.50.1 0.011 m3 Kayu kamper, papan @R 6,520,500.00 0.050 Kg Paku biasa 2" - 5" @R 10,478.80 Sub total : Upah An. SNI ( Revisi ) 6.50.2 0.110 Oh Pekerja @R 32,750.00 0.220 Oh Tukang kayu @R 42,000.00 0.022 Oh Kepala tukang @R 44,000.00 0.005 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

8,400.00 1,100.00 275.00 13,050.00 41,063.54

= Rp = Rp = Rp

71,725.50 523.94 72,249.44

= = = = = =

Rp Rp Rp Rp Rp Rp

3,602.50 9,240.00 968.00 275.00 14,085.50 86,334.94

= Rp = Rp = Rp

41,998.00 523.94 42,521.94

= = = = = =

Rp Rp Rp Rp Rp Rp

3,602.50 9,240.00 968.00 275.00 14,085.50 56,607.44

= Rp = Rp = Rp

94,547.25 628.73 95,175.98

= = = = = =

Rp Rp Rp Rp Rp Rp

4,912.50 10,500.00 1,100.00 4,125.00 20,637.50 115,813.48

= Rp = Rp = Rp

55,361.00 628.73 55,989.73

= = = = = =

4,912.50 10,500.00 1,100.00 4,125.00 20,637.50 76,627.23

Rp Rp Rp Rp Rp Rp

64 1 m' Pasang lisplang ukuran 2 x ( 2 x 20 ) cm, kayu kamper Bahan An. SNI ( Revisi ) 6.52.1 0.0086 m3 Kayu kamper, papan @R

6,520,500.00 = Rp

0.060


@R Sub total :


56,076.30 Halaman : 62


@R @R @R @R

10,478.80 = Rp = Rp

628.73 56,705.03

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

3,275.00 4,200.00 440.00 2,750.00 10,665.00 67,370.03

= Rp = Rp = Rp

32,834.80 628.73 33,463.53

= = = = = =

3,275.00 4,200.00 440.00 2,750.00 10,665.00 44,128.53


65 1 m' Pasang lisplang ukuran 2 x ( 2 x 20 ) cm, kayu meranti. Bahan An. SNI ( Revisi ) 6.52.1 0.0086 m3 Kayu kamper, papan @R 3,818,000.00 0.060 Kg Paku biasa 2" - 5" @R 10,478.80 Sub total : Upah An. SNI ( Revisi ) 6.52.2 0.100 Oh Pekerja @R 32,750.00 0.100 Oh Tukang kayu @R 42,000.00 0.010 Oh Kepala tukang @R 44,000.00 0.050 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

= = = = = =

Rp Rp Rp Rp Rp Rp

66 1 m' Pasang lisplang ukuran 2 x ( 2 x 20 ) cm, kayu kruwing / bengkirai / kempas. Bahan An. SNI ( Revisi ) 6.53.1 0.0088 m3 Kayu borneo, papan @R 3,946,800.00 = Rp 0.060 Kg Paku biasa 2" - 5" @R 10,478.80 = Rp Sub total : = Rp Upah An. SNI ( Revisi ) 6.53.2 0.100 Oh Pekerja @R 32,750.00 = Rp 0.100 Oh Tukang kayu @R 42,000.00 = Rp 0.010 Oh Kepala tukang @R 44,000.00 = Rp 0.050 Oh Mandor @R 55,000.00 = Rp = Rp Sub total : Total upah+bahan : = Rp

34,731.84 628.73 35,360.57 3,275.00 4,200.00 440.00 2,750.00 10,665.00 46,025.57

DINDING PEMISAH KAYU / TRIPLEKS 67 1 m2 Pasang rangka dan dinding pemisah kayu kamper Bahan An. SNI ( Revisi ) 6.54.1 0.0195 m3 Kayu kamper, balok @R 5,750,000.00 0.007 m3 Kayu kamper, papan @R 6,520,500.00 0.100 Kg Paku biasa 2" - 5" @R 10,478.80 Sub total : Upah An. SNI ( Revisi ) 6.54.2 0.150 Oh Pekerja @R 32,750.00 0.450 Oh Tukang kayu @R 42,000.00 0.045 Oh Kepala tukang @R 44,000.00 0.075 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

= = = =

Rp Rp Rp Rp

112,125.00 45,643.50 1,047.88 158,816.38

= = = = = =

Rp Rp Rp Rp Rp Rp

4,912.50 18,900.00 1,980.00 4,125.00 29,917.50 188,733.88

68 1 m2 Pasang rangka dan dinding pemisah kayu kruwing / bengkirai / kempas. Bahan An. SNI ( Revisi ) 6.55.1 0.0195 m3 Kayu , balok @R 3,864,000.00 = Rp 0.007 m3 Kayu , papan @R 3,946,800.00 = Rp

75,348.00 27,627.60 Halaman : 63


0.100



@R

10,478.80 = Rp = Rp Sub total :


32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

1,047.88 104,023.48 4,912.50 18,900.00 1,980.00 4,125.00 29,917.50 133,940.98

67 1 m2 Pasang rangka dan dinding pemisah kayu meranti. Bahan An. SNI ( Revisi ) 6.54.1 0.0195 m3 Kayu meranti, balok @R 3,542,000.00 0.007 m3 Kayu meranti, papan @R 3,818,000.00 0.100 Kg Paku biasa 2" - 5" @R 10,478.80 Sub total : Upah An. SNI ( Revisi ) 6.54.2 0.150 Oh Pekerja @R 32,750.00 0.450 Oh Tukang kayu @R 42,000.00 0.045 Oh Kepala tukang @R 44,000.00 0.075 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : 68 1 m2 Pasang dinding pemisah tripleks 4mm Bahan An. SNI ( Revisi ) 6.56.1 0.0195 m3 Kayu kamper, balok 0.007 m3 Kayu kamper, papan 0.100 Kg Paku biasa 2" - 5" 0.560 Lt Lem kayu 1.000 Lbr Tripleks 4' x 8' x 4 mm Upah An. SNI ( Revisi ) 6.56.2 0.200 Oh Pekerja 0.600 Oh Tukang kayu 0.060 Oh Kepala tukang 0.010 Oh Mandor

= = = =

Rp Rp Rp Rp

69,069.00 26,726.00 1,047.88 96,842.88

= = = = = =

Rp Rp Rp Rp Rp Rp

4,912.50 18,900.00 1,980.00 4,125.00 29,917.50 126,760.38

rangkap, rangka kayu kamper @R @R @R @R @R

5,750,000.00 6,520,500.00 10,478.80 19,320.00 91,908.00 Sub total :

= = = = = =

Rp Rp Rp Rp Rp Rp

112,125.00 45,643.50 1,047.88 10,819.20 91,908.00 149,418.58

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

6,550.00 25,200.00 2,640.00 550.00 34,940.00 184,358.58

= = = = = =

Rp Rp Rp Rp Rp Rp

112,125.00 45,643.50 1,047.88 10,819.20 81,512.00 139,022.58

= = = = = =

Rp Rp Rp Rp Rp Rp

6,550.00 25,200.00 2,640.00 550.00 34,940.00 173,962.58


68 1 m2 Pasang dinding pemisah teakwood rangkap, rangka kayu kamper Bahan An. SNI ( Revisi ) 6.56.1 0.0195 m3 Kayu kamper, balok @R 5,750,000.00 0.007 m3 Kayu kamper, papan @R 6,520,500.00 0.100 Kg Paku biasa 2" - 5" @R 10,478.80 0.560 Lt Lem kayu @R 19,320.00 1.000 Lbr Teakwood 4' x 8' x 4 m @ R 81,512.00 Sub total : Upah An. SNI ( Revisi ) 6.56.2 0.200 Oh Pekerja @R 32,750.00 0.600 Oh Tukang kayu @R 42,000.00 0.060 Oh Kepala tukang @R 44,000.00 0.010 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

Halaman : 64


69 1 m2 Pasang dinding pemisah plywood / formica rangkap, rangka kayu kamper Bahan An. SNI ( Revisi ) 6.57.1 0.0195 m3 Kayu kamper, balok @R 5,750,000.00 = 0.007 m3 Kayu kamper, papan @R 6,520,500.00 = 0.100 Kg Paku biasa 2" - 5" @R 10,478.80 = 0.560 Lt Lem kayu @R 19,320.00 = 1.000 Lbr Plywood / formika. @R 62,330.00 = = Sub total : Upah An. SNI ( Revisi ) 6.57.2 0.200 Oh Pekerja @R 32,750.00 = 0.600 Oh Tukang kayu @R 42,000.00 = 0.060 Oh Kepala tukang @R 44,000.00 = 0.010 Oh Mandor @R 55,000.00 = = Sub total : Total upah+bahan : =

Rp Rp Rp Rp Rp Rp

112,125.00 45,643.50 1,047.88 10,819.20 62,330.00 119,840.58

Rp Rp Rp Rp Rp Rp

6,550.00 25,200.00 2,640.00 550.00 34,940.00 154,780.58

Rp Rp Rp Rp

111,573.00 1,047.88 2,397.75 115,018.63

PASANG DINDING LAMBRESIRING 70 1 m2 Pasang dinding lambriziring dari papan Bahan An. SNI ( Revisi ) 6.58.1 0.0070 m3 Kayu jati, balok 0.100 Kg Paku biasa 2" - 5" 0.150 Kg Paku skrup 3,5" Upah An. SNI ( Revisi ) 6.58.2

jati @R @R @R

15,939,000.00 10,478.80 15,985.00 Sub total :

= = = =

0.600 1.800 0.180 0.030

Oh Oh Oh Oh


@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

19,650.00 75,600.00 7,920.00 1,650.00 104,820.00 219,838.63

10,350.00 = Rp = Rp

10,867.50 10,867.50

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

687.75 882.00 88.00 55.00 1,712.75 12,580.25

3,312.00 = Rp = Rp

3,477.60 3,477.60


71 1 m' Pasang list plafond, kayu profil Bahan An. SNI ( Revisi ) 6.60.1 1.050 m' Kayu profil

@R Sub total :



72 1 m' Pasang list plafond, kayu kamper 1/5. Bahan An. SNI ( Revisi ) 6.60.1 1.050 m' Kayu profil

@R Sub total :




32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

687.75 882.00 88.00 55.00 1,712.75 5,190.35 Halaman : 65

43750

2

5

7

3

19

4

10 #

3

12

EKERJAAN PENUTUP PLAVON 1. 1 m2 Pasang langit-langit asbes ( 1.00 x 1.00 ) m, tebal 6 mm Bahan An. SNI ( Revisi ) 6.1.1 1.100 Lbr Asbes langit-langit tbl 6 @ R 13,570.00 0.010 Kg Paku @R 10,478.80 Sub total : Upah An. SNI ( Revisi ) 6.1.2 0.030 Oh Pekerja @R 32,750.00 0.070 Oh Tukang kayu @R 42,000.00 0.007 Oh Kepala tukang @R 44,000.00 0.0015 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : 2. 1 m2 Pasang langit-langit asbes ( 1.00 x 1.00 ) m, tebal 5 mm Bahan An. SNI ( Revisi ) 6.2.1 1.100 Lbr Asbes langit-langit tbl 5 @ R 11,270.00 0.010 Kg Paku @R 15,088.00 Sub total : Upah An. SNI ( Revisi ) 6.2.2 0.030 Oh Pekerja @R 32,750.00 0.070 Oh Tukang kayu @R 42,000.00 0.007 Oh Kepala tukang @R 44,000.00 0.0015 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : 3

4

1 m2 Pasang langit-langit calsibord ( 1.00 x 1.00 ) m, tebal 5 mm Bahan An. SNI ( Revisi ) 6.2.1 1.100 Lbr Asbes langit-langit tbl 5 @ R 15,088.00 0.010 Kg Paku @R 15,088.00 Sub total : Upah An. SNI ( Revisi ) 6.2.2 0.030 Oh Pekerja @R 32,750.00 0.070 Oh Tukang kayu @R 42,000.00 0.007 Oh Kepala tukang @R 44,000.00 0.0015 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : 1 m2 Pasang langit-langit asbes ( 1.00 x 1.00 ) m, tebal 4 mm Bahan An. SNI ( Revisi ) 6.3.1 1.100 Lbr Asbes langit-langit tbl 4 @ R 10,782.40 0.010 Kg Paku @R 15,088.00 Sub total : Upah An. SNI ( Revisi ) 6.3.2 0.030 Oh Pekerja @R 32,750.00 0.070 Oh Tukang kayu @R 42,000.00 0.007 Oh Kepala tukang @R 44,000.00 0.0015 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

= Rp = Rp = Rp

14,927.00 104.79 15,031.79

= = = = = =

Rp Rp Rp Rp Rp Rp

982.50 2,940.00 308.00 82.50 4,313.00 19,344.79

= Rp = Rp = Rp

12,397.00 150.88 12,547.88

= = = = = =

Rp Rp Rp Rp Rp Rp

982.50 2,940.00 308.00 82.50 4,313.00 16,860.88

= Rp = Rp = Rp

16,596.80 150.88 16,747.68

= = = = = =

Rp Rp Rp Rp Rp Rp

982.50 2,940.00 308.00 82.50 4,313.00 21,060.68

= Rp = Rp = Rp

11,860.64 150.88 12,011.52

= = = = = =

982.50 2,940.00 308.00 82.50 4,313.00 16,324.52

Rp Rp Rp Rp Rp Rp

Halaman : 66


5

1 m2 Pasang langit-langit asbes ( 1.00 x 1.00 ) m, tebal 3.5 mm Bahan An. SNI ( Revisi ) 6.4.1 1.100 Lbr Asbes langit-langit tbl 3. @ R 9,200.00 0.010 Kg Paku @R 15,088.00 Sub total : Upah An. SNI ( Revisi ) 6.4.2 0.030 Oh Pekerja @R 32,750.00 0.070 Oh Tukang kayu @R 42,000.00 0.007 Oh Kepala tukang @R 44,000.00 0.0015 Oh Mandor @R 55,000.00

= Rp = Rp = Rp = = = =

Rp Rp Rp Rp

10,120.00 150.88 10,270.88 982.50 2,940.00 308.00 82.50

= Rp = Rp

4,313.00 14,583.88

10,750.00 = Rp 15,088.00 = Rp = Rp Sub total :

62,350.00 754.40 63,104.40


6. 1 m2 Pasang langit-langit akustik ( 30 x 60 ) cm Bahan An. SNI ( Revisi ) 6.6.1 5.800 Lbr Akustik ukuran 30 x 60 @ R 0.050 Kg Paku @R Upah An. SNI ( Revisi ) 6.6.2 0.060 Oh Pekerja 0.100 Oh Tukang kayu 0.010 Oh Kepala tukang 0.003 Oh Mandor

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

1,965.00 4,200.00 440.00 165.00 6,770.00 69,874.40

39,500.00 = Rp 15,088.00 = Rp = Rp Sub total :

59,250.00 754.40 60,004.40


7. 1 m2 Pasang langit-langit akustik ( 60 x 120 ) cm Bahan An. SNI ( Revisi ) 6.7.1 1.500 Lbr Akustik arm strong 60 x @ R 0.050 Kg Paku @R Upah An. SNI ( Revisi ) 6.7.2 0.060 Oh Pekerja 0.100 Oh Tukang kayu 0.010 Oh Kepala tukang 0.003 Oh Mandor

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


8. 1 m2 Pasang langit-langit plywood ( 30 x 60 ) cm, tebal 4 mm Bahan An. SNI ( Revisi ) 6.8.1 0.360 Lbr Plywood 4' x 8' x 4 mm @ R 65,780.00 0.030 Kg Paku @R 15,088.00 Sub total : Upah An. SNI ( Revisi ) 6.8.2 0.070 Oh Pekerja @R 32,750.00 0.100 Oh Tukang kayu @R 42,000.00 0.010 Oh Kepala tukang @R 44,000.00 0.0035 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

1,965.00 4,200.00 440.00 165.00 6,770.00 66,774.40

= Rp = Rp = Rp

23,680.80 452.64 24,133.44

= = = = = =

2,292.50 4,200.00 440.00 192.50 7,125.00 31,258.44

Rp Rp Rp Rp Rp Rp

Halaman : 67


9. 1 m2 Pasang langit-langit plywood ( 30 x 60 ) cm, tebal 4 mm Bahan An. SNI ( Revisi ) 6.9.1 0.360 Lbr Plywood 4' x 8' x 6 mm @ R 200,422.00 0.030 Kg Paku @R 15,088.00 Sub total : Upah An. SNI ( Revisi ) 6.9.2 0.070 Oh Pekerja @R 32,750.00 0.100 Oh Tukang kayu @R 42,000.00 0.010 Oh Kepala tukang @R 44,000.00 0.0035 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : 10. 1 m2 Pasang langit-langit plywood ( 60 x 120 ) cm, tebal 4 mm Bahan An. SNI ( Revisi ) 6.10.1 0.375 Lbr Plywood 4' x 8' x 4 mm @ R 200,422.00 0.030 Kg Paku @R 15,088.00 Sub total : Upah An. SNI ( Revisi ) 6.10.2 0.070 Oh Pekerja @R 32,750.00 0.100 Oh Tukang kayu @R 42,000.00 0.010 Oh Kepala tukang @R 44,000.00 0.0035 Oh Mandor @R 55,000.00

= Rp = Rp = Rp

72,151.92 452.64 72,604.56

= = = = = =

Rp Rp Rp Rp Rp Rp

2,292.50 4,200.00 440.00 192.50 7,125.00 79,729.56

= Rp = Rp = Rp

75,158.25 452.64 75,610.89

= = = =

Rp Rp Rp Rp

2,292.50 4,200.00 440.00 192.50


11 1 m2 Pasang langit-langit tripleks ( 60 x 120 ) cm, tebal 6 mm Bahan An. SNI ( Revisi ) 6.13.1 0.375 Lbr Teakwood 4' x 8' x 4 m @ R 89,700.00 0.030 Kg Paku @R 15,088.00 Sub total : Upah An. SNI ( Revisi ) 6.13.2 0.070 Oh Pekerja @R 32,750.00 0.100 Oh Tukang kayu @R 42,000.00 0.010 Oh Kepala tukang @R 44,000.00 0.0035 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

= Rp = Rp

7,125.00 82,735.89

= Rp = Rp = Rp

33,637.50 452.64 34,090.14

= = = = = =

Rp Rp Rp Rp Rp Rp

2,292.50 4,200.00 440.00 192.50 7,125.00 41,215.14

12 1 m2 Pasang langit-langit lat kayu jati Bahan An. SNI ( Revisi ) 6.14.1 0.024 m3 Kayu jati, papan 0.010 Kg Paku 0.050 Kg Paku sekrup

@R @R @R

17,940,000.00 9,779.60 15,985.00 Sub total :

= = = =

Rp Rp Rp Rp

430,560.00 97.80 799.25 431,457.05


@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

6,550.00 25,200.00 2,640.00 550.00 34,940.00 466,397.05


Halaman : 68


13 1 m2 Pasang langit-langit Lat kayu ramin Bahan An. SNI ( Revisi ) 6.15.1 0.024 m3 Kayu ramin 0.010 Kg Paku 0.050 Kg Paku sekrup Upah An. SNI ( Revisi ) 6.15.2 0.200 Oh Pekerja 0.600 Oh Tukang kayu 0.060 Oh Kepala tukang 0.010 Oh Mandor

@R @R @R

6,500,000.00 9,779.60 15,985.00 Sub total :

= = = =

Rp Rp Rp Rp

156,000.00 97.80 799.25 156,897.05

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

6,550.00 25,200.00 2,640.00 550.00 34,940.00 191,837.05

6,520,500.00 9,779.60 15,985.00 Sub total :

= = = =

Rp Rp Rp Rp

156,492.00 97.80 799.25 157,389.05

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

6,550.00 25,200.00 2,640.00 550.00 34,940.00 192,329.05

35,000.00 = Rp 216.20 = Rp Sub total : = Rp

12,250.00 2,162.00 14,412.00


14 1 m2 Pasang langit-langit lat kayu kamper Bahan An. SNI ( Revisi ) 6.16.1 0.024 m3 Kayu kamper, papan @R 0.010 Kg Paku @R 0.050 Kg Paku sekrup @R Upah An. SNI ( Revisi ) 6.16.2 0.200 Oh Pekerja 0.600 Oh Tukang kayu 0.060 Oh Kepala tukang 0.010 Oh Mandor


15 1 m2 Pasang langit-langit soft board Bahan An. SNI ( Revisi ) 6.17.1 0.350 Lbr Soft board 4' x 8' x 4mm @ R 10.000 Bh Paku @R Upah An. SNI ( Revisi ) 6.17.2 0.600 Oh Pekerja 0.100 Oh Tukang kayu 0.010 Oh Kepala tukang 0.003 Oh Mandor

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

= = = =

Rp Rp Rp Rp

19,650.00 4,200.00 440.00 165.00

= Rp = Rp


16 1 m2 Pasang langit-langit akustik 60 x 120 cm + rangka alluminium Bahan An. SNI ( Revisi ) 6.18.1 3.600 m' Profil alluminium T @R 12,500.00 0.150 Kg Kawat seng polos @R 13,965.60 1.000 Bh Ramset/dinabolt @R 750.00 1.5 00 Lbr Ak usti k arm stron g 60x1 @ R 39,500.00 Sub total : Upah An. SNI ( Revisi ) 6.18.2 0.150 Oh Pekerja @R 32,750.00 0.500 Oh Tukang kayu @R 42,000.00 0.050 Oh Kepala tukang @R 44,000.00 0.0075 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

= = = = =

Rp Rp Rp Rp Rp

45,000.00 2,094.84 750.00 59,250.00 107,094.84

= = = = = =

Rp Rp Rp Rp Rp Rp

4,912.50 21,000.00 2,200.00 412.50 28,525.00 135,619.84 Halaman : 69


17 1 m' Pasang list langit-langit kayu profil Bahan An. SNI ( Revisi ) 6.19.1 1.100 m' List kayu profil 0.010 Kg Paku

@R @R


@R @R @R @R

10,350.00 = Rp 9,779.60 = Rp = Rp Sub total : 32,750.00 42,000.00 44,000.00 55,000.00

18 1 m2 Pasang langit-langit gypsum board, tebal 9 mm Bahan An. SNI ( Revisi ) 6.24.1 0.364 Lbr Gypsum board ( 120x24 @ R 0.110 Kg Paku sekrup @R

1,637.50 2,100.00 220.00 165.00 4,122.50 15,605.30

115,000.00 = Rp 15,985.00 = Rp = Rp Sub total :

41,860.00 1,758.35 43,618.35


32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

11,385.00 97.80 11,482.80

Rp Rp Rp Rp Rp Rp



24,455.00 38,867.00

= = = = = =

Rp Rp Rp Rp Rp Rp

3,275.00 2,100.00 220.00 275.00 5,870.00 49,488.35

Halaman : 70


PEKERJAAN PENUTUP ATAP 1. 1 m2 Pasang atap genteng plenthong kecil (lokal) Bahan An. SNI ( Revisi ) 6.1.1 25.000 Bh Genteng plenthong @R Sub total :


@R @R @R @R

1,094.80 = Rp = Rp 32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

4,912.50 3,300.00 352.00 440.00 9,004.50 36,374.50

2,150.00 = Rp = Rp

53,750.00 53,750.00


2. 1 m2 Pasang atap genteng kodok/glazzur Bahan An. SNI ( Revisi ) 6.2.1 25.000 Bh Genteng kodok @R Sub total :


@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

4,912.50 3,300.00 352.00 440.00 9,004.50 62,754.50

= Rp = Rp

39,000.00 39,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

4,912.50 2,640.00 2,640.00 440.00 10,632.50 49,632.50

7,866.00 = Rp = Rp

94,392.00 94,392.00


3. 1 m2 Pasang atap genteng plenthong super/besar ex kanmuri Bahan An. SNI ( Revisi ) 6.3.1 12.000 Bh Genteng plenthong sup @ R 3,250.00 Sub total : Upah An. SNI ( Revisi ) 6.3.2 0.150 Oh Pekerja @R 32,750.00 0.060 Oh Tukang kayu @R 44,000.00 0.060 Oh Kepala tukang @R 44,000.00 0.008 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : 4

1 m2 Pasang atap genteng Glazur Kanmuri / KIA. Bahan An. SNI ( Revisi ) 6.3.1 12.000 Bh Genteng plenthong sup @ R Sub total :


@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

4,912.50 2,640.00 2,640.00 440.00 10,632.50 105,024.50

1 m2 Pasang atap genteng bambe / good year / Jatiwangi type Alto.Kw 1. Bahan An. SNI ( Revisi ) 6.3.1 21.000 Bh Genteng plenthong sup @ R 3,063.60 = Rp = Rp Sub total : Upah An. SNI ( Revisi ) 6.3.2 0.150 Oh Pekerja @R 32,750.00 = Rp

64,335.60 64,335.60


5

= = = = = =

= = = = = =

0.060 0.060 0.008

Oh Tukang kayu Oh Kepala tukang Oh Mandor

4,912.50 Halaman : 71


6

27,370.00 27,370.00

@R @R @R


2,640.00 2,640.00 440.00 10,632.50 74,968.10

1 m2 Pasang atap genteng model Kaang pilang .Kw 1. Bahan An. SNI ( Revisi ) 6.3.1 25.000 Bh Genteng model krg.pila @ R 1,812.40 = Rp = Rp Sub total :

45,310.00 45,310.00


@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

4,912.50 2,640.00 2,640.00 440.00 10,632.50 55,942.50

1,058.00 = Rp = Rp

26,450.00 26,450.00


7

1 m2 Pasang atap genteng Nglayur .Kw 1. Bahan An. SNI ( Revisi ) 6.3.1 25.000 Bh Genteng nglayur. @R Sub total :


@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

4,912.50 2,640.00 2,640.00 440.00 10,632.50 37,082.50

3,500.00 = Rp 829.84 = Rp 90,684.40 = Rp = Rp Sub total :

17,500.00 6,638.72 2,901.90 27,040.62


8

1 m' Pasang genteng bubung plenthong kecil Bahan An. SNI ( Revisi ) 6.4.1 5.000 Bh Genteng bubung plenth @ R 8.000 Kg Semen portland @R 0.032 m3 Pasir pasang @R Upah An. SNI ( Revisi ) 6.4.2 0.400 Oh Pekerja 0.200 Oh Tukang kayu 0.020 Oh Kepala tukang 0.002 Oh Mandor

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

1 m' Pasang genteng bubung kodok glazzur Bahan An. SNI ( Revisi ) 6.5.1 5.000 Bh Genteng bubung kodok @ R 8.000 Kg Semen portland @R 0.032 m3 Pasir pasang @R Upah An. SNI ( Revisi ) 6.5.2 0.400 Oh Pekerja 0.200 Oh Tukang kayu 0.020 Oh Kepala tukang 0.002 Oh Mandor

@R @R @R @R

= = = = = =

Rp Rp Rp Rp Rp Rp

13,100.00 8,800.00 880.00 110.00 22,890.00 49,930.62


35,000.00 6,638.72 2,901.90 44,540.62


9

= = = = = =

32,750.00 44,000.00 44,000.00 55,000.00


= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

Halaman : 72


10 1 m' Pasang genteng bubung plenthong besar Bahan An. SNI ( Revisi ) 6.6.1 4.000 Bh Genteng bubung plenth @ R 8.000 Kg Semen portland @R 0.032 m3 Pasir pasang @R Upah An. SNI ( Revisi ) 6.6.2 0.400 Oh Pekerja 0.200 Oh Tukang kayu 0.020 Oh Kepala tukang 0.002 Oh Mandor

13,100.00 8,800.00 880.00 110.00 22,890.00 67,430.62

@R @R @R @R

8,250.00 = Rp 829.84 = Rp 90,684.40 = Rp = Rp Sub total : 32,750.00 44,000.00 44,000.00 55,000.00


= = = = = =

Rp Rp Rp Rp Rp Rp

11 1 m2 Pasang genteng bubungan bambe / good year / Jatiwangi type Alto.Kw 1. Bahan An. SNI ( Revisi ) 6.4.1 5.000 Bh Genteng bubung good @ R 4,370.00 = Rp 8.000 Kg Semen portland @R 829.84 = Rp 0.032 m3 Pasir pasang @R 90,684.40 = Rp = Rp Sub total : Upah An. SNI ( Revisi ) 6.4.2 0.400 Oh Pekerja @R 32,750.00 = Rp 0.200 Oh Tukang kayu @R 44,000.00 = Rp 0.020 Oh Kepala tukang @R 44,000.00 = Rp

33,000.00 6,638.72 2,901.90 42,540.62 13,100.00 8,800.00 880.00 110.00 22,890.00 65,430.62

21,850.00 6,638.72 2,901.90 31,390.62 13,100.00 8,800.00 880.00

0.002 Oh Mandor


55,000.00 = Rp = Rp = Rp

12 1 m2 Pasang genteng bubungan Galazur ex Kanmuri / KIA. Bahan An. SNI ( Revisi ) 6.4.1 5.000 Bh Genteng bubung good y@ R 8,740.00 8.000 Kg Semen portland @R 829.84 0.032 m3 Pasir pasang @R 90,684.40 Sub total : Upah An. SNI ( Revisi ) 6.4.2 0.400 Oh Pekerja @R 32,750.00 0.200 Oh Tukang kayu @R 44,000.00 0.020 Oh Kepala tukang @R 44,000.00 0.002 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : 13 1 m2 Pasang atap genteng beton Bahan An. SNI ( Revisi ) 6.30.1 11.000 Bh Genteng beton 0.030 Kg Paku biasa 2" - 5"

@R @R


@R @R @R @R

= = = =

Rp Rp Rp Rp

43,700.00 6,638.72 2,901.90 53,240.62

= = = = = =

Rp Rp Rp Rp Rp Rp

13,100.00 8,800.00 880.00 110.00 22,890.00 76,130.62

5,032.40 = Rp 9,779.60 = Rp = Rp Sub total :

55,356.40 293.39 55,649.79

32,750.00 44,000.00 55,000.00 2,750.00


= = = = = =

Rp Rp Rp Rp Rp Rp

@R @R @R @R @R

7,500.00 9,779.60 829.84 90,684.40 6,900.00

= = = = = =

Rp Rp Rp Rp Rp Rp

26,250.00 488.98 8,962.27 2,901.90 1,725.00 40,328.15

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

13,100.00 8,800.00 880.00 1,100.00 23,880.00 64,208.15

29,090.40 = Rp 15,985.00 = Rp = Rp Sub total :

34,908.48 1,918.20 36,826.68

Sub total :



15 1 m2 Pasang atap asbes gelombang besar. Bahan An. SNI ( Revisi ) 6.8.1 1.200 M2 Asbes glmbg @R 0.120 Kg Paku pancing 60 x 230 @ R Upah An. SNI ( Revisi ) 6.8.2 0.140 Oh Pekerja 0.075 Oh Tukang kayu 0.008 Oh Kepala tukang 0.008 Oh Mandor

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

4,585.00 3,300.00 352.00 440.00 8,677.00 45,503.68

19,991.60 = Rp 15,985.00 = Rp = Rp Sub total :

23,989.92 1,918.20 25,908.12

32,750.00 = Rp 44,000.00 = Rp 44,000.00 = Rp

4,585.00 3,300.00 352.00


16 1 m2 Pasang atap asbes gelombang kecil. Bahan An. SNI ( Revisi ) 6.9.1 1.200 M2 Asbes glmbg @R 0.120 Kg Paku pancing 60 x 230 @ R Upah An. SNI ( Revisi ) 6.9.2 0.140 Oh Pekerja 0.075 Oh Tukang kayu 0.008 Oh Kepala tukang

6,550.00 4,400.00 550.00 27.50 11,527.50 67,177.29 Halaman : 73


14 1 m' Pasang nok genteng beton Bahan An. SNI ( Revisi ) 6.34.1 3.500 Bh Nok genteng beton 0.050 Kg Paku biasa 2" - 5" 10.800 Kg Semen abu-abu 0.032 m3 Pasir pasang 0.250 Kg Semen warna

110.00 22,890.00 54,280.62

@R @R @R

= = = = = =

0.008

Oh Mandor

@R

55,000.00 = Rp = Rp = Rp

440.00 8,677.00 34,585.12

63,093.60 = Rp 50.00 = Rp Sub total : = Rp

63,093.60 200.00 63,293.60


17 1 m1 Pasang BUBUNGAN asbes gelombang besar Bahan An. SNI ( Revisi ) 6.9.1 1.000 Bh Nok asbes gel.besa @ R 4.000 Bh skrup kayu/paku pa @ R Upah An. SNI ( Revisi ) 6.9.2 0 Oh Pekerja 0 Oh Tukang kayu 0 Oh Kepala tukang 0 Oh Mandor

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00


= = = = = =

Rp Rp Rp Rp Rp Rp

Halaman : 74


18 1 m1 Pasang BUBUNGAN asbes gelombang kecil.. Bahan An. SNI ( Revisi ) 6.9.1 1.000 Bh Nok asbes gel.besa @ R 4.000 Bh skrup kayu/paku pa @ R Upah An. SNI ( Revisi ) 6.9.2 0 Oh Pekerja 0 Oh Tukang kayu 0 Oh Kepala tukang 0 Oh Mandor

163.75 4,840.00 88.00 825.00 5,916.75 69,210.35

@R @R @R @R

48,438.00 = Rp 50.00 = Rp Sub total : = Rp 32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

163.75 4,840.00 88.00 825.00 5,916.75 54,554.75

= Rp = Rp = Rp

141,416.88 1,200.00 142,616.88

= Rp = Rp = Rp Rp = Rp = Rp

687.75 484.00 220.00 2,650.00 4,041.75 146,658.63

= Rp = Rp = Rp

81,926.00 1,200.00 83,126.00

= Rp = Rp = Rp Rp = Rp = Rp

687.75 484.00 220.00 2,650.00 4,041.75 87,167.75

100,000.00 Rp 300.00 = Rp Sub total : = Rp

115,000.00 1,200.00 116,200.00

32,750.00 = Rp 44,000.00 = Rp 55,000.00 = Rp 2,750.00 Rp Sub total : = Rp

687.75 484.00 220.00 2,750.00 4,141.75


19 1 m2 Pasang atap seng Galvalum type DJLS 45 Warna Bahan An. SNI 1 M2 1 M! SENG GALVALU 103,224.00 ( Lebar efektif 73 Cm.) @ R 4.000 Bh Paku rifet @R 300.00 Sub total : Upah An. SNI @R 32,750.00 0 Oh Pekerja @R 44,000.00 0 Oh Tukang kayu @R 55,000.00 0 Oh Mandor 2,650.00 1 Ls Biaya mekanik/peralat @ R Sub total : Total upah+bahan : 20 1 m2 Pasang atap seng Galvalum type DJLS 45 Warna Bahan An. SNI 1 M2 1 M! SENG GALVALU 59,800.00 ( Lebar efektif 73 Cm.) @ R 4.000 Bh Paku rifet @R 300.00 Sub total : Upah An. SNI @R 32,750.00 0 Oh Pekerja @R 44,000.00 0 Oh Tukang kayu @R 55,000.00 0 Oh Mandor 2,650.00 1 Ls Bia a mekanik/ eralat @ R Sub total : Total upah+bahan : 21 1 m2 Pasang atap POLYCARBONAT. Bahan An. SNI 1 m2 Pol carbonat warna. @ R 4.000 Bh Paku rifet @R

= = = = = =

48,438.00 200.00 48,638.00

Upah An. SNI

0 0 0 1

Oh Oh Oh Ls

Pekerja Tukang PASANG Mandor

@R @R @R Biaya mekanik/peralat @ R

To T otal upah+bahan :

= Rp

Halaman : 75


22 1 m2 m2 Pa Pasa sang ng at atap ap si sira rap p Bahan An. Bahan An. SNI ( Revisi ) 6.33.1 60.000 Bh Genteng sirap 0.200 Kg Paku biasa 1/2" - 1" Upah An. SNI ( Revisi ) 6.33.2 0.166 Oh Pekerja 0.250 Oh T Tu ukang kayu 0.025 Oh Ke Kepala tukang 0.008 Oh Mandor

@R @R

@R @R @R @R

0.00 = Rp 9,779.60 = Rp Sub total : = Rp 32,750.00 44,000.00 44,000.00 55,000.00

23 1 m' m' Pa Pasa sang ng nok si sira rap p Bahan An. Bahan An. SNI ( Revisi ) 6.37.1 0.400 Lbr Se S eng plat 3" x 6" bjls 28 @ R 0.060 Kg Pa P aku biasa 1/2" - 1" @R 0.050 Kg Pa Paku biasa 2" - 5" @R 0.00 0.004 4 m3 Kay Kayu bor borne neo, o, pa papa pan n teb teb @ R

@R @R @R @R


5,436.50 11,000.00 1,100.00 440.00 17,976.50 19,932.42

78,660.00 9,779.60 9,779.60 3,946,800.00 Sub total :

= = = = =


31,464.00 586.78 488.98 15,787.20 48,326.96

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =


4,093.75 11,000.00 1,100.00 330.00 16,523.75 64,850.71

78,660.00 = Rp 9,779.60 = Rp Rp Sub total : = Rp

55,062.00 195.59 55,257.59

Sub total : To T otal upah+bahan :

24 1 m2 Pas Pasang ang atap atap seng seng gel gelomba ombang ng BJLS BJLS 28 28 Bahan An. Bahan An. SNI ( Revisi ) 6.38.1 0.700 Lbr Se S eng glmbg 3" x 6" bjls @ R 0.020 Kg Pa P aku biasa 1/2" - 1" @R Upah An. SNI ( Revisi ) 6.38.2 0.120 Oh Pekerja 0.060 Oh Tukang kayu 0.006 Oh Kepala tukang 0.006 Oh Mandor

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00


3,930.00 2,640.00 264.00 330.00 7,164.00 62,421.59

78,660.00 = Rp 9,779.60 = Rp Rp Sub total : = Rp

23,598.00 391.18 23,989.18


25 1 m2 Pas Pasang ang atap nok sen seng g BJL BJLS S 28 Bahan An. Bahan An. SNI ( Revisi ) 6.39.1 0.300 Lbr Se S eng plat 3" x 6" bjls 28 @ R 0.040 Kg Pa P aku biasa 1/2" - 1" @R Upah An. SNI ( Revisi ) 6.39.2 0.150 Oh Pekerja 0.070 Oh Tukang kayu 0.008 Oh Kepala tukang 0.006 Oh Mandor

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00


= = = = = =

= = = = = =


4,912.50 3,080.00 352.00 330.00 8,674.50 32,663.68 Halaman : 76


26 1 m2 Pas Pasang ang atap atap seng seng gel gelomba ombang ng BJLS BJLS 30 30 Bahan An. Bahan An. SNI ( Revisi ) 6.38.1 0.700 Lbr Se S eng glmbg 3" x 6" bjls @ R 0.020 Kg Paku biasa 1/2" - 1" @R Upah An. SNI ( Revisi ) 6.38.2 0.120 Oh Pekerja 0.060 Oh Tukang kayu 0.006 Oh Kepala tukang 0.006 Oh Mandor

0.00 1,955.92 1,955.92

= = = = = =


Upah An. SNI ( Revisi ) 6.37.2 0.125 Oh Pekerja 0.250 Oh T Tu ukang kayu 0.025 Oh Ke Kepala tukang 0.006 Oh Mandor

120,341.75

@R @R @R @R

64,400.00 = Rp 78,660.00 = Rp Sub total : = Rp 32,750.00 44,000.00 44,000.00 55,000.00

= = = =

Rp Rp Rp Rp Rp Rp

45,080.00 1,573.20 46,653.20 3,930.00 2,640.00 264.00 330.00

= Rp = Rp

7,164.00 53,817.20

64, 400. 00 = R p 78,660.00 = Rp Sub total : = Rp

19,320.00 3,146.40 22,466.40


27 1 m2 Pas Pasang ang ata atap p nok sen seng g BJL BJLS S 30 Bahan An. Bahan An. SNI ( Revisi ) 6.39.1 0.300 Lbr Seng plat 3" x 6" bjls 28 @ R 0.040 Kg Paku biasa 1/2" - 1" @R Upah An. SNI ( Revisi ) 6.39.2 0.150 Oh Pekerja 0.070 Oh Tukang kayu 0.008 Oh Kepala tukang 0.006 Oh Mandor

@R @R @R @R

32,750.00 44,000.00 44, 000. 00 55, 000. 00



= = = = = =


4,912.50 3,080.00 352. 00 330. 00 8,674.50 31,140.90

Halaman : 77

2

5

7

3

19

4

10 #

3

12

PEKERJAAN BESI & ALUMINIUM 1. 1 Kg Kg Pas Pasang ang ran rangka gka ata atap p baja baja Bahan An. SNI ( Revisi ) 6.1.1 1.100 Kg Be Besi profil W F 0.080 Kg Meni besi

@R @R Sub total :

Upah An. SNI ( Revisi ) 6.1.2 1 0.006 Oh O h Pekerja 6 0.060 Oh Tukang besi 1 0.006 Oh Kepala tukang 0 0.0003 Oh Oh Mandor

@R @R @R @R

10,530.00 = Rp 12,420.00 = Rp Rp = Rp

11,583.00 993.60 12,576.60

32,750.00 42,000.00 44,000.00 55,000.00


196.50 2,520.00 264.00 16 . 50 2,997.00 15,573.60

275,000.00 = Rp = Rp

275,000.00 275,000.00


2. 1 m2 m2 Pas Pasang ang pin pintu tu bes besii baja baja Bahan An. SNI ( Revisi ) 6.2.1 1.000 m2 Pi Pintu besi baja

@R Sub total :

Upah An. SNI ( Revisi ) 6.2.2 0.650 Oh Tukang besi 0.650 Oh Pekerja 0.065 Oh Kepala tukang 0.032 Oh Mandor

@R @R @R @R

42,000.00 32,750.00 44,000.00 55,000.00


27,300.00 21,287.50 2,860.00 1,760.00 53,207.50 328,207.50

265,000.00 = Rp = Rp

265,000.00 265,000.00


3. 1 m2 Pas Pasang ang jend jendela ela bes besii Bahan An. SNI ( Revisi ) 6.3.1 1.000 m2 Je Jendela besi

@R Sub total :

Upah An. SNI ( Revisi ) 6.3.2 1.050 Oh Tukang besi 1.050 Oh Pekerja 0.105 Oh Kepala tukang ###### Oh Oh Mandor

@R @R @R @R

42,000.00 32,750.00 44,000.00 55,000.00

1 m2 Pa Pasa sang ng te tera raliS liS be besi si Bahan An. SNI ( Revisi ) 6.12.1 11.500 m' Be B esi strip 2 x 3

@R Sub total :

Upah An. SNI ( Revisi ) 6.12.2 1.200 Oh Tukang las 1.200 Oh Pekerja 0.012 Oh Kepala tukang 0.0006 Oh Oh Mandor

@R @R @R @R

44,100.00 34,387.50 4,620.00 288.75 83,396.25 348,396.25

16,750.00 = Rp = Rp

192,625.00 192,625.00

42,000.00 32,750.00 44,000.00 55,000.00


50,400.00 39,300.00 528.00 33 . 00 90,261.00 282,886.00

19,044.00 = Rp 9,779.60 = Rp 3,499,526.36 = Rp

20,948.40 195.59 6,299.15


5

1 m2 Pa Pasa sang ng kaw kawat at ha harmo rmoni nika ka Bahan An. SNI ( Revisi ) 6.13.1 1.100 m2 Ka Kawat harmonika 0.020 Kg Pa Paku biasa 1/2" - 1" 0.0018 m3 Ka Kayu kamper, reng

@R @R @R

= = = = = =



4

= = = = = =

= = = = = =

= = = = = =

Halaman : 78


Sub total :

Upah An. SNI ( Revisi ) 6.13.2 0.100 Oh Pekerja 0.100 Oh Tukang kayu 0.010 Oh Kepala tukang 0.0005 Oh Oh Mandor

@R @R @R @R Sub total : To T otal upah+bahan :

6

1 m2 Pa Pasa sang ng kaw kawat at ny nyam amuk uk Bahan An. SNI ( Revisi ) 6.14.1

32,750.00 44,000.00 44,000.00 55,000.00

= Rp

27,443.14

= = = = = =

3,275.00 4,400.00 440.00 27 . 50 8,142.50 35,585.64


1.100 m2 Kawat nyamuk 0.020 Kg Paku biasa 1/2" - 1" 0.0018 m3 Kayu kamper, reng Upah An. SNI ( Revisi ) 6.14.2 0.100 Oh Pekerja 0.100 Oh Tukang kayu 0.010 Oh Kepala tukang 0.0005 Oh Mandor

@R @R @R

17,181.00 = Rp 9,779.60 = Rp 3,499,526.36 = Rp = Rp Sub total :

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

3,275.00 4,400.00 440.00 27.50 8,142.50 33,536.34

15,675.00 = Rp 9,779.60 = Rp 3,499,526.36 = Rp = Rp Sub total :

17,242.50 195.59 6,299.15 23,737.24


7

1 m2 Pasang kawat kassa / kawat burung. Bahan An. SNI ( Revisi ) 6.15.1 1.100 m2 Kawat kassa 0.020 Kg Paku biasa 1/2" - 1" 0.0018 m3 Kayu kamper, reng Upah An. SNI ( Revisi ) 6.15.2 0.100 Oh Pekerja 0.100 Oh Tukang kayu 0.010 Oh Kepala tukang 0.0005 Oh Mandor

@R @R @R

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00


8

= = = = = =

Rp Rp Rp Rp Rp Rp

3,275.00 4,400.00 440.00 27.50 8,142.50 31,879.74

1 m2 Pasang pagar kawat dari besi siku tinggi 1,5 m dan panjang 3m tidak termasuk pondasi setempat. Bahan @R 15,686.00 = Rp 181,957.60 12 m1 m' besi L 40 . 40 . 5 @R 6,808.00 = Rp 231,472.00 34 m1 m'kawat duri = Rp 413,429.60 Sub total : Upah Pekerjaan mengelas diperhitungkan. Ongkos kerja diperhitungkan

Rp = Rp = Rp = Rp


Harga per M2 pagar kawat := 9

= = = = = =

18,899.10 195.59 6,299.15 25,393.84

254,457.60

1 m2 Pasang pagar besi tralis dengan besi beton diameter 16 mm. Bahan 11 m1 btg.besi beton panjang @ R Plat pengikat diperhitungkan Baja Cor / mainan diperhitungkan Sub total :

:

5

10,350.00 = Rp Rp = Rp

Upah Pekerjaan mengelas diperhitungkan. Ongkos kerja diperhitungkan Sub total : Total upah+bahan :

@R Sub total :

Upah Biaya pasang / Upah diperhitungkan. Sub total : Total upah+bahan :

12 1 m2 Pintu Rolling bahan dari plat besi / steel. Bahan @R 1 M2 Pintu dari aluminium Sub total :

Upah Biaya pasang / Upah diperhitungkan. Sub total : Total upah+bahan :

13 1 m2 Pintu Besi B.R.C. Bahan 1 M2 pagar besi BRC.

@R Sub total :

Upah Biaya pasang / Upah diperhitungkan.

56,546.13

113,850.00 70,000.00 95,000.00 278,850.00 Halaman : 79


11 1 m2 Pintu Rolling bahan dari Aluminium. Bahan 1 M2 Pintu dari aluminium

27,500.00 45,000.00 72,500.00 254,457.60

Rp = Rp = Rp = Rp

85,000.00 65,000.00 65,000.00 343,850.00

255,000.00 = Rp = Rp Rp = Rp = Rp

293,250.00 293,250.00 52,500.00 52,500.00 345,750.00

240,488.00 = Rp = Rp Rp = Rp = Rp

276,561.20 276,561.20 25,000.00 25,000.00 301,561.20

240,488.00 = Rp = Rp = Rp

264,536.80 264,536.80 60,000.00

Biaya transfotasi (relatif) jarak jauh dekatnya.

= Rp = Rp = Rp

5,000.00 65,000.00 329,536.80

240,488.00 = Rp = Rp = Rp

264,536.80 45,000.00 309,536.80 60,000.00

= Rp = Rp = Rp

5,000.00 65,000.00 374,536.80


14 1 m2 Pagar Besi B.R.C. Bahan

@R 1 M2 pagar besi BRC. 1 M2 Rangka besi besi pintu diameter 2 incs. Sub total : Upah Biaya pasang / Upah diperhitungkan. Biaya transfotasi (relatif) jarak jauh dekatnya. Sub total : Total upah+bahan :

Halaman : 80


PEKERJAAN KUSEN ALUMINIUM. 15 1 M' Pasang kusen aluminium 3" putih. (Silver) Bahan An. SNI ( Revisi ) 6.12.1 1 M1 Aluminium putih 3". @R Sub total :

Upah

0.104 0.104 0.001 0.0001

Oh Oh Oh Oh

Pekerja Tukang besi Kepala tukang besi Mandor

@R @R @R @R

44,640.00 = Rp = Rp

49,104.00 49,104.00

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

3,406.00 4,368.00 44.00 2.75 7,820.75 56,924.75

55,680.00 = Rp = Rp

61,248.00 61,248.00

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

3,406.00 4,368.00 44.00 2.75 7,820.75 69,068.75

47,040.00 = Rp = Rp

51,744.00 51,744.00

32,750.00 42,000.00 44,000.00 55,000.00

3,406.00 4,368.00 44.00 2.75 7,820.75 59,564.75


16 1 M' Pasang kusen aluminium 4" putih. (Silver) Bahan An. SNI ( Revisi ) 6.12.1 @R 1 M1 Aluminium putih 4". Sub total :

Upah

0.104 0.104 0.001 0.0001

Oh Oh Oh Oh



17 1 M' Pasang kusen aluminium 3" coklat. (Brown) Bahan An. SNI ( Revisi ) 6.12.1 1 M1 Aluminium coklat/ brow @ R Sub total :

Upah

0.104 0.104 0.001 0.0001

Oh Oh Oh Oh



= = = = = =

= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

18 1 M' Pasang kusen aluminium 4" coklat. (Brown) Bahan An. SNI ( Revisi ) 6.12.1 1 M1 Aluminium coklat/ brow @ R Sub total :

Upah

0.104 Oh Pekerja 0.104 Oh Tukang besi 0.001 Oh Kepala tukang besi 0.0001 Oh Mandor

@R @R @R @R

59,040.00 = Rp = Rp

64,944.00 64,944.00

32,750.00 42,000.00 44,000.00 55,000.00

3,406.00 4,368.00 44.00 2.75 7,820.75 72,764.75


= = = = = =

Rp Rp Rp Rp Rp Rp

Halaman : 81


19 1 Bh. Pasang pintu aluminium 2,75" putih ( Silver) UKURAN 0.80 X 2.00 Mtr. ( pintu isian kaca bening 5mm dan multipleks 9 mm). Bahan An. SNI ( Revisi ) 6.9.1 44,640.00 = 6 M1 Slimar Aluminium putih @ R 2,400.00 15 M1 Karet penjepit kaca/ trip @ R @R 15,410.00 1 set Engsel. @R 58,420.00 1 Bh Kunci @R 56,396.00 1 M2 Kaca bening 5 m m @R 119,600.00 1 M2 Multiplek s 9 mm @R 7,500.00 1 Ls Paku Skrup = Sub total : koefisen tenaga ditambah 35 % dari anlisa untuk 1 M2 pembuatan pintu aluminium. Upah 1.418 Oh Pekerja @R 32,750.00 = 1.418 Oh Tukang besi @R 44,000.00 = 0.142 Oh Kepala tukang besi @R 44,000.00 = 0.0070 Oh Mandor @R 55,000.00 = = Sub total : Total upah+bahan : =


279,000.00 36,000.00 15,410.00 58,420.00 36,093.44 148,304.00 7,500.00 580,727.44

Rp Rp Rp Rp Rp Rp

46,423.13 62,370.00 6,237.00 386.10 115,416.23 696,143.67

20 1 Bh. Pasang pintu aluminium 2,75" coklat ( Brown) UKURAN 0.80 X 2.00 Mtr. ( pintu isian kaca bening 5mm dan multipleks 9 mm). Bahan An. SNI ( Revisi ) 6.9.1 47,040.00 = Rp 6 M1 Slimar Aluminium cokla @ R 2,400.00 Rp 15 M1 Karet penjepit kaca/ trip @ R @R 13,800.00 Rp 1 set Engsel. @R 58,420.00 Rp 1 Bh Kunci @R 56,396.00 Rp 1 M2 Kaca bening 5 m m @R 119,600.00 Rp 1 M2 Multiplek s 9 mm @R 7,500.00 Rp 1 Ls Paku Skrup = Rp Sub total :

294,000.00 36,000.00 13,800.00 58,420.00 36,093.44 148,304.00 7,500.00 594,117.44

k o e f i s e n t e n a g a d i t am b a h 3 0 % d a r i a n l i s a u n t u k 1 M 2 p e m b u a t a n p i n t u a l u m i n i u m k a r e n a p i n t u i n i u k u r a n 8 0 x 2 0 0 Cm . d a n a d a a m b a n g t e n g a h .

Upah

1.418 1.418 0.142 0.0070

Oh Oh Oh Oh


@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

46,423.13 62,370.00 6,237.00 386.10 115,416.23 709,533.67

21 1M2 Pasang daun jendela aluminium 2" putih ( Silver) UKURAN 1.00 X 1.00 Mtr. ( Jendela isian kaca 5mm). Bahan An. SNI ( Revisi ) 6.3.1 44,640.00 = Rp 5 M1 Slimar Aluminium putih @ R 9 M1 Karet penjepit kaca/ trip @ R 2,400.00 Rp @R 7,562.40 Rp 1 set Engsel jendela. @R 11,500.00 Rp 1 Bh Hak window . @R 56,396.00 Rp 1 M2 Kaca bening 5 m m Sub total : = Rp

214,272.00 20,400.00 7,562.40 11,500.00 50,897.39 304,631.79


Upah

1.050 1.050 0.105 0.0052

Oh Oh Oh Oh


@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

= = = =

Rp Rp Rp Rp

34,387.50 46,200.00 4,620.00 286.00


= Rp = Rp

Halaman : 82


22 1Bh Pasang daun jendela aluminium 2" putih ( Silver) UKURAN 0.50 X 0.60 Mtr. ( Jendela isian kaca 5mm). Bahan An. SNI ( Revisi ) 6.3.1 2 M1 Slimar Aluminium putih @ R 44,640.00 = Rp 2,400.00 Rp 4 M1 Karet penjepit kaca/ tripl@ R @R 7,562.40 Rp 1 set Engsel jendela. @R 11,500.00 Rp 1 Bh Hak window . @R 56,396.00 Rp 0 M2 Ka ca be nin g 5 mm Sub total : = Rp Upah

1.050 1.050 0.105 0.0052

Oh Oh Oh Oh


85,493.50 390,125.29

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

34,387.50 46,200.00 4,620.00 286.00 85,493.50 230,242.70

23 1Bh Pasang daun jendela aluminium 2" putih ( Silver) UKURAN 0.50 X 0.50 Mtr. ( Jendela isian kaca 5mm). Bahan An. SNI ( Revisi ) 6.3.1 44,640.00 = Rp 2 M1 Slimar Aluminium putih @ R 2,400.00 Rp 4 M1 Karet penjepit kaca/ tripl@ R @R 7,562.40 Rp 1 set Engsel jendela. @R 11,500.00 Rp 1 Bh Hak window . @R 56,396.00 Rp 0 M2 Ka ca be nin g 5 mm Sub total : = Rp

89,280.00 9,600.00 7,562.40 11,500.00 14,099.00 132,041.40


Upah

1.050 1.050 0.105 0.0052

Oh Oh Oh Oh


@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

98,208.00 10,560.00 7,562.40 11,500.00 16,918.80 144,749.20

Rp Rp Rp Rp Rp Rp

34,387.50 46,200.00 4,620.00 286.00 85,493.50 217,534.90

24 1M2 Pasang daun jendela aluminium 2" coklat (Brown) UKURAN 1.00 X 1.00 Mtr. ( Jendela isian kaca 5mm). Bahan An. SNI ( Revisi ) 6.3.1 47,040.00 = Rp 5 M1 Slimar Aluminium coklat@ R 2,400.00 Rp 9 M1 Karet penjepit kaca/ tripl@ R @R 7,562.40 Rp 1 set Engsel jendela. @R 11,500.00 Rp 1 Bh Hak window . @R 56,396.00 Rp 1 M2 Ka ca be nin g 5 mm Sub total : = Rp

225,792.00 20,400.00 7,562.40 11,500.00 50,897.39 316,151.79


Upah

1.050 1.050 0.105 0.0052

Oh Oh Oh Oh



32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

Halaman : 83


25 1Bh Pasang daun jendela aluminium 2" coklat (Brown) UKURAN 50 X 60 Cm. ( Jendela isian kaca 5mm). Bahan An. SNI ( Revisi ) 6.3.1 47,040.00 = Rp 2 M1 Slimar Aluminium coklat@ R 2,400.00 Rp 4 M1 Karet penjepit kaca/ tripl@ R @R 7,562.40 Rp 1 set Engsel jendela. @R 11,500.00 Rp 1 Bh Hak window . @R 56,396.00 Rp 0 M2 Ka ca be nin g 5 mm Sub total : = Rp Upah

1.050 Oh Pekerja

34,387.50 44,100.00 4,620.00 286.00 83,393.50 399,545.29

@R

32,750.00 = Rp

103,488.00 10,560.00 7,562.40 11,500.00 16,918.80 150,029.20 34,387.50

1.050 Oh Tukang besi 0.105 Oh Kepala tukang besi 0.0052 Oh Mandor

@R @R @R

42,000.00 = 42,000.00 = 55,000.00 = = =

Rp Rp Rp Rp Rp

44,100.00 4,410.00 286.00 83,183.50 233,212.70

26 1Bh. Pasang daun jendela aluminium 2" coklat (Brown) UKURAN 50 X 50 Cm. ( Jendela isian kaca 5mm). Bahan An. SNI ( Revisi ) 6.3.1 2 M1 Slimar Aluminium coklat @ R 47,040.00 = 2,400.00 4 M1 Karet penjepit kaca/ tripl@ R @R 7,562.40 1 set Engsel jendela. @R 11,500.00 1 Bh Hak window . @R 56,396.00 0 M2 Ka ca be nin g 5 mm Sub total : =

Rp Rp Rp Rp Rp Rp

94,080.00 9,600.00 7,562.40 11,500.00 14,099.00 136,841.40

Rp Rp Rp Rp Rp Rp

34,387.50 44,100.00 4,410.00 286.00 83,183.50 220,024.90


Upah

1.050 Oh 1.050 Oh 0.105 Oh 0.0052 Oh


@R @R @R @R

32,750.00 42,000.00 42,000.00 55,000.00


= = = = = =

Halaman : 84


EKERJAAN TALANG SENG ; KARET & PVC. 19 1 m' Pasang talang datar, seng bjls 28 Bahan An. SNI ( Revisi ) 6.18.1 0.500 Lbr Seng plat 3' x 6' bjls 28 @ R 0.015 Kg Paku biasa 1/2" - 1" @R 0.0096 m3 Kayu borneo, papan @R Upah An. SNI ( Revisi ) 6.18.2 0.150 Oh Pekerja 0.400 Oh Tukang kayu 0.025 Oh Kepala tukang ###### Oh Mandor

8,602.00 = Rp 10,478.80 = Rp 3,818,000.00 = Rp Sub total : = Rp

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00


20 Analog - talang karet per m' + papan= 70 % talang seng 21 1 m' Pasang talang miring / jurai seng bjls 28 Bahan An. SNI ( Revisi ) 6.19.1 0.500 Lbr Seng plat 3' x 6' bjls 28 @ R 0.015 Kg Paku biasa 1/2" - 1" @R 0.019 m3 Kayu borneo, papan @R

= = = = = =

Rp Rp Rp Rp Rp Rp

= Rp :

78,660.00 = Rp 32,750.00 = Rp 3,818,000.00 = Rp Sub total : = Rp

4,301.00 157.18 36,652.80 41,110.98 4,912.50 16,800.00 1,100.00 68.75 22,881.25 63,992.23

44,794.56

39,330.00 491.25 72,542.00 112,363.25

Upah An. SNI ( Revisi ) 6.19.2 0.040 Oh Pekerja 0.400 Oh Tukang kayu 0.025 Oh Kepala tukang ###### Oh Mandor

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

1,310.00 16,800.00 1,100.00 68.75 19,278.75 131,642.00

78,660.00 = Rp 32,750.00 = Rp 6,500.00 = Rp = Rp

23,598.00 3,275.00 3,250.00 30,123.00

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

4,912.50 10,500.00 1,100.00 68.75 16,581.25 46,704.25

77,740.00 6,500.00 3,750.00 2,750.00

= = = = =

Rp Rp Rp Rp Rp Rp = Rp

19,435.00 3,250.00 1,312.50 2,062.50 26,060.00 4,500.00 30,560.00


22 1 m' Pasang talang 1/2 lingkaran ø 10 cm, seng bjls 28 Bahan An. SNI ( Revisi ) 6.20.1 0.300 Lbr Seng plat 3' x 6' bjls 28 @ R 0.100 Kg Paku biasa 1/2" - 1" @R 0.500 Kg Besi strip @R Sub total :



13 1 m' Pasang talang dari PVC diameter 3". Bahan 0 Ljr lonjor PVC diameter 3" 1 Bh Knie 3" 0 Bh tube lem pvc 1 Bh buah klem + 2 paku bet

@R @R @R @R Sub total :

Upah

LUMSUM Total upah+bahan :

= = = = = =

Halaman : 85


14 1 m' Pasang talang dari PVC diameter 4". Bahan 0 Ljr lonjor PVC diameter 3" 1 Bh Knie 3" 0 Bh tube lem pvc 1 Bh buah klem + 2 paku bet

@R @R @R @R

Rp Rp Rp Rp Rp Rp = Rp

19,435.00 3,250.00 1,312.50 2,062.50 26,060.00 4,500.00 30,560.00

7,500.00 = Rp = Rp

375.00 375.00

77,740.00 6,500.00 3,750.00 2,750.00 Sub total :

Upah

LUMSUM Total upah+bahan :

= = = = =

PEKERJAAN PENGECATAN Pemersihan Cat 1. 1 m2 Mengikis/mengerok permukaan cat tembok lama Bahan An. SNI ( Revisi ) 6.1.1 0.050 Kg Soda api @R Sub total :

Upah An. SNI ( Revisi ) 6.1.2 0.150 Oh Pekerja 0 Oh Tukang cat 0 Oh Kepala tukang 0.0025 Oh Mandor

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

4,912.50 0.00 0.00 137.50 5,050.00 5,425.00

3,750.00 = Rp = Rp

187.50 187.50


2. 1 m2 Mencuci bidang permukaan tembok yang pernah dicat Bahan An. SNI ( Revisi ) 6.2.1 0.050 Kg S a b u n @R Sub total : Upah An. SNI ( Revisi ) 6.2.2 0.150 Oh Pekerja @R 0 Oh Tukang cat @R 0 Oh Kepala tukang @R 0.0025 Oh Mandor @R Sub total : Total upah+bahan : 3. 1 m2 Mengerok karat cat lama permukaan baja dengan cara manual Bahan An. SNI ( Revisi ) 6.3.1

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

4,912.50 0.00 0.00 137.50 5,050.00 5,237.50

0.050

Kg S a b u n

@R Sub total :

Upah An. SNI ( Revisi ) 6.3.2 0.150 Oh Pekerja 0 Oh Tukang cat 0 Oh Kepala tukang 0.0025 Oh Mandor

@R @R @R @R

3,750.00 = Rp = Rp 32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

4,912.50 0.00 0.00 137.50 5,050.00 5,237.50

3,750.00 = Rp = Rp

187.50 187.50


4. 1 m2 Menyabun permukaan tembok lama Bahan An. SNI ( Revisi ) 6.4.1 0.050 Kg S a b u n

@R Sub total :

Upah An. SNI ( Revisi ) 6.4.2 0.150 Oh Pekerja

@R

= = = = = =

32,750.00 = Rp

@R @R @R Sub total : Total upah+bahan :

44,000.00 = Rp 44,000.00 = Rp 55,000.00 = Rp = Rp = Rp

5. 1 m2 Mengerok karat atau cat lama permukaan baja dengan pancar pasir ( sanblasting ) dengan tingkat kebersihan Sa 2.5% Bahan UNTUK 10 m2 'An. SNI ( Revisi ) 6.5.1 40.000 Kg Pasir silika @R 25.00 = Rp 10.000 Ltr B B M @R 3,250.00 = Rp = Rp Sub total : Alat An. SNI ( Revisi ) 6.5.2 PER 10 M2. Sewa / hari Kompressor, blasting po@ R 250,000.00 = Rp selang dan nozle Sub total : = Rp Upah An. SNI ( Revisi ) 6.5.3 1.600 Oh Pekerja @R 32,750.00 = Rp 1.600 Oh Tukang cat @R 44,000.00 = Rp 0.800 Oh Kepala tukang @R 44,000.00 = Rp 0.500 Oh Mandor @R 55,000.00 = Rp = Rp Sub total : Untuk 10 M2 Total upah+bahan : = Rp Untuk 1 M2 6. 1 m2 Mendempul dan menggosok kayu Bahan An. SNI ( Revisi ) 6.6.1 Per 10M2 0.080 Kg Dempul jati 0.020 Lt Minyak cat 0.010 Kg Batu apung

@R @R @R Sub total :

Upah An. SNI ( Revisi ) 6.6.2 0.040 Oh Pekerja 0.040 Oh Tukang cat 0.004 Oh Kepala tukang 0.0025 Oh Mandor .

4,912.50 Halaman : 86


0 Oh Tukang cat 0 Oh Kepala tukang 0.0025 Oh Mandor

187.50 187.50

@R @R @R @R

0.00 0.00 137.50 5,050.00 5,237.50

1,000.00 32,500.00 33,500.00 250,000.00 250,000.00 52,400.00 70,400.00 35,200.00 27,500.00 185,500.00 435,500.00

= Rp

43,550.00

19,200.40 = Rp 5,888.00 = Rp 2,500.00 = Rp = Rp

1,536.03 117.76 25.00 1,678.79

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

1,310.00 1,760.00 176.00 137.50 3,383.50 5,062.29

10,351.84 = Rp 32,117.20 = Rp 46,432.40 = Rp = Rp

1,552.78 5,459.92 7,893.51 14,906.21


= = = = = =

Cat KAYU 7. 1 m2 Pengecatan bidang kayu lama Bahan An. SNI ( Revisi ) 6.7.1 0.150 Kg Plamir 0.170 Kg Cat dasar 0.170 Kg Cat penutup


Upah An. SNI ( Revisi ) 6.7.2 0.070 Oh Pekerja 0.075 Oh Tukang cat 0.0075 Oh Kepala tukang 0.0025 Oh Mandor

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

= = = =

Rp Rp Rp Rp

2,292.50 3,300.00 330.00 137.50

.

= Rp = Rp


6,060.00 20,966.21 Halaman : 87


8. 1 m2 Pengecatan bidang kayu baru ( 1x plamir , 1x cat dasar, 2x cat penutup ) Bahan An. SNI ( Revisi ) 6.8.1 0.200 Kg Cat meni @R 12,420.00 0.150 Kg Plamir @R 10,351.84 0.170 Kg Cat dasar @R 32,117.20 0.260 Kg Cat penutup 2x @R 46,432.40 Sub total : Upah An. SNI ( Revisi ) 6.8.2 0.070 Oh Pekerja @R 32,750.00 0.009 Oh Tukang cat @R 44,000.00 0.0060 Oh Kepala tukang @R 44,000.00 0.0025 Oh Mandor @R 55,000.00 . Sub total : Total upah+bahan :

= = = = =

Rp Rp Rp Rp Rp

2,484.00 1,552.78 5,459.92 12,072.42 21,569.12

= = = = = =

Rp Rp Rp Rp Rp Rp

2,292.50 396.00 264.00 137.50 3,090.00 24,659.12

= = = = =

Rp Rp Rp Rp Rp

2,484.00 1,552.78 5,459.92 16,251.34 25,748.04

= = = = = =

Rp Rp Rp Rp Rp Rp

2,292.50 594.00 176.00 137.50 3,200.00 28,948.04

35,420.00 = Rp = Rp

12,751.20 12,751.20

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

1,310.00 2,772.00 2,772.00 137.50 6,991.50 19,742.70

35,420.00 = Rp 35,420.00 = Rp 2,250.00 = Rp = Rp

5,313.00 13,176.24 4,500.00 17,676.24

32,750.00 = Rp 44,000.00 = Rp 44,000.00 = Rp

0.00 2,640.00 704.00

9. 1 m2 Pengecatan bidang kayu baru ( 1x plamir , 1x cat dasar, 3x cat penutup ) Bahan An. SNI ( Revisi ) 6.9.1 0.200 Kg Cat meni @R 12,420.00 0.150 Kg Plamir @R 10,351.84 0.170 Kg Cat dasar @R 32,117.20 0.350 Kg Cat penutup 3 x @R 46,432.40 Sub total : Upah An. SNI ( Revisi ) 6.9.2 0.070 Oh Pekerja @R 32,750.00 0.014 Oh Tukang cat @R 44,000.00 0.0040 Oh Kepala tukang @R 44,000.00 0.0025 Oh Mandor @R 55,000.00 . Sub total : Total upah+bahan :

POLITUR , TEAK OIL , PENGETIRAN 10. 1 m2 Pelaburan bidang kayu dengan teak oil Bahan An. SNI ( Revisi ) 6.10.1 0.360 Ltr Teak oil @R Sub total :



11. 1 m2 Pelaburan bidang kayu dengan politur ( TAK MENGKILAP) Bahan An. SNI ( Revisi ) 6.11.1 0.150 Ltr Politur @R 0.372 Ltr Politur jadi @R 2.000 Lbr Ampelas @R Sub total : Upah An. SNI ( Revisi ) 6.11.2 0.000 Oh Pekerja @R 0.060 Oh Tukang cat @R 0.0160 Oh Kepala tukang @R

= = = = = =

Halaman : 88


0.0025 Oh Mandor .


12 10 m2 Pemelituran dengan serlag. ( SAMPAI MENGKILAP) Bahan Politur dengan serlag mencampur sendiri. @R 2 Kg Serlag @R 1 Ltr Spirtus. @R 1 Kg Dempul @R 2 Kg Batu kambang @R 2 Lbr Kertas gosok.

55,000.00 = Rp = Rp = Rp

137.50 3,481.50 21,157.74

39,100.00 13,340.00 19,200.40 2,500.00 4,000.00

78,200.00 13,340.00 15,360.32 3,750.00 8,000.00

= = = = =

Rp Rp Rp Rp Rp

2 Lbr Kain pop

@R

750.00 = Rp = Rp

1,500.00 120,150.32

35,420.00 = Rp 44,000.00 = Rp = Rp Sub total : B

14,168.00 1,760.00 15,928.00

Sub total : A

Upah Menggosok dan mendempul @R 0 Oh Tukang politur 0 Oh Kepala tukangTukang c @ R

Upah Memlitur sampai mengkilap. 2.500 Oh Pekerja @R @R 3.000 Oh Tukang politur 0.300 Oh Kepala tukangTukang c @ R @R 0.400 Oh Mandor Untuk 10 M2 Untuk 1 M2

32,750.00 44,000.00 44,000.00 55,000.00

13 1 m2 Pelaburan bidang kayu dengan cat residu dan ter Bahan An. SNI ( Revisi ) 6.12.1 0.350 Ltr Residu atau ter @R Sub total :


14 1 m2 Pelaburan bidang kayu dengan vernis Bahan An. SNI ( Revisi ) 6.13.1 0.150 Ltr Vernis 0.050 Kg Dempul 0.100 Lbr Ampelas 0.010 Bh Kuas


81,875.00 132,000.00 13,200.00 22,000.00 249,075.00 385,153.32 38,515.33

7,636.00 = Rp = Rp

2,672.60 2,672.60

Sub total : C Total upah+bahan : Total upah+bahan :

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

3,275.00 0.00 0.00 330.00 3,605.00 6,277.60

41,593.20 19,200.40 4,000.00 4,500.00

= = = = =

Rp Rp Rp Rp Rp

6,238.98 960.02 400.00 45.00 445.00

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

5,240.00 7,040.00 704.00 137.50 13,121.50 13,566.50




@R @R @R @R

= = = = = = =


Halaman : 89


Cat TEMBOK Cat BARU. 14. 1 m2 Pengecatan tembok baru ( 1x plamir , Bahan An. SNI ( Revisi ) 6.14.1 0.100 Kg Plamir 0.250 Lbr Ampelas 0.020 Bh Kuwas / roll 0.100 Kg Cat dasar 0.260 Kg Cat penutup 2x

1x cat dasar, 2x cat penutup )

Cat Paragon /Decolith

@R @R @R @R @R

9,196.00 4,000.00 6,500.00 20,447.00 20,447.00

= = = = = =

Rp Rp Rp Rp Rp Rp

919.60 1,000.00 130.00 2,044.70 5,316.22 9,410.52

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

655.00 2,772.00 277.20 137.50 3,841.70 13,252.22

Sub total :



15 1 m2 Pengecatan tembok baru ( 1x plamir , 1x cat dasar, 2x cat penutup ) Bahan An. SNI ( Revisi ) 6.14.1 0.100 Kg Plamir @R 9,196.00 0.250 Lbr Ampelas @R 4,000.00 0.020 Bh Kuwas / roll @R 6,500.00 0.100 Kg Cat dasar @R 31,924.00 0.260 Kg Cat penutup 2x @R 31,924.00

Cat I.C.I. Catilac = = = = =

Rp Rp Rp Rp Rp

919.60 1,000.00 130.00 3,192.40 8,300.24

Sub total :


@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00


16 1 m2 Pengecatan tembok baru ( 1x plamir , 1x cat dasar, 2x cat penutup ) Bahan An. SNI ( Revisi ) 6.14.1 0.100 Kg Plamir @R 9,196.00 0.250 Lbr Ampelas @R 4,000.00 0.020 Bh Kuwas / roll @R 6,500.00 0.100 Kg Cat dasar @R 54,648.00 0.260 Kg Cat penutup 2x @R 54,648.00 Sub total : Upah An. SNI ( Revisi ) 6.14.2 0.020 Oh Pekerja @R 32,750.00 0.063 Oh Tukang cat @R 44,000.00 0.0063 Oh Kepala tukang @R 44,000.00 0.0025 Oh Mandor @R 55,000.00 . Sub total : Total upah+bahan :

= Rp

13,542.24

= = = = = =

655.00 2,772.00 277.20 137.50 3,841.70 17,383.94

Rp Rp Rp Rp Rp Rp

Watershild = = = = = =

Rp Rp Rp Rp Rp Rp

919.60 1,000.00 130.00 5,464.80 14,208.48 21,722.88

= = = = = =

Rp Rp Rp Rp Rp Rp

655.00 2,772.00 277.20 137.50 3,841.70 25,564.58

Cat LAMA. 17 1 m2 Pengecatan tembok lama ( Ngamplas, 1x cat dasar, 2x cat penutup ) Cat Paragon /Decolith Bahan An. SNI ( Revisi ) 6.14.1 0.010 Kg Plamir @R 9,196.00 = Rp 0.120 Lbr Ampelas @R 4,000.00 = Rp

Halaman : 90


0.033 0.110 0.220

Bh Kuwas / roll Kg Cat dasar Kg Cat penutup 2x



91.96 480.00

@R @R @R @R

6,500.00 = Rp 20,447.00 = Rp 20,447.00 = Rp = Rp 32,750.00 44,000.00 44,000.00 55,000.00


18 1 m2 Pengecatan tembok lama ( Ngamplas, 1x cat dasar, 2x cat penutup ) Bahan An. SNI ( Revisi ) 6.14.1 0.010 Kg Plamir @R 9,196.00 0.120 Lbr Ampelas @R 4,000.00 0.033 Bh Kuwas / roll @R 6,500.00 0.110 Kg Cat dasar @R 31,924.00 0.220 Kg Cat penutup 2x @R 31,924.00 Sub total : Upah An. SNI ( Revisi ) 6.14.2 0.028 Oh Pekerja @R 32,750.00 0.042 Oh Tukang cat @R 44,000.00 0.0042 Oh Kepala tukang @R 44,000.00 0.0025 Oh Mandor @R 55,000.00 . Sub total : Total upah+bahan : 19 1 m2 Pengecatan tembok lama ( Ngamplas, 1x cat dasar, 2x cat penutup ) Bahan An. SNI ( Revisi ) 6.14.1 0.010 Kg Plamir @R 9,196.00 0.120 Lbr Ampelas @R 4,000.00 0.033 Bh Kuwas / roll @R 6,500.00 0.110 Kg Cat dasar @R 54,648.00 0.220 Kg Cat penutup 2x @R 54,648.00 Sub total : Upah An. SNI ( Revisi ) 6.14.2 0.028 Oh Pekerja @R 32,750.00 0.042 Oh Tukang cat @R 44,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

216.67 2,249.17 4,498.34 7,536.14 917.00 1,848.00 184.80 137.50 3,087.30 10,623.44

Cat I.C.I. Catilac = = = = = =

Rp Rp Rp Rp Rp Rp

91.96 480.00 216.67 3,511.64 7,023.28 11,323.55

= = = = = =

Rp Rp Rp Rp Rp Rp

917.00 1,848.00 184.80 137.50 3,087.30 14,410.85

Watershild = = = = = =

Rp Rp Rp Rp Rp Rp

91.96 480.00 216.67 6,011.28 12,022.56 18,822.47

= Rp = Rp

917.00 1,848.00

0.0042 Oh Kepala tukang 0.0025 Oh Mandor .

@R @R

Rp Rp Rp Rp

184.80 137.50 3,087.30 21,909.77

Rp Rp Rp Rp Rp

400.00 187.50 600.00 82.80 682.80

@R @R @R

32,750.00 = Rp 44,000.00 = Rp 44,000.00 = Rp

4,912.50 44.00 4.40

@R

55,000.00 = Rp = Rp = Rp


20 1 m2 Melabur tembok dengan kapur sirih Bahan An. SNI ( Revisi ) 6.17.1 0.100 Lbr Ampelas 0.250 Ikt Alang-alang 0.002 Bh Andang andang 0.150 Kg Kapur sirih

@R @R @R @R

44,000.00 = 55,000.00 = = =

4,000.00 750.00 300,000.00 552.00 Sub total :

Upah An. SNI ( Revisi ) 6.17.2 0.150 Oh Pekerja 0.001 Oh Tukang cat 0.0001 Oh Kepala tukang

= = = = =

Halaman : 91


0.0025 Oh Mandor .


21 1 m2 Melabur tembok lama dengan kapur sirih ( untuk pemeliharaan ) Bahan An. SNI ( Revisi ) 6.18.1 0.002 m3 Andang andang @R 300,000.00 = 0.300 Kg Kapur sirih @R 552.00 = Sub total : = Upah An. SNI ( Revisi ) 6.18.2 0.040 Oh Pekerja @R 32,750.00 = 0.005 Oh Tukang cat @R 44,000.00 = 0.0005 Oh Kepala tukang @R 44,000.00 = 0.0025 Oh Mandor @R 55,000.00 = . = Sub total : Total upah+bahan : = 22 1 m2 Pemasangan wallpaper Bahan An. SNI ( Revisi ) 6.19.1 1.200 m2 Wall paper 0.200 Kg Perekat

@R @R Sub total :


@R @R @R @R

Sub total :


Rp Rp Rp

600.00 165.60 765.60

Rp Rp Rp Rp Rp Rp

1,310.00 220.00 22.00 137.50 1,689.50 2,455.10

45,000.00 = Rp 8,625.00 = Rp = Rp

54,000.00 1,725.00 55,725.00

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

655.00 8,800.00 88.00 137.50 9,680.50 65,405.50

12,420.00 = Rp 6,500.00 = Rp = Rp

1,242.00 130.00 1,372.00


23 1 m2 Pengecatan permukaan baja dengan meni besi Bahan An. SNI ( Revisi ) 6.20.1 0.100 Kg Meni besi @R 0.020 Bh Kuas @R

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

655.00 8,800.00 880.00 550.00 10,885.00 12,257.00

12,420.00 = Rp 6,500.00 = Rp 750,000.00 = Rp = Rp

1,242.00 65.00 1,500.00 1,565.00


24 1 m2 Pengecatan permukaan baja dengan meni besi dan perancah Bahan An. SNI ( Revisi ) 6.21.1 0.100 Kg Meni besi @R 0.010 Bh Kuas @R 0.002 m3 Perancah kayu @R Sub total : Upah An. SNI ( Revisi ) 6.21.2 0.030 Oh Pekerja @R 0.300 Oh Tukang cat @R 0.030 Oh Kepala tukang @R 0.015 Oh Mandor @R

137.50 5,098.40 5,781.20

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

= = = =

Rp Rp Rp Rp

982.50 13,200.00 1,320.00 825.00

.


= Rp = Rp

16,327.50 17,892.50 Halaman : 92


25 1 m2 Pengecatan permukaan baja lapis seng ( galbani ) secara manual sistem 4 lapis cat konvensional dengan tebal 200 um Bahan An. SNI ( Revisi ) 6.22.1 0.100 Kg Meni ( read lead ) A @R 12,420.00 0.100 Kg Meni ( read lead ) B @R 15,250.00 0.010 Bh Kuas @R 6,500.00 0.040 Kg Alluminium C @R 22,500.00 0.040 Kg Alluminium B @R 26,250.00 0.010 Ltr Pengencer @R 5,888.00 0.002 m3 Andang andang @R 300,000.00 Sub total : Upah An. SNI ( Revisi ) 6.22.2 0.040 Oh Pekerja @R 32,750.00 0.500 Oh Tukang cat @R 44,000.00 0.050 Oh Kepala tukang @R 44,000.00 0.025 Oh Mandor @R 55,000.00 Sub total : . Total upah+bahan :

= = = = = = = =


1,242.00 1,525.00 65.00 900.00 1,050.00 58.88 600.00 5,440.88

= = = = = =

Rp Rp Rp Rp Rp Rp

1,310.00 22,000.00 2,200.00 1,375.00 26,885.00 32,325.88

= Rp = Rp = Rp

13,929.72 65.00 13,994.72

= = = = = =

Rp Rp Rp Rp Rp Rp

655.00 8,800.00 88.00 137.50 9,680.50 23,675.22

= = = = =

Rp Rp Rp Rp Rp

5,107.56 7,893.51 65.00 3,714.59 11,673.10

= = = = = =

Rp Rp Rp Rp Rp Rp

1,310.00 17,600.00 176.00 275.00 19,361.00 31,034.10

28 1 m2 Pengecatan permukaan baja lapis seng ( galbani ) secara semprot ( airless spray ) sistem 1 lapis cat mutakhir dengan tebal 200 um Bahan An. SNI ( Revisi ) 6.25.1 0.300 Kg Cat dasar @R 46,432.40 = Rp Peralatan Lumsum = Rp Sub total : = Rp

13,929.72 3,000.00 16,929.72

26 1 m2 Pengecatan permukaan baja lapis seng ( galbani ) secara manual sistem 1 lapis cat mutakhir dengan tebal 200 um Bahan An. SNI ( Revisi ) 6.23.1 0.300 Kg C a t @R 46,432.40 0.010 Bh Kuas @R 6,500.00 Sub total : Upah An. SNI ( Revisi ) 6.23.2 0.020 Oh Pekerja @R 32,750.00 0.200 Oh Tukang cat @R 44,000.00 0.002 Oh Kepala tukang @R 44,000.00 0.003 Oh Mandor @R 55,000.00 . Sub total : Total upah+bahan : 27 1 m2 Pengecatan permukaan baja lapis seng ( galbani ) secara manual sistem 3 lapis cat konvensional dengan tebal 200 um Bahan An. SNI ( Revisi ) 6.24.1 0.110 Kg Cat dasar @R 46,432.40 0.170 Kg Cat antara @R 46,432.40 0.010 Bh Kuas @R 6,500.00 0.080 Kg Cat penutup @R 46,432.40 Sub total : Upah An. SNI ( Revisi ) 6.24.2 0.040 Oh Pekerja @R 32,750.00 0.400 Oh Tukang cat @R 44,000.00 0.004 Oh Kepala tukang @R 44,000.00 0.005 Oh Mandor @R 55,000.00 . Sub total : Total upah+bahan :

Halaman : 93




32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

655.00 8,800.00 880.00 550.00 10,885.00 27,814.72


Halaman : 94

######## harga 52,500.00 upah

######## harga 52,500.00 upah

55,000.00 9,500.00

65,000.00

55,000.00 9,500.00

0 0

0

2

1.050 1.050 0.105 0.0052

0.840 0.840 0.084 0.0042

5410,38

5,250.00

21,909.77 27,159.77

2

5

7

3

19

4

10 #

3

12

PEKERJAAN PENUTUP LANTAI 1

1 m2 Pasang lantai ubin warna akuran 40 x 40 cm Bahan An. SNI ( Revisi ) 6.4.1 6.630 Bh Ubin warna 40 x 40 cm @ R 8.160 Kg Semen portland @R 0.023 m3 Pasir pasang @R 0.300 Kg Semen warna @R Upah An. SNI ( Revisi ) 6.4.2 0.250 Oh Pekerja 0.120 Oh Tukang batu 0.012 Oh Kepala tukang 0.0125 Oh Mandor

2

= = = = =

Rp Rp Rp Rp Rp

31,824.00 6,771.49 2,085.74 2,070.00 42,751.24

32,750.00 42,000.00 44,000.00 55,000.00 Sub total : Total upah+bahan :

= = = = = =

Rp Rp Rp Rp Rp Rp

8,187.50 5,040.00 528.00 687.50 14,443.00 57,194.24

2,350.00 829.84 90,684.40 6,900.00 Sub total :

= = = = =

Rp Rp Rp Rp Rp

26,320.00 6,937.46 2,085.74 4,140.00 39,483.20


= = = = = =

Rp Rp Rp Rp Rp Rp

8,187.50 5,040.00 528.00 687.50 14,443.00 53,926.20

6,210.00 829.84 90,684.40 6,900.00 Sub total :

= = = = =

Rp Rp Rp Rp Rp

38,812.50 7,302.59 1,949.71 2,070.00 50,134.81

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = = =


8,187.50 5,040.00 528.00 687.50 1,750.00 16,193.00 66,327.81

= = = = =

Rp Rp Rp Rp Rp

65,945.60 8,298.40 1,949.71 4,140.00 80,333.71

@R @R @R @R

1 m2 Pasang lantai ubin warna akuran 30 x 30 cm Bahan An. SNI ( Revisi ) 6.5.1 11.200 Bh Ubin warna 30 x 30 cm @ R 8.360 Kg Semen portland @R 0.023 m3 Pasir pasang @R 0.600 Kg Semen warna @R Upah An. SNI ( Revisi ) 6.5.2 0.250 Oh Pekerja 0.120 Oh Tukang batu 0.012 Oh Kepala tukang 0.0125 Oh Mandor

3

4,800.00 829.84 90,684.40 6,900.00 Sub total :

@R @R @R @R

1 m2 Pasang lantai ubin teraso akuran 40 x 40 cm Bahan An. SNI ( Revisi ) 6.7.1 6.250 Bh Ubin teraso 40 x 40 cm @ R 8.800 Kg Semen portland @R 0.0215 m3 Pasir pasang @R 0.300 Kg Semen warna @R Upah An. SNI ( Revisi ) 6.7.2 0.250 Oh Pekerja 0.120 Oh Tukang batu 0.012 Oh Kepala tukang 0.0125 Oh Mandor Biaya poles.

@R @R @R @R Lumsum


5

1 m2 Pasang lantai ubin teraso akuran 30 x 30 cm Bahan An. SNI ( Revisi ) 6.8.1 11.200 Bh Ubin teraso 30 x 30 cm @ R 10.000 Kg Semen portland @R 0.0215 m3 Pasir pasang @R 0.600 Kg Semen warna @R

5,888.00 829.84 90,684.40 6,900.00 Sub total :

Halaman : 95


Upah An. SNI ( Revisi ) 6.8.2 0.260 Oh Pekerja 0.125 Oh Tukang batu 0.013 Oh Kepala tukang 0.0125 Oh Mandor Biaya poles.

@R @R @R @R Lumsum

32,750.00 42,000.00 44,000.00 55,000.00


6

1 0 6

1 m2 Pasang lantai ubin granito akuran 40 x 40 cm Bahan An. SNI ( Revisi ) 6.9.1

= = = = = = =


8,515.00 5,250.00 550.00 687.50 1,750.00 16,752.50 97,086.21

11

6.250 9.800 0.0215 0.300

Bh Kg m3 Kg

Ubin granito 40 x 40 cm @ R Semen portland @R Pasir pasang @R Semen warna @R


7

= = = = =

Rp Rp Rp Rp Rp

140,000.00 8,132.43 1,949.71 2,070.00 152,152.15


= = = = = =

Rp Rp Rp Rp Rp Rp

8,187.50 5,040.00 528.00 687.50 14,443.00 166,595.15

20,800.00 829.84 90,684.40 6,900.00 Sub total :

= = = = =

Rp Rp Rp Rp Rp

130,000.00 8,298.40 1,949.71 2,070.00 142,318.11


= = = = = =

Rp Rp Rp Rp Rp Rp

8,515.00 5,250.00 572.00 687.50 15,024.50 157,342.61

22,108.84 829.84 90,684.40 6,900.00 Sub total :

= = = = =

Rp Rp Rp Rp Rp

65,000.00 6,796.39 4,080.80 2,070.00 77,947.19

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = = =


8,187.50 5,040.00 528.00 687.50 1,750.00 16,193.00 94,140.19

@R @R @R @R

1 m2 Pasang lantai keramic Exensa 40 x 40 cm Bahan An. SNI ( Revisi ) 6.10.1 6.250 Bh Keramic esensas 30 x 3 @ R 10.000 Kg Semen portland @R 0.0215 m3 Pasir pasang @R 0.300 Kg Semen warna @R Upah An. SNI ( Revisi ) 6.10.2 0.260 Oh Pekerja 0.125 Oh Tukang batu 0.0130 Oh Kepala tukang 0.0125 Oh Mandor

8

22,400.00 829.84 90,684.40 6,900.00 Sub total :

@R @R @R @R

1 m2 Pasang lantai marmer akuran 60 x 60 cm Bahan An. SNI ( Revisi ) 6.13.1 2.940 Bh Ubin teralux marmer 60 @ R 8.190 Kg Semen portland @R 0.045 m3 Pasir pasang @R 0.300 Kg Semen warna @R Upah An. SNI ( Revisi ) 6.13.2 0.250 Oh Pekerja 0.120 Oh Tukang batu 0.012 Oh Kepala tukang 0.0125 Oh Mandor Biaya poles.

@R @R @R @R Lumsum


Halaman : 96


9

1 m2 Pasang teraso cor ditempat nat kaca 4Cm x 5 mm Bahan An. SNI ( Revisi ) 6.31.1 0.0036 m3 Bahan teraso cor @R 346,104.00 12.285 Kg Semen portland @R 829.84 0.095 m3 Pasir pasang @R 90,684.40 2.000 m1 nat kaca @R 2,250.00 1.000 Kg Semen warna @R 6,900.00 Sub total : Upah An. SNI ( Revisi ) 6.31.2 0.900 Oh Pekerja 0.090 Oh Tukang batu 0.009 Oh Kepala tukang 0.0045 Oh Mandor Biaya poles.

1 0 3 0

@R @R @R @R Lumsum

32,750.00 42,000.00 44,000.00 55,000.00


10 1 m2 Pasang TRASO cor ditempat nat kuningan Bahan An. SNI ( Revisi ) 6.31.1 0.0036 m3 Bahan teraso cor @R 12.285 Kg Semen portland @R 0.095 m3 Pasir pasang ### 2.000 m 1 nat kaca @R 1.000 Kg Semen warna @R

380,696.00 829.84 90,684.40 7,500.00 6,900.00

= = = = = =

Rp Rp Rp Rp Rp Rp

1,245.97 10,194.58 8,615.02 4,500.00 6,900.00 31,455.58

= = = = = = =


29,475.00 3,780.00 396.00 247.50 2,250.00 36,148.50 67,604.08

= = = = =

Rp Rp Rp Rp Rp

1,370.51 10,194.58 8,615.02 15,000.00 6,900.00

8.190 45000 0 1800

8.190

= Rp

42,080.11

= = = = = = =


29,475.00 3,780.00 396.00 247.50 2,500.00 36,398.50 78,478.61

= = = = =

Rp Rp Rp Rp Rp

45,310.00 705.36 199.51 552.00 46,766.87

= = = = = =

Rp Rp Rp Rp Rp Rp

2,947.50 3,780.00 396.00 2,475.00 9,598.50 56,365.37

11500 = Rp 829.84 = Rp 90,684.40 = Rp

45,310.00 881.71 249.38

Sub total :

Upah An. SNI ( Revisi ) 6.31.2 0.900 O h Pekerja 0.090 Oh Tukang batu 0.009 Oh Kepala tukang 0.0045 Oh Mandor Biaya poles.

@R 32,750.00 @R 42,000.00 @R 44,000.00 @R 55,000.00 Sub total : Sub total : Total upah+bahan :

11 1 m1 Pasang lantai keramik artistik 5 x 20 cm / Lis / Ban Bahan An. SNI ( Revisi ) 6.36.1 5.000 Bh Ubi n k eram ik arti stik 5x @ R 9,062.00 0.850 Kg Semen portland @R 829.84 0.0022 m3 Pasir pasang @R 90,684.40 0.080 Kg Semen warna @R 6,900.00 Sub total : Upah An. SNI ( Revisi ) 6.36.2 0.090 Oh Pekerja @R 32,750.00 0.090 Oh Tukang batu @R 42,000.00 0.009 Oh Kepala tukang @R 44,000.00 0.0450 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : 12 1 m1 Pasang lantai keramik artistik 7,5 x 25 cm / Lis / Ban Bahan An. SNI ( Revisi ) 6.37.1 5.000 Bh Plint keramik artistik 10 @ R 1.063 Kg Semen portland @R 0.003 m3 Pasir pasang @R

Halaman : 97


0.100

Kg Semen warna

@R


@R @R @R @R

13 1 m2 Pasang lantai keramik 20 x 20 cm Bahan An. SNI ( Revisi ) 6.42.1 1.050 m2 Ubin keramik 10x20 cm 7.454 Kg Semen portland 3.926 Kg Kapur bubuk 0.0420 m3 Pasir pasang 0.350 Kg Semen warna Upah An. SNI ( Revisi ) 6.42.2 0.250 Oh Pekerja 0.120 Oh Tukang batu 0.012 Oh Kepala tukang 0.013 Oh Mandor

14 1 m2 Pasang lantai keramik 30 x 30 cm Bahan An. SNI ( Revisi ) 6.47.1 1.050 M2 Ubin keramik 30 x 30 C 7.454 Kg Semen portland 3.926 Kg Kapur bubuk 0.0420 m3 Pasir pasang 0.300 Kg Semen warna Upah An. SNI ( Revisi ) 6.47.2 0.220 Oh Pekerja 0.120 Oh Tukang batu 0.012 Oh Kepala tukang 0.013 Oh Mandor

6,900.00 = Rp = Rp Sub total :

690.00 47,131.09


= = = = = =

Rp Rp Rp Rp Rp Rp

2,947.50 3,780.00 396.00 247.50 7,371.00 54,502.09

@R @R @R @R @R

33,764.00 829.84 552.00 90,684.40 6,900.00 Sub total :

= = = = = =

Rp Rp Rp Rp Rp Rp

35,452.20 6,185.54 2,167.21 3,808.74 2,415.00 50,028.70


= = = = = =

Rp Rp Rp Rp Rp Rp

8,187.50 5,040.00 528.00 687.50 14,443.00 64,471.70

@R @R @R @R @R

36,938.00 829.84 552.00 90,684.40 6,900.00 Sub total :

= = = = = =

Rp Rp Rp Rp Rp Rp

38,784.90 6,185.54 2,167.21 3,808.74 2,070.00 53,016.40

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00 Sub total :

= = = = =

Rp Rp Rp Rp Rp

7,205.00 5,040.00 528.00 687.50 13,460.50

@R @R @R @R

JANGAN 1 0

1 0

14 1 m2 Pasang lantai keramik 40 x 40 cm Bahan An. SNI ( Revisi ) 6.47.1 1.050 M2 Ubin keramik 40 x 40 C 7.454 Kg Semen portland 3.926 Kg Kapur bubuk 0.0420 m3 Pasir pasang 0.200 Kg Semen warna Upah An. SNI ( Revisi ) 6.47.2 0.220 Oh Pekerja 0.100 Oh Tukang batu 0.012 Oh Kepala tukang 0.013 Oh Mandor

Total upah+bahan :

= Rp

66,476.90 60,731.00

@R @R @R @R @R

38,410.00 829.84 552.00 90,684.40 6,900.00 Sub total :

= = = = = =

Rp Rp Rp Rp Rp Rp

40,330.50 6,185.54 2,167.21 3,808.74 1,380.00 53,872.00


= = = = = =

Rp Rp Rp Rp Rp Rp

7,205.00 4,200.00 528.00 687.50 12,620.50 66,492.50

@R @R @R @R

Halaman : 98


15 1 m1 Pasang lantai keramik 30 x 30 cm anti slip / Rock tile Bahan An. SNI ( Revisi ) 6.48.1 1.050 M2 Ubin keramik 30x30 ant @ R 38,713.60 7.454 Kg Semen portland @R 829.84 3.926 Kg Kapur bubuk @R 552.00 0.0420 m3 Pasir pasang @R 90,684.40 0.300 Kg Semen warna @R 6,900.00 Sub total : Upah An. SNI ( Revisi ) 6.48.2 0.220 Oh Pekerja @R 32,750.00 0.120 Oh Tukang batu @R 42,000.00 0.012 Oh Kepala tukang @R 44,000.00 0.013 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

= = = = = =

Rp Rp Rp Rp Rp Rp

40,649.28 6,185.54 2,167.21 3,808.74 2,070.00 54,880.78

= = = = = =

Rp Rp Rp Rp Rp Rp

7,205.00 5,040.00 528.00 687.50 13,460.50 68,341.28 61,751.00

42,000.00 829.84 552.00 90,684.40 6,900.00 Sub total :

= = = = = =

Rp Rp Rp Rp Rp Rp

44,100.00 6,185.54 2,167.21 3,808.74 2,070.00 58,331.50


= = = = = =

Rp Rp Rp Rp Rp Rp

7,205.00 5,040.00 528.00 687.50 13,460.50 71,792.00

195,000.00 = Rp 19,320.00 = Rp = Rp Sub total :

204,750.00 6,762.00 211,512.00

16 1 m2 Pasang lantai mosaik 30 x 30 cm. Bahan An. SNI ( Revisi ) 6.51.1 1.050 m2 Mosaik 30x30cm 7.454 Kg Semen portland 3.926 Kg Kapur bubuk 0.042 m3 Pasir pasang 0.300 Kg Semen warna

@R @R @R @R @R


@R @R @R @R

17 1 m2 Pasang lantai karpet 100% wool Bahan An. SNI ( Revisi ) 6.52.1 1.050 m2 Feltex carpet 100% T-2 @ R 0.350 Kg Lem vinyl @R Upah An. SNI ( Revisi ) 6.52.2 0.170 Oh Pekerja 0.170 Oh Tukang 0.017 Oh Kepala tukang 0.0085 Oh Mandor

@R @R @R @R


18 1 m2 Pasang lantai karpet 80% wool, 20% nylon Bahan An. SNI ( Revisi ) 6.53.1 1.050 m2 Carpet 80% wool, 20% @ R 0.350 Kg Lem vinyl @R Upah An. SNI ( Revisi ) 6.53.2 0.170 Oh Pekerja 0.170 Oh Tukang 0.017 Oh Kepala tukang 0.0085 Oh Mandor

1 0

@R @R @R @R

Rp Rp Rp Rp Rp Rp

5,567.50 7,140.00 748.00 467.50 13,923.00 225,435.00

155,000.00 = Rp 19,320.00 = Rp = Rp Sub total :

162,750.00 6,762.00 169,512.00

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

= = = =

Rp Rp Rp Rp

5,567.50 7,140.00 748.00 467.50

1 0

1 0


= Rp = Rp

Halaman : 99


19 1 m2 Pasang lantai parquet jati Bahan An. SNI ( Revisi ) 6.56.1 1.050 m2 Parquet jati 0.600 Kg Lem vinyl Upah An. SNI ( Revisi ) 6.56.2 0.650 Oh Pekerja 0.350 Oh Tukang 0.035 Oh Kepala tukang 0.0325 Oh Mandor

@R @R

192,500.00 = Rp 19,320.00 = Rp Sub total : = Rp

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

20 1 m2 Pasang dinding porselin 11 x 11 cm, putih Bahan An. SNI ( Revisi ) 6.58.1 83.000 Bh Porselin 11x11 cm @R 6.929 Kg Semen portland @R 2.372 Kg Kapur bubuk @R 0.0180 m3 Pasir pasang @R 0.500 Kg Semen warna @R

Rp Rp Rp Rp Rp Rp

21,287.50 14,700.00 1,540.00 1,787.50 39,315.00 253,032.00

375.00 829.84 552.00 90,684.40 6,900.00

= = = = = =

Rp Rp Rp Rp Rp Rp

31,125.00 5,749.55 1,309.07 1,632.32 3,450.00 43,265.93

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

7,205.00 8,400.00 880.00 687.50 17,172.50 60,438.43

395.00 829.84 552.00 90,684.40 6,900.00

= = = = = =

Rp Rp Rp Rp Rp Rp

32,785.00 5,749.55 1,309.07 1,632.32 3,450.00 44,925.93

32,750.00 42,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

7,205.00 8,400.00 880.00 687.50 17,172.50 62,098.43

= = = = = =

Rp Rp Rp Rp Rp Rp

39,055.38 5,749.55 1,309.07 1,632.32 2,760.00 50,506.31

Sub total :

@R @R @R @R


21 1 m2 Pasang dinding porselin 11 x 11 cm, warna Bahan An. SNI ( Revisi ) 6.59.1 83.000 Bh Porselin 11x11 cm, war @ R 6.929 Kg Semen portland @R 2.372 Kg Kapur bubuk @R 0.0180 m3 Pasir pasang @R 0.500 Kg Semen warna @R Sub total :


@R @R @R @R


22 1 m2 Pasang dinding keramik 20 x 25 cm Bahan An. SNI ( Revisi ) 6.69.1 1.050 M2 Keramik 20 x 25 cm 6.929 Kg Semen portland 2.372 Kg Kapur bubuk 0.0180 m3 Pasir pasang 0.400 Kg Semen warna

@R @R @R @R @R

37,195.60 829.84 552.00 90,684.40 6,900.00 Sub total :

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

8,122.00 8,400.00 880.00 550.00 17,952.00 68,458.31

41,998.00 = Rp

44,097.90


23 1 m2 Pasang dinding keramik 20 x 35 cm Bahan An. SNI ( Revisi ) 6.69.1 1.050 M2 Keramik 20 x 35 cm

1 1 0 1

1 0

1 0

Halaman : 100



202,125.00 11,592.00 213,717.00

= = = = = =



13,923.00 183,435.00

@R

= = = = = =

0.620 0.500 0.050 0.025

6.929 Kg Semen portland 2.372 Kg Kapur bubuk 0.0180 m3 Pasir pasang 0.250 Kg Semen warna Upah An. SNI ( Revisi ) 6.69.2 0.230 Oh Pekerja 0.200 Oh Tukang batu 0.020 Oh Kepala tukang 0.010 Oh Mandor

24 1 m2 Pasang dinding marmer Bahan An. SNI ( Revisi ) 6.70.1 1.020 m2 Marmer 2.000 Bh Paku pancing 60x230 12.440 Kg Semen portland 0.0250 m3 Pasir pasang 0.400 Kg Semen warna Upah An. SNI ( Revisi ) 6.70.2 0.720 Oh Pekerja 0.650 Oh Tukang batu 0.065 Oh Kepala tukang 0.0350 Oh Mandor

25 1 m2 Pasang dinding bata pelapis 7 x 3 x 24 Bahan An. SNI ( Revisi ) 6.71.1 1.050 M2 Bata pelapis dinding 12.440 Kg Semen portland 0.0250 m3 Pasir pasang Upah An. SNI ( Revisi ) 6.71.2 0.220 Oh Pekerja 0.200 Oh Tukang batu 0.020 Oh Kepala tukang 0.013 Oh Mandor

@R @R @R @R

829.84 552.00 90,684.40 6,900.00 Sub total :

= = = = =

Rp Rp Rp Rp Rp

5,749.55 1,309.07 1,632.32 1,725.00 54,513.83


= = = = = =

Rp Rp Rp Rp Rp Rp

7,532.50 8,400.00 880.00 550.00 17,362.50 71,876.33

65,000.00 1,750.00 829.84 90,684.40 6,900.00 Sub total :

= = = = = =

Rp Rp Rp Rp Rp Rp

66,300.00 3,500.00 10,323.21 2,267.11 2,760.00 85,150.32


= = = = = =

Rp Rp Rp Rp Rp Rp

23,580.00 27,300.00 2,860.00 1,925.00 55,665.00 140,815.32

59,156.00 829.84 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

62,113.80 10,323.21 2,267.11 74,704.12


= = = = = =

Rp Rp Rp Rp Rp Rp

7,205.00 8,400.00 880.00 715.00 17,200.00 91,904.12

@R @R @R @R

@R @R @R @R @R

@R @R @R @R

cm @R @R @R

@R @R @R @R

Halaman : 101


26 1 m2 Pasang dinding bata klinker 5 x 5 x 24 Bahan An. SNI ( Revisi ) 6.72.1 1.050 M2 Bata pelapis klinker 12.440 Kg Semen portland 0.0250 m3 Pasir pasang Upah An. SNI ( Revisi ) 6.72.2 0.220 Oh Pekerja 0.180 Oh Tukang batu 0.019 Oh Kepala tukang 0.012 Oh Mandor

27 1 m2 Pasang dinding batu paros Bahan An. SNI ( Revisi ) 6.73.1 1.050 m2 Batu paros 11.750 Kg Semen portland 0.0350 m3 Pasir pasang Upah An. SNI ( Revisi ) 6.73.2 0.220 Oh Pekerja 0.180 Oh Tukang batu 0.019 Oh Kepala tukang 0.012 Oh Mandor

cm @R @R @R

59,156.00 829.84 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

62,113.80 10,323.21 2,267.11 74,704.12


= = = = = =

Rp Rp Rp Rp Rp Rp

7,205.00 7,560.00 836.00 660.00 16,261.00 90,965.12

@R @R @R

48,000.00 829.84 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp

50,400.00 9,750.62 3,173.95 63,324.57

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

= = = =

Rp Rp Rp Rp

7,205.00 7,560.00 836.00 660.00

@R @R @R @R

1 0

0.050

65763

Sub total : To Total upah+bahan :

= Rp = Rp

16,261.00 79,585.57

28 1 m2 Pas Pasang ang din dinding ding bat batu u tempel tempel hit hitam am Bahan An. Bahan An. SNI ( Revisi ) 6.74.1 1.050 m2 Ba B atu tempel hitam 11.750 Kg Se Semen portland 0.0350 m3 Pa Pasir pasang

@R @R @R

25,000.00 829.84 90,684.40 Sub total :

= = = =

Rp Rp Rp Rp Rp Rp

26,250.00 9,750.62 3,173.95 39,174.57

Upah An. SNI ( Revisi ) 6.74.2 0.220 Oh Pekerja 0.180 Oh Tu Tukang batu 0.019 Oh Ke Kepala tuk ang 0.012 Oh Mandor

@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00 Sub total : To Total upah+bahan :

= = = = = =


7,205.00 7,560.00 836.00 660.00 16,261.00 55,435.57

= Rp Rp = Rp Rp = Rp

49,496.00 6,762.00 56,258.00

= = = = = =

4,912.50 6,300.00 660.00 412.50 12,285.00 68,543.00

29 1 m2 Pasang lantai vinyl oscar / xsinteti xsintetis s 30 x 30 cm KL 1 Bahan An. Bahan An. SNI ( Revisi ) 6.75.1 11 11.0 .050 50 Bh Viny Vinyll osca oscarr/sin /sinte teti tist st 30 30x x @R 4,479.28 0.350 Kg Le Lem v inyl @R 19,320.00 Sub total : Upah An. SNI ( Revisi ) 6.75.2 0.150 Oh Pekerja @R 32,750.00 0.150 Oh Tu T ukang @R 42,000.00 0.015 Oh Ke Kepala tuk ang @R 44,000.00 0.0075 Oh Mandor @R 55,000.00 Sub total : To Total upah+bahan :


Halaman : 102


30 1 m2 Pas Pasang ang lan lantai tai viny vinyll karet karet 30 30 x 30 30 cm Bahan An. Bahan An. SNI ( Revisi ) 6.76.1 11.050 Bh Vinyl karet 30x30 cm 0.350 Kg Le Lem v inyl Upah An. SNI ( Revisi ) 6.76.2 0.150 Oh Pekerja 0.150 Oh Tu T ukang 0.015 Oh Ke Kepala tuk ang 0.0075 Oh Mandor

@R @R

@R @R @R @R


78. 1 m2 Pasang lantai vinyl motif motif kembang kembang 30 x 30 cm Bahan An. Bahan An. SNI ( Revisi ) 6.78.1 11 11.0 .050 50 Bh Viny Vinyll mtf mtf kemb kemban ang g3 30x 0x3 3@ R 0.350 Kg Le Lem v inyl @R Upah An. SNI ( Revisi ) 6.78.2 0.150 Oh Pekerja 0.150 Oh Tu T ukang 0.015 Oh Ke Kepala tuk ang 0.0075 Oh Mandor

3,913.12 = Rp 19,320.00 = Rp Rp = Rp Sub total :

@R @R @R @R


4,912.50 6,300.00 660.00 412.50 12,285.00 62,287.00

5,432.58 = Rp Rp 19,320.00 = Rp Rp = Rp Sub total :

60,030.00 6,762.00 66,792.00


= = = = = =

43,240.00 6,762.00 50,002.00

= = = = = =


4,912.50 6,300.00 660.00 412.50 12,285.00 79,077.00

Halaman : 103


PEKERJAAN PAVING STONE 1

2

3

4

1 m2 Pasang PAVIN PAVING G STONE STONE Abu abu TY TYPE PE S.( S.( DT -1 ) EX EX Dinoy Dinoyo o / UPS. UPS. tebal tebal 6 Cm. Bahan An. Bahan An. SNI ( Revisi ) @R 800.000 = Rp Rp 36 Bj Paving type "S" 0.121 m3 Pa Pasir urug 10 Cm. @R 74 , 5 20 . 0 0 = R p = Rp Sub total : Upah An. SNI ( Revisi ) 0.248 Oh Pekerja @R 32,750.00 = Rp Rp 0.200 Oh Tu Tukang batu @R 42,000.00 = Rp Rp 0.020 Oh Ke Kepala tukang @R 44,000.00 = Rp Rp 0.010 Oh Mandor @R 55 ,0 00 .0 0 = R p = Rp Sub total : To Total upah+bahan : = Rp 1 m2 Pasang PAVIN PAVING G STONE STONE Abu abu TY TYPE PE S.( S.( DT -1 ) EX EX Dinoy Dinoyo o / UPS. UPS. tebal tebal 8 Cm. Bahan An. Bahan An. SNI ( Revisi ) @R 1550.000 = Rp Rp 36 Bj Paving type "S" 0.121 m3 Pa Pasir urug 10 Cm. @R 74 , 5 20 . 0 0 = R p = Rp Sub total : Upah An. SNI ( Revisi ) 0.248 Oh Pekerja @R 32,750.00 = Rp Rp 0.200 Oh Tu Tukang batu @R 42,000.00 = Rp Rp 0.020 Oh Ke Kepala tukang @R 44,000.00 = Rp Rp 0.010 Oh Mandor @R 55 ,0 00 .0 0 = R p Sub total : = Rp To Total upah+bahan : = Rp 1 m2 Pasang PAVING STONE warna merah TYPE S.( DT -1 ) EX Dinoyo / Bahan An. Bahan An. SNI ( Revisi ) @R 1 242 . 000 36 Bj Paving type "S" 0.121 m3 Pa Pasir urug 10 Cm. @R 74 , 5 20 . 0 0 Sub total : Upah An. SNI ( Revisi ) 0.248 Oh Pekerja @R 32,750.00 0.200 Oh Tu Tukang batu @R 42 , 000 . 00 0.020 Oh Ke Kepala tukang @R 44 , 000 . 00 0.010 Oh Mandor @R 55 ,0 00 .0 0 Sub total : To Total upah+bahan :

UPS. tebal 6 Cm

1 m2 Pasang PAVING STONE warna merah TYPE S.( DT -1 ) EX Dinoyo / Bahan An. Bahan An. SNI ( Revisi ) @R 1 104 . 000 36 Bj Paving type "S" 0.121 m3 Pa Pasir urug 10 Cm. @R 74 , 5 20 . 0 0 Sub total : Upah An. SNI ( Revisi ) 0.248 Oh Pekerja @R 32,750.00 0.200 Oh Tu Tukang batu @R 42 , 000 . 00 0.020 Oh Ke Kepala tukang @R 44 , 000 . 00 0.010 Oh Mandor @R 55 ,0 00 .0 0 Sub total :

UPS. tebal 8 Cm

2 8 , 8 00 . 0 0 9 ,0 16 .9 2 37,816.92 8 , 122 . 00 8 , 400 . 00 880 . 00 55 0 . 0 0 17,952.00 55,768.92

5 5 , 80 0 . 00 9 ,0 16 .9 2 64,816.92 8 , 122 . 00 8 , 400 . 00 880 . 00 55 0 . 0 0 17,952.00 82,768.92

= Rp Rp = Rp = Rp

4 4 , 71 2 . 00 9 ,0 16 .9 2 53,728.92

= = = = = =

8 , 122 . 00 8 , 400 . 00 880 . 00 55 0 . 0 0 17,952.00 71,680.92


= Rp Rp = Rp = Rp

3 9 , 74 4 . 00 9 ,0 16 .9 2 48,760.92

= = = = =

8 , 122 . 00 8 , 400 . 00 880 . 00 55 0 . 0 0 17,952.00


To T otal upah+bahan :

= Rp

Halaman : 103


5

6

7

8

1 m2 Pasang PAVIN PAVING G STONE Abu abu abu TYPE TYPE tiga berlian EX Dinoyo / UPS. UPS. tebal tebal 6 Cm Cm Bahan An. Bahan An. SNI ( Revisi ) 35 Bj Pav ing type "Tiga berlia @ R 900.000 = Rp 0.121 m 3 Pa Pasir urug 10 Cm. @R 74,520.00 = Rp = Rp Sub total : Upah An. SNI ( Revisi ) 0.248 Oh Pek erja @R 32,750.00 = Rp Rp 0. 2 0 0 O h T Tu u k an g bat u @R 42,000.00 = Rp Rp 0.020 Oh Ke Kepala tukang @R 44,000.00 = Rp Rp 0. 0 1 0 O h M ando r @R 55,000.00 = Rp = Rp Sub total : To T otal upah+bahan : = Rp

3 1 , 5 0 0 .0 0 9, 0 1 6. 9 2 40,516.92 8 ,1 2 2 . 0 0 8 ,4 0 0 . 0 0 8 8 0. 0 0 5 5 0. 0 0 17,952.00 58,468.92

1 m2 Pasang PAVIN PAVING G STONE Abu abu abu TYPE TYPE tiga berlian EX Dinoyo / UPS. UPS. tebal tebal 8 Cm Cm Bahan An. Bahan An. SNI ( Revisi ) 1242.000 = Rp 35 Bj Pav ing type "Tiga berlia @ R 0.121 m 3 Pa Pasir urug 10 Cm. @R 74,520.00 = Rp = Rp Sub total : Upah An. SNI ( Revisi ) 0.248 Oh Pek erja @R 32,750.00 = Rp Rp 0. 2 0 0 O h T Tu u k an g bat u @R 42,000.00 = Rp Rp 0.020 Oh Ke Kepala tukang @R 44,000.00 = Rp Rp 0. 0 1 0 O h M ando r @R 55,000.00 = Rp = Rp Sub total : To T otal upah+bahan : = Rp

4 3 ,4 7 0 . 0 0 9, 0 1 6. 9 2 52,486.92 8 ,1 2 2 . 0 0 8 ,4 0 0 . 0 0 8 8 0. 0 0 5 5 0. 0 0 17,952.00 70,438.92

1 m2 Pasang PAVING STONE Warna Merah TYPE tiga berlian EX Dinoyo Bahan An. Bahan An. SNI ( Revisi ) 1 24 2 . 000 35 Bj Pav ing type "Tiga berlia @ R 0.121 m 3 Pa Pasir urug 10 Cm. @R 7 4, 5 2 0 . 0 0 Sub total : Upah An. SNI ( Revisi ) 0.248 Oh Pek erja @R 32,750.00 0. 2 0 0 O h T Tu u k an g bat u @R 42 , 000 . 00 0.020 Oh Ke Kepala tukang @R 4 4, 0 0 0 . 0 0 0. 0 1 0 O h M ando r @R 5 5, 0 0 0 . 0 0 Sub total : To T otal upah+bahan :

/ UPS. tebal 6 Cm

1 m2 Pasang PAVING STONE Warna Merah TYPE tiga berlian EX Dinoyo Bahan An. Bahan An. SNI ( Revisi ) 1 55 0 . 000 35 Bj Pav ing type "Tiga berlia @ R 0.121 m 3 Pa Pasir urug 10 Cm. @R 7 4, 5 2 0 . 0 0 Sub total : Upah An. SNI ( Revisi ) 0.248 Oh Pek erja @R 32,750.00 0. 2 0 0 O h T Tu u k an g bat u @R 42 , 000 . 00 0.020 Oh Ke Kepala tukang @R 4 4, 0 0 0 . 0 0 0. 0 1 0 O h M ando r @R 5 5, 0 0 0 . 0 0 Sub total : To T otal upah+bahan :

/ UPS. tebal 8 Cm

= Rp = Rp = Rp

4 3 ,4 7 0 . 0 0 9, 0 1 6. 9 2 52,486.92

= = = = = =

8 ,1 2 2 . 0 0 8 ,4 0 0 . 0 0 8 8 0. 0 0 5 5 0. 0 0 17,952.00 70,438.92


= Rp = Rp = Rp

5 4 ,2 5 0 . 0 0 9, 0 1 6. 9 2 63,266.92

= = = = = =

8 ,1 2 2 . 0 0 8 ,4 0 0 . 0 0 8 8 0. 0 0 5 5 0. 0 0 17,952.00 81,218.92



9

66,712.92

1 m2 Pasang PAVIN PAVING G STONE Abu abu abu TYPE TYPE segi empat EX EX Dinoyo / UPS. UPS. tebal tebal 6 Cm Bahan An. Bahan An. SNI ( Revisi ) 765.000 = Rp 46 Bj Pav ing type "Segi empa @ R 0.121 m 3 Pa Pasir urug 10 Cm. @R 74,520.00 = Rp = Rp Sub total : Upah An. SNI ( Revisi ) 0.248 Oh Pek erja @R 32,750.00 = Rp Rp 0. 2 0 0 O h T Tu u k an g bat u @R 42,000.00 = Rp Rp 0.020 Oh Ke Kepala tukang @R 44,000.00 = Rp Rp 0. 0 1 0 O h M ando r @R 55,000.00 = Rp = Rp Sub total :

a aman aman :

35 , 19 0 . 00 9, 0 1 6. 9 2 44,206.92 8 ,1 2 2 . 0 0 8 ,4 0 0 . 0 0 8 8 0. 0 0 5 5 0. 0 0 17,952.00

Total upah+bahan :

= Rp

62,158.92

10 1 m2 Pasang PAVING STONE Abu abu TYPE segi empat EX Dinoyo / UPS. tebal 8 Cm Bahan An. SNI ( Revisi ) 1210.000 = Rp 46 Bj Paving type "Ssgi empa @ R 0.121 m3 Pasir urug 10 Cm. @R 74,520.00 = Rp Sub total : = Rp Upah An. SNI ( Revisi ) 0.248 Oh Pekerja @R 32,750.00 = Rp 0.200 Oh Tukang batu @R 42,000.00 = Rp 0.020 Oh Kepala tukang @R 44,000.00 = Rp 0.010 Oh Mandor @R 55,000.00 = Rp = Rp Sub total : Total upah+bahan : = Rp

55,660.00 9,016.92 64,676.92 8,122.00 8,400.00 880.00 550.00 17,952.00 82,628.92

11 1 m2 Pasang PAVING STONE warna merah TYPE segi empat EX Dinoyo Bahan An. SNI ( Revisi ) 1550.000 46 Bj Paving type "Ssgi empa @ R 0.121 m3 Pasir urug 10 Cm. @R 74,520.00 Sub total : Upah An. SNI ( Revisi ) 0.248 Oh Pekerja @R 32,750.00 0.200 Oh Tukang batu @R 42,000.00 0.020 Oh Kepala tukang @R 44,000.00 0.010 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

/ UPS. tebal 8 Cm

12 1 m2 Pasang PAVING STONE Warna merah TYPE segi enam EX Dinoyo Bahan An. SNI ( Revisi ) 1242.000 26 Bj Paving type "Ssgi ENA @ R 0.121 m3 Pasir urug 10 Cm. @R 74,520.00 Sub total : Upah An. SNI ( Revisi ) 0.248 Oh Pekerja @R 32,750.00 0.200 Oh Tukang batu @R 42,000.00 0.020 Oh Kepala tukang @R 44,000.00 0.010 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

/ UPS. tebal 6 Cm

= Rp = Rp = Rp

71,300.00 9,016.92 80,316.92

= = = = = =

8,122.00 8,400.00 880.00 550.00 17,952.00 98,268.92

Rp Rp Rp Rp Rp Rp

= Rp = Rp = Rp

32,292.00 9,016.92 41,308.92

= = = = = =

8,122.00 8,400.00 880.00 550.00 17,952.00 59,260.92

Rp Rp Rp Rp Rp Rp

Halaman : 105


13 1 m2 Pasang PAVING STONE Warna merah TYPE segi enam EX Dinoyo Bahan An. SNI ( Revisi ) 1407.600 26 Bj Paving type "Ssgi ENA @ R 0.121 m3 Pasir urug 10 Cm. @R 74,520.00 Sub total : Upah An. SNI ( Revisi ) 0.248 Oh Pekerja @R 32,750.00 0.200 Oh Tukang batu @R 42,000.00 0.020 Oh Kepala tukang @R 44,000.00 0.010 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

/ UPS. tebal 8 Cm = Rp = Rp = Rp

36,597.60 9,016.92 45,614.52

= = = = = =

Rp Rp Rp Rp Rp Rp

8,122.00 8,400.00 880.00 550.00 17,952.00 63,566.52

= = = =

Rp Rp Rp Rp

70,000.00 4,534.22 1,450.00 75,984.22

= Rp = Rp

6,550.00 6,300.00

PEKERJAAN KANSTIN / SKERB. 1

1 m1 Pasang KANSTIN / SKERB Model lengkung Uk. 50 x 18 x 30 Cm. Bahan An. SNI ( Revisi ) @R 35,000.00 2 Bj Skreb lengkung 0.050 m3 Pasir pasang @R 90,684.40 1.000 Ls Spesi utk sambungan @ R 1,450.00 Sub total : Upah An. SNI ( Revisi ) 0.200 Oh Pekerja @R 32,750.00 0.150 Oh Tukang batu @R 42,000.00

80111

18502


1

@R @R

44,000.00 55,000.00 Sub total : Total upah+bahan :

1 m1 Pasang KANSTIN / SKERB Model lurus Uk. 8 x 40 x 20 Cm. Bahan An. SNI ( Revisi ) @R 27,500.00 3 Bj skerb" 0.030 m3 Pasir pasang @R 829.84 1.000 Ls Spesi utk sambungan @ R 1,250.00 Sub total : Upah An. SNI ( Revisi ) 0.200 Oh Pekerja @R 32,750.00 0.150 Oh Tukang batu @R 42,000.00 0.015 Oh Kepala tukang @R 44,000.00 0.008 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

= = = =

Rp Rp Rp Rp

660.00 440.00 13,950.00 89,934.22

= = = =

Rp Rp Rp Rp

68,750.00 24.90 1,250.00 70,024.90

= = = = = =

Rp Rp Rp Rp Rp Rp

6,550.00 6,300.00 660.00 440.00 13,950.00 83,974.90

Halaman : 106


PEKERJAAN GEBALAN RUMPUT 1

1 m2 Penanaman Rumput LAMUR. Bahan An. SNI ( Revisi ) @R 1 m2 Rumput lamur 0.030 m3 T nh humus + pupuk ka @ R Upah An. SNI ( Revisi ) 0.060 Oh Pekerja 0.015 Oh Tukang batu 0.008 Oh Mandor

2

3

@R @R @R

32,750.00 42,000.00 55,000.00 Sub total : Total upah+bahan :

1 m2 Penanaman Rumput GAJAH. Bahan An. SNI ( Revisi ) @R 1 m2 Rumput gajah. 0.030 m3 T nh humus + pupuk ka @ R Upah An. SNI ( Revisi ) 0.060 Oh Pekerja 0.015 Oh Tukang batu 0.008 Oh Mandor

1,965.00 630.00 440.00 3,035.00 17,635.00

14,000.00 = Rp 70,000.00 = Rp = Rp Sub total :

14,000.00 2,100.00 16,100.00


@R @R @R

= = = = =

12,500.00 2,100.00 14,600.00

Rp Rp Rp Rp Rp

@R @R @R

1 m2 Penanaman Rumput JEPANG. Bahan An. SNI ( Revisi ) @R 1 m2 Rumput jepang. 0.030 m3 T nh humus + pupuk ka @ R Upah An. SNI ( Revisi ) 0.060 Oh Pekerja 0.015 Oh Tukang batu 0.008 Oh Mandor

12,500.00 = Rp 70,000.00 = Rp = Rp Sub total :

Rp Rp Rp Rp Rp

1,965.00 630.00 440.00 3,035.00 19,135.00

18,000.00 = Rp 70,000.00 = Rp = Rp Sub total :

18,000.00 2,100.00 20,100.00


= = = = =

= = = = =

Rp Rp Rp Rp Rp

1,965.00 630.00 440.00 3,035.00 23,135.00


Halaman : 107

0

DIHAPUS 11.380 11.3800

11 11

11 11

11.380 11.3800

11.380 11.3800

9 9

9 9 7718

9 9

9 9

2

5

7

3

19

4

10 # 3

12

PEKERJAAN KUNCI DAN DAN KACA 1. 1 buah buah pasang pasang kunci kunci tanam tanam anti antik k Bahan An. SNI ( Revisi ) 6.1.1 1.000 Bh Kunci tanam antik

@R

110,400.00 = Rp Rp = Rp Sub total :

Upah An. SNI ( Revisi ) 6.1.2 0.060 Oh Pek erja 0.600 Oh Tuk ang kayu 0.060 Oh Kepala tukang 0.005 Oh O h Ma M andor

@R @R @R @R

= Rp = Rp = Rp Rp = Rp = Rp = Rp

1, 965 . 0 0 25,200.00 2, 64 0. 0 0 275 . 00 30,080.00 140,480.00


82, 800. 0 0 82,800.00

32, 7 5 0. 0 0 42 , 00 0. 0 0 44, 00 0. 00 55 , 00 0. 00 Sub total : To Total upah+bahan :

2. 1 buah pasang kunci tanam tanam biasa biasa 2 X PUTAR. PUTAR. Bahan An. SNI ( Revisi ) 6.2.1 1.000 Bh Kunci tanam biasa @R Upah An. SNI ( Revisi ) 6.2.2 0.060 Oh Pek erja 0.600 Oh Tuk ang kayu 0.060 Oh Kepala tukang 0.005 Oh O h Ma M andor

@R @R @R @R

= Rp = Rp = Rp Rp = Rp = Rp = Rp

1, 965 . 0 0 25,200.00 2, 64 0. 0 0 275 . 00 30,080.00 112,880.00

@R


58, 4 20. 0 0 58,420.00

@R @R @R @R


1 63 . 75 21,000.00 220 . 0 0 13 7 . 50 21,521.25 79,941.25

@R

47,610.00 = Rp Rp Sub total : = Rp

47 , 610. 0 0 47,610.00

@R @R @R @R


1 63 . 75 21,000.00 220 . 0 0 1 3 . 75 21,397.50 69,007.50

5. 1 buah buah pasan pasang g engsel engsel pint pintu u Bahan An. SNI ( Revisi ) 6.5.1 1.000 Bh Engsel pintu

@R


15, 4 10. 0 0 15,410.00

Upah An. SNI ( Revisi ) 6.5.2 0.015 O h Pe P ek erja

@R

3. 1 buah buah pasang pasang kunc kuncii tanam tanam KM/WC KM/WC Bahan An. SNI ( Revisi ) 6.3.1 1.000 Bh Kunci tanam KM/W C Upah An. SNI ( Revisi ) 6.3.2 0.005 O h Pe P ek erja 0.500 Oh Tuk ang kayu 0.005 Oh Kepala tukang 0.0025 Oh Ma M andor

4. 1 buah buah pasang pasang kunc kuncii silinde silinder r Bahan An. SNI ( Revisi ) 6.4.1 1.000 Bh Kunci silinder Upah An. SNI ( Revisi ) 6.4.2 0.005 O h Pe P ek erja 0.500 Oh Tuk ang kayu 0.005 Oh Kepala tukang ###### Oh Ma Mandor

32, 7 5 0. 0 0 42 , 00 0. 0 0 44, 00 0. 00 55 , 00 0. 00 Sub total : To Total upah+bahan :

11 0, 40 0. 0 0 110,400.00

32, 7 5 0. 0 0 42 , 00 0. 0 0 44, 00 0. 00 55, 0 0 0. 00 Sub total : To Total upah+bahan :

32, 7 5 0. 0 0 42 , 00 0. 0 0 44, 00 0. 00 5 5, 0 0 0 . 00 Sub total : To Total upah+bahan :

32,750.00 = Rp

0.150 Oh Tuk ang kayu 0.015 Oh Kepala tukang ### # # # O h M Ma andor

6. 1 buah pasang pasang engse engsell jendela jendela kupu-kup kupu-kupu u Bahan An. SNI ( Revisi ) 6.6.1 1.000 Bh Engsel jendela Upah An. SNI ( Revisi ) 6.6.2 0.010 O h Pe P ek erja

4 91 . 25 Halaman : 108

D:\Budi D:\Budi\DataBudi\ANALISA-07A\SNI.07-A.wk4\2007.

@R @R @R

42 , 00 0. 0 0 44, 00 0. 00 5 5, 0 0 0 . 00 Sub total : To Total upah+bahan :


6, 300 . 0 0 660 . 0 0 4 1 . 25 7,492.50 22,902.50

@R

7,562.40 = Rp = Rp Sub total :

7, 5 62. 4 0 7,562.40

@R

32,750.00 = Rp

3 27 . 50


7. 1 buah pasang engsel angin Bahan An. SNI ( Revisi ) 6.7.1 1.000 Bh Engsel angin Upah An. SNI ( Revisi ) 6.7.2 0.010 Oh Pekerja 0.100 Oh Tukang kayu 0.010 Oh Kepala tukang 0.001 Oh Mandor

8


@R

1 buah pasang door closer Bahan An. SNI ( Revisi ) 6.10.1 1.000 Bh Door closer Upah An. SNI ( Revisi ) 6.10.2 0.050 Oh Pekerja 0.500 Oh Tukang kayu 0.050 Oh Kepala tukang 0.0025 Oh Mandor

Rp Rp Rp Rp Rp

4,200.00 440.00 27.50 4,995.00 12,557.40

6,976.36 = Rp Sub total : = Rp

6,976.36 6,976.36

@R @R @R @R


1 buah pasang kait angin sikutan YANG BAIK Bahan An. SNI ( Revisi ) 6.9.1 1.000 Bh Kait angin @R Upah An. SNI ( Revisi ) 6.9.2 0.015 Oh Pekerja 0.150 Oh Tukang kayu 0.015 Oh Kepala tukang ###### Oh Mandor

9

@R @R @R

Rp Rp Rp Rp Rp Rp

327.50 4,200.00 440.00 27.50 4,995.00 11,971.36

16,399.00 = Rp Sub total : = Rp

16,399.00 16,399.00

@R @R @R @R


@R

= = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

491.25 6,300.00 660.00 41.25 7,492.50 23,891.50

187,000.00 = Rp Sub total : = Rp

187,000.00 187,000.00

@R @R @R @R


= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

1,637.50 21,000.00 2,200.00 137.50 24,975.00 211,975.00

10 1 buah pasang kunci selot kuningan panjang 25 Cm Bahan An. SNI ( Revisi ) 6.11.1 1.000 Bh Kunci selot @R 100,510.00 = Rp Sub total : = Rp

100,510.00 100,510.00 Halaman : 109



@R @R @R @R


Rp Rp Rp Rp Rp Rp

655.00 8,400.00 880.00 55.00 9,990.00 110,500.00

= Rp = Rp

53,820.00 53,820.00

= = = = = =

Rp Rp Rp Rp Rp Rp

655.00 8,400.00 880.00 55.00 9,990.00 63,810.00

14,674.00 = Rp Sub total : = Rp

14,674.00 14,674.00

11 1 buah pasang kunci selot kuningan panjang 15 Cm Bahan An. SNI ( Revisi ) 6.11.1 1.000 Bh Kunci selot @R 53,820.00 Sub total : Upah An. SNI ( Revisi ) 6.11.2 0.020 Oh Pekerja @R 32,750.00 0.200 Oh Tukang kayu @R 42,000.00 0.020 Oh Kepala tukang @R 44,000.00 0.001 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan : 12 1 buah pasang kunci selot hitam panjang 25 Cm Bahan An. SNI ( Revisi ) 6.11.1 1.000 Bh Kunci selot @R Upah An. SNI ( Revisi ) 6.11.2

= = = = = =

0.020 0.200 0.020 0.001

Oh Oh Oh Oh


@R @R @R @R


13 1 buah pasang kunci selot hitam panjang 15 Cm Bahan An. SNI ( Revisi ) 6.11.1 1.000 Bh Kunci selot @R Upah An. SNI ( Revisi ) 6.11.2 0.020 Oh Pekerja 0.200 Oh Tukang kayu 0.020 Oh Kepala tukang 0.001 Oh Mandor

655.00 8,400.00 880.00 55.00 9,990.00 24,664.00

16,872.80 = Rp Sub total : = Rp

16,872.80 16,872.80


14 1 buah pasang pegangan pintu/door holder Bahan An. SNI ( Revisi ) 6.12.1 1.000 Bh Door holder @R Upah An. SNI ( Revisi ) 6.12.2 0.050 Oh Pekerja 0.500 Oh Tukang kayu 0.050 Oh Kepala tukang 0.0025 Oh Mandor

Rp Rp Rp Rp Rp Rp

@R @R @R @R

= = = = = =

Rp Rp Rp Rp Rp Rp

655.00 8,400.00 880.00 55.00 9,990.00 26,862.80

100,740.00 = Rp Sub total : = Rp

100,740.00 100,740.00

@R @R @R @R


= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

Halaman : 110


15 1 buah pasang door stop Bahan An. SNI ( Revisi ) 6.13.1 1.000 Bh Door stop Upah An. SNI ( Revisi ) 6.13.2 0.010 Oh Pekerja 0.100 Oh Tukang kayu 0.010 Oh Kepala tukang 0.0005 Oh Mandor

16 1 buah pasang rel pintu dorong Bahan An. SNI ( Revisi ) 6.14.1 1.000 Bh Rel pintu dorong Upah An. SNI ( Revisi ) 6.14.2 0.060 Oh Pekerja 0.600 Oh Tukang kayu 0.060 Oh Kepala tukang 0.003 Oh Mandor

17 1 buah pasang kunci lemari Bahan An. SNI ( Revisi ) 6.15.1 1.000 Bh Kunci lemari Upah An. SNI ( Revisi ) 6.15.2 0.025 Oh Pekerja 0.250 Oh Tukang kayu 0.025 Oh Kepala tukang ###### Oh Mandor

18 1 m2 pasang kaca, tebal 3 mm Bahan An. SNI ( Revisi ) 6.16.1 1.100 m2 Kaca tebal 3 mm

1,637.50 21,000.00 2,200.00 137.50 24,975.00 125,715.00

@R

21,250.00 = Rp Sub total : = Rp

@R @R @R @R


@R

Rp Rp Rp Rp Rp Rp

327.50 4,200.00 440.00 27.50 4,995.00 26,245.00

115,000.00 = Rp Sub total : = Rp

115,000.00 115,000.00

@R @R @R @R


@R

@R @R @R @R

Rp Rp Rp Rp Rp Rp

1,965.00 25,200.00 2,640.00 165.00 29,970.00 144,970.00

6,440.00 = Rp Sub total : = Rp

6,440.00 6,440.00


@R

= = = = = =

21,250.00 21,250.00

= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

818.75 10,500.00 1,100.00 68.75 12,487.50 18,927.50

37,306.00 = Rp

41,036.60

Sub total :


@R @R @R @R


= Rp

41,036.60

= = = = = =

Rp Rp Rp Rp Rp Rp

491.25 6,300.00 660.00 41.25 7,492.50 48,529.10

19 1 m2 pasang kaca, tebal 5 mm Bahan An. SNI ( Revisi ) 6.17.1 1.100 m2 Kaca tebal 5 mm

@R

56,396.00 = Rp Sub total : = Rp

62,035.60 62,035.60

Upah An. SNI ( Revisi ) 6.17.2 0.015 Oh Pekerja 0.150 Oh Tukang kayu

@R @R

32,750.00 = Rp 42,000.00 = Rp

491.25 6,300.00 Halaman : 111


0.015 Oh Kepala tukang ###### Oh Mandor

20 1 m2 pasang kaca, rayben 5 mm Bahan An. SNI ( Revisi ) 6.18.1 1.100 m2 Kaca tebal 8 mm Upah An. SNI ( Revisi ) 6.18.2 0.0150 Oh Pekerja 0.1500 Oh Tukang kayu 0.0150 Oh Kepala tukang 0.0008 Oh Mandor

@R @R

44,000.00 55,000.00 Sub total : Total upah+bahan :

@R

Rp Rp Rp Rp

660.00 41.25 7,492.50 69,528.10

65,090.00 = Rp Sub total : = Rp

71,599.00 71,599.00

@R @R @R @R


21 1 m2 pasang kaca buram, tebal 5 mm Bahan An. SNI ( Revisi ) 6.19.1 1.100 m2 Kaca buram

@R


@R @R @R @R

Rp Rp Rp Rp Rp Rp

491.25 6,300.00 660.00 41.25 7,492.50 79,091.50

91,080.00 = Rp Sub total : = Rp

100,188.00 100,188.00


22 1 m2 pasang kaca cermin, tebal 5 mm Bahan An. SNI ( Revisi ) 6.20.1 1.100 m2 Kaca cermin

@R


@R @R @R @R

= = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

818.75 10,500.00 1,100.00 68.75 12,487.50 112,675.50

126,500.00 = Rp Sub total : = Rp

139,150.00 139,150.00


= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

491.25 6,300.00 660.00 41.25 7,492.50 146,642.50

361,790.00 361,790.00

23 1 m2 pasang kaca cermin, tebal 6 mm Bahan An. SNI ( Revisi ) 6.21.1 1.100 m2 Kaca cermin

@R

328,900.00 = Rp Sub total : = Rp


@R @R @R @R

32,750.00 42,000.00 44,000.00 55,000.00

= = = =

Rp Rp Rp Rp

491.25 6,300.00 660.00 41.25


= Rp = Rp

Halaman : 112

D:\BudiD:\Budi\DataBudi\ANALISA-07A\SNI.07-A.wk4\2007.

24 1 m2 pasang kaca painting / gambar, tebal 5 mm Bahan An. SNI ( Revisi ) 6.23.1 1.100 m2 Kaca wireglass @R Upah An. SNI ( Revisi ) 6.23.2 0.015 Oh Pekerja 0.150 Oh Tukang kayu 0.015 Oh Kepala tukang ###### Oh Mandor

25 1 m2 pasang kaca patri, tebal 5 mm Bahan An. SNI ( Revisi ) 6.24.1 1.100 m2 Kaca patri Upah An. SNI ( Revisi ) 6.24.2 0.015 Oh Pekerja 0.150 Oh Tukang kayu 0.015 Oh Kepala tukang ###### Oh Mandor

D:\BudiD:\Budi\DataBudi\ANALISA-07A\SNI.07-A.wk4\2007.

7,492.50 369,282.50

192,280.00 = Rp Sub total : = Rp

@R @R @R @R


@R

@R @R @R @R

Rp Rp Rp Rp Rp Rp

491.25 6,300.00 660.00 41.25 7,492.50 219,000.50

325,000.00 = Rp Sub total : = Rp

357,500.00 357,500.00


= = = = = =

211,508.00 211,508.00

= = = = = =

Rp Rp Rp Rp Rp Rp

491.25 6,300.00 660.00 41.25 7,492.50 364,992.50

Halaman : 113

2

5

7 3

19

4

10 1

3

12

PEKERJAAN SANITAIR 1. Memasang 1 buah kloset duduk/monoblok Bahan An. SNI ( Revisi ) 6.1.1 1.000 Bh Kloset duduk/monoblok @ R 6.000 % Perlengkapan CLOSED Upah An. SNI ( Revisi ) 6.1.2 3.300 Oh Pekerja 1.100 Oh Tukang batu 0.001 Oh Kepala tukang 0.1600 Oh Mandor

814,660.00 = Rp = Rp = Rp Sub total :

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

108,075.00 48,400.00 44.00 8,800.00 165,319.00 1,028,858.60


111,320.00 4,979.04 906.84 117,205.88

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

32,750.00 66,000.00 6,600.00 8,800.00 114,150.00 231,355.88

82,800.00 300.00 829.84 90,684.40

= = = = =

Rp Rp Rp Rp Rp

82,800.00 2,100.00 4,979.04 906.84 7,985.88

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

32,750.00 66,000.00 13,200.00 6,050.00 118,000.00 125,985.88

203,669.60 = Rp Rp 829.84 = Rp 90,684.40 = Rp = Rp Sub total :

203,669.60 61,100.88 4,979.04 90,684.40 360,433.92


2. Memasang 1 buah kloset jongkok porselen Bahan An. SNI ( Revisi ) 6.2.1 1.000 Bh Kloset jongkok porselen @ R 6.000 Kg Semen portland @R 0.010 m3 Pasir pasang @R Upah An. SNI ( Revisi ) 6.2.2 1.000 Oh Pekerja 1.500 Oh Tukang batu 0.150 Oh Kepala tukang 0.160 Oh Mandor


3. Memasang 1 buah kloset jongkok teraso Bahan An. SNI ( Revisi ) 6.3.1 1.000 Bh Kloset jongkok teraso 7.000 Bh Bata merah 5 x 11 x 22 6.000 Kg Semen portland 0.010 m3 Pasir pasang




4. Memasang 1 buah urinoir Bahan An. SNI ( Revisi ) 6.4.1 1.000 Bh Urinoir 30.000 % Perlengkapan urinoir 6.000 Kg Semen portland 0.010 m 3 Pasir pasang Upah An. SNI ( Revisi ) 6.4.2 1.000 Oh Pekerja 1.000 Oh Tukang batu 0.100 Oh Kepala tukang

@R @R @R

@R @R @R

= = = = = =

32,750.00 = Rp 44,000.00 = Rp 44,000.00 = Rp

32,750.00 44,000.00 4,400.00 Halaman : 114


0.100 Oh Mandor

814,660.00 48,879.60 863,539.60

@R

55,000.00 = Rp Sub total : = Rp Total upah+bahan : = Rp

5. Memasang 1 buah wastafel Bahan An. SNI ( Revisi ) 6.5.1 1.000 Bh Wastafel @R 12.000 % Perlengkapan washtafel 6.000 Kg Semen portland @R 0.010 m 3 Pasir pasang @R

365,000.00 = = 829.84 = 90,684.40 = = Sub total :

Rp Rp Rp Rp Rp

5,500.00 86,650.00 447,083.92

365,000.00 43,800.00 4,979.04 90,684.40 504,463.44


@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

6,550.00 63,800.00 6,600.00 5,500.00 82,450.00 586,913.44


75,000.00 4,979.04 90,684.40 170,663.44

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

68,775.00 33,000.00 3,080.00 6,050.00 110,905.00 281,568.44

= Rp = Rp = Rp

145,000.00 26,100.00 171,100.00

= = = = = =

Rp Rp Rp Rp Rp Rp

58,950.00 118,800.00 23,760.00 6,050.00 207,560.00 378,660.00

8. Memasang 1 buah bak mandi batu bata volume 0.3 m3 Bahan An. SNI ( Revisi ) 6.8.1 0.400 m3Batu bata @R 300.00 = Rp ###### Kg Semen portland @R 829.84 = Rp 0.300 m3Pasir pasang @R 90,684.40 = Rp ###### Bh Porselen ( 11x11 ) cm @ R 460.00 = Rp 6.000 Kg Semen nat @R 1,000.00 = Rp = Rp Sub total :

120.00 99,580.80 27,205.32 165,600.00 6,000.00 198,805.32


6. Memasang 1 buah bak mandi teraso volume 0.3 m3 Bahan An. SNI ( Revisi ) 6.6.1 1.000 Bh Bak teraso @R 6.000 Kg Semen portland @R 0.010 m 3 Pasir pasang @R Upah An. SNI ( Revisi ) 6.6.2 2.100 Oh Pekerja 0.750 Oh Tukang batu 0.070 Oh Kepala tukang 0.110 Oh Mandor


7. Memasang 1 buah bak mandi fiberglass volume 0.3 m3 Bahan An. SNI ( Revisi ) 6.7.1 1.000 Bh Bak fiberglass @R 145,000.00 18.000 % Perlengkapan bak fiber Sub total : Upah An. SNI ( Revisi ) 6.7.2 1.800 Oh Pekerja @R 32,750.00 2.700 Oh Tukang batu @R 44,000.00 0.540 Oh Kepala tukang @R 44,000.00 0.110 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

= = = = = =

= = = = = =

Halaman : 115



@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

196,500.00 132,000.00 13,200.00 16,500.00 358,200.00 557,005.32

1,250,000.00 = Rp = Rp = Rp Sub total :

1,250,000.00 250,000.00 1,500,000.00

32,750.00 44,000.00 44,000.00 55,000.00

0.00 3,300.00 33,000.00 13,750.00 50,050.00 1,550,050.00


9. Memasang 1 buah badtub porselen KIA ; INA ; Toto Bahan An. SNI ( Revisi ) 6.9.1 1.000 m3Badkip @R 20.000 % Perlengkapan badkip Upah An. SNI ( Revisi ) 6.9.2 0.000 Oh Pekerja 0.075 Oh Tukang batu 0.750 Oh Kepala tukang 0.250 Oh Mandor


9. Memasang 1 buah badtub fiber glass. Bahan An. SNI ( Revisi ) 6.9.1 1.000 m3Badkip 20.000 % Perlengkapan badkip

@R

= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

575,000.00 = Rp = Rp

575,000.00 115,000.00

=

Rp

690,000.00

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

0.00 3,300.00 33,000.00 13,750.00 50,050.00 740,050.00

345,000.00 8,740.00 2,622,000.00 37,195.60

= = = = = =

Rp Rp Rp Rp Rp Rp

310,500.00 1,573,200.00 655,500.00 185,978.00 15,000.00 2,740,178.00

= = = = = =

Rp Rp Rp Rp Rp Rp

114,625.00 198,000.00 39,600.00 49,500.00 401,725.00 3,141,903.00

11. Memasang 1 buah bak mandi fiberglass volume 1 m3 air Bahan An. SNI ( Revisi ) 6.11.1 1.000 Bh Bak fiberglass @R 13,340.00 = Rp 12.000 % Perlengkapan bak fiber = Rp = Rp Sub total :

13,340.00 1,600.80 14,940.80

Sub total :



10. Membuat 1 buah bak beton volume 1 m3 air Bahan An. SNI ( Revisi ) 6.10.1 0.900 m3Beton 1 : 1.5 : 2.5 @R ###### Kg Besi beton @R 0.250 m3Kayu cetakan @R 5.000 m2Keramic 20 x 25 @R 1.000 Ls Perlengkapan

Sub total :


@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00


Halaman : 116



@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

98,250.00 198,000.00 39,600.00 49,500.00 385,350.00 400,290.80

24,288.00 300.00 829.84 90,684.40 74,520.00

= = = = = =

Rp Rp Rp Rp Rp Rp

26,716.80 8.10 3,252.97 5,894.49 1,788.48 37,660.84

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

4,585.00 3,080.00 308.00 385.00 8,358.00 46,018.84

29,578.00 300.00 829.84 90,684.40 74,520.00

= = = = = =

Rp Rp Rp Rp Rp Rp

32,535.80 165.00 8,547.35 5,531.75 5,141.88 51,921.78

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

12,445.00 8,360.00 836.00 1,045.00 22,686.00 74,607.78


14. Memasang 1 m' pipa beton, Ø 15 - 20 cm Bahan An. SNI ( Revisi ) 6.14.1 1.100 Bh Pipa beton 0.027 m3Batu bata 3.920 Kg Semen portland 0.065 m3Pasir pasang 0 m3 Pasir urug

@R @R @R @R @R Sub total :



15. Memasang 1 m' pipa beton, Ø 30 - 100 cm Bahan An. SNI ( Revisi ) 6.15.1 1.100 Bh Pipa beton 0.550 m3Batu bata 10.300 Kg Semen portland 0.061 m3Pasir pasang 0 m3 Pasir urug

@R @R @R @R @R Sub total :



16. Memasang 1 buah bak kontrol pas. batu bata ( 30x30 ) cm, tinggi 35 cm Bahan An. SNI ( Revisi ) 6.16.1 0.145 m3Batu bata @R 300.00 44.000 Kg Semen portland @R 829.84 0.070 m3Pasir pasang @R 90,684.40 0.070 m3Batu kerikil @R 137,126.00 1.600 Kg Besi beton @R 8,740.00 0.060 m3 Pasir beton @R 93,610.00 Sub total : Upah An. SNI ( Revisi ) 6.16.2 0.167 Oh Pekerja @R 32,750.00 1.015 Oh Tukang batu @R 44,000.00 0.0015 Oh Kepala tukang @R 44,000.00 0.016 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

= = = = = = =


43.50 36,512.96 6,347.91 9,598.82 13,984.00 5,616.60 72,103.79

= = = = = =

Rp Rp Rp Rp Rp Rp

5,458.33 44,660.00 66.00 880.00 51,064.33 123,168.12 Halaman : 117


17. Memasang 1 buah bak kontrol pas. batu bata ( 45x45 ) cm, tinggi 50 cm Bahan An. SNI ( Revisi ) 6.17.1 0.250 m3Batu bata @R 300.00 77.000 Kg Semen portland @R 829.84 0.130 m3Pasir pasang @R 90,684.40 0.020 m3Batu kerikil @R 137,126.00 2.600 Kg Besi beton @R 8,740.00 0.090 m3 Pasir beton @R 93,610.00 Sub total : Upah An. SNI ( Revisi ) 6.17.2 1.420 Oh Pekerja @R 32,750.00 0.470 Oh Tukang batu @R 44,000.00 0.047 Oh Kepala tukang @R 44,000.00 0.071 Oh Mandor @R 55,000.00 Sub total : Total upah+bahan :

= = = = = = =


75.00 63,897.68 11,788.97 2,742.52 22,724.00 8,424.90 109,653.07

= = = = = =

Rp Rp Rp Rp Rp Rp

46,505.00 20,680.00 2,068.00 3,905.00 73,158.00 182,811.07

= = = = = = =


111.30 94,601.76 16,685.93 4,525.16 42,389.00 11,233.20 169,546.35

= = = = = = =


70,740.00 31,680.00 3,168.00 5,940.00 4,400.00 115,928.00 285,474.35

@R

16,000.00 = Rp = Rp = Rp Sub total :

19,200.00 5,600.00 24,800.00

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

1,768.50 3,960.00 396.00 1,485.00 7,609.50 32,409.50

20,067.50 = Rp = Rp = Rp Sub total :

24,081.00 7,023.63 31,104.63

18. Memasang 1 buah bak kontrol pas. batu bata ( 60x60 ) cm, tinggi 65 cm Bahan An. SNI ( Revisi ) 6.18.1 0.371 m3Batu bata @R 300.00 ###### Kg Semen portland @R 829.84 0.184 m3Pasir pasang @R 90,684.40 0.033 m3Batu kerikil @R 137,126.00 4.850 Kg Besi beton @R 8,740.00 0.120 m3 Pasir beton @R 93,610.00 Sub total : Upah An. SNI ( Revisi ) 6.18.2 2.160 Oh Pekerja @R 32,750.00 0.720 Oh Tukang batu @R 44,000.00 0.072 Oh Kepala tukang @R 44,000.00 0.108 Oh Mandor @R 55,000.00 0.100 Oh Tukang gali @R 44,000.00 Sub total : Total upah+bahan : 19. Memasang 1 m' pipa galvanis ø 1/2" Bahan An. SNI ( Revisi ) 6.19.1 1.200 m' Pipa galvanis 35 % Perlengkapan Upah An. SNI ( Revisi ) 6.19.2 0.054 Oh Pekerja 0.090 Oh Tukang batu 0.009 Oh Kepala tukang 0.027 Oh Mandor


20. Memasang 1 m' pipa galvanis ø 3/4" Bahan An. SNI ( Revisi ) 6.20.1 1.200 m' Pipa galvanis 35 % Perlengkapan

@R

= = = = = =

Halaman : 118



@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

1,768.50 3,960.00 396.00 1,485.00 7,609.50 38,714.13

26,450.00 = Rp = Rp Sub total : = Rp

31,740.00 9,257.50 40,997.50


21. Memasang 1 m' pipa galvanis ø 1" Bahan An. SNI ( Revisi ) 6.21.1 1.200 m' Pipa galvanis 35 % Perlengkapan Upah An. SNI ( Revisi ) 6.21.2 0.054 Oh Pekerja 0.090 Oh Tukang batu 0.009 Oh Kepala tukang 0.027 Oh Mandor

@R

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

1,768.50 3,960.00 396.00 1,485.00 7,609.50 48,607.00

50,105.50 = Rp = Rp Sub total : = Rp

60,126.60 17,536.93 77,663.53


22. Memasang 1 m' pipa galvanis ø 1,25" Bahan An. SNI ( Revisi ) 6.22.1 1.200 m' Pipa galvanis 35 % Perlengkapan Upah An. SNI ( Revisi ) 6.22.2 0.108 Oh Pekerja 0.180 Oh Tukang batu 0.018 Oh Kepala tukang 0.0054 Oh Mandor

@R

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00


@R

3,537.00 7,920.00 792.00 297.00 12,546.00 90,209.53

67,275.00 = Rp = Rp Sub total : = Rp

80,730.00 23,546.25 104,276.25

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Upah An. SNI ( Revisi ) 6.24.2 0.135 Oh Pekerja 0.225 Oh Tukang batu

@R

@R @R

= = = = = =

Rp Rp Rp Rp Rp Rp

3,537.00 7,920.00 792.00 297.00 12,546.00 116,822.25

91,333.00 = Rp = Rp Sub total : = Rp

109,599.60 31,966.55 141,566.15


24. Memasang 1 m' pipa galvanis ø 3" Bahan An. SNI ( Revisi ) 6.24.1 1.200 m' Pipa galvanis 35 % Perlengkapan

= = = = = =

Rp Rp Rp Rp Rp Rp


23. Memasang 1 m' pipa galvanis ø 2" Bahan An. SNI ( Revisi ) 6.23.1 1.200 m' Pipa galvanis 35 % Perlengkapan

= = = = = =

= = = = = =

32,750.00 = Rp 44,000.00 = Rp

Halaman : 119



25. Memasang 1 m' pipa PVC tipe AW ø 1/2" Bahan An. SNI ( Revisi ) 6.25.1 1.200 m ' Pipa PVC 35 % Perlengkapan Upah An. SNI ( Revisi ) 6.25.2

4,421.25 9,900.00

@R @R

44,000.00 = Rp 55,000.00 = Rp Sub total : = Rp Total upah+bahan : = Rp

@R

10,541.59 = Rp = Rp Sub total : = Rp

990.00 374.00 15,685.25 157,251.40

12,649.91 3,689.56 16,339.46

0.036 0.060 0.006 0.0018

Oh Pekerja Oh Tukang batu Oh Kepala tukang Oh Mandor

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

1,179.00 2,640.00 264.00 99.00 4,182.00 20,521.46

6,837.90 = Rp = Rp = Rp

8,205.48 2,393.27 10,598.75


26. Memasang 1 m' pipa PVC tipe AW ø 3/4" Bahan An. SNI ( Revisi ) 6.26.1 1.200 m' Pipa PVC 35 % Perlengkapan

@R Sub total :


@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

1,179.00 2,640.00 264.00 99.00 4,182.00 14,780.75

9,085.00 = Rp = Rp = Rp

10,902.00 3,179.75 14,081.75


27. Memasang 1 m' pipa PVC tipe AW ø 1" Bahan An. SNI ( Revisi ) 6.27.1 1.200 m' Pipa PVC 35 % Perlengkapan

@R Sub total :


@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00


= = = = = =

Rp Rp Rp Rp Rp Rp

1,179.00 2,640.00 264.00 99.00 4,182.00 18,263.75

@R

13,225.00 = Rp = Rp = Rp Sub total :

15,870.00 4,628.75 20,498.75

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

1,179.00 2,640.00 264.00 99.00 4,182.00 24,680.75


28 Memasang 1 m' pipa PVC tipe D ø 2" Bahan An. SNI ( Revisi ) 6.29.1 1.200 m ' Pipa PVC 35 % Perlengkapan

= = = = = =


= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

Halaman : 120


29 Memasang 1 m' pipa PVC tipe D ø 3" Bahan An. SNI ( Revisi ) 6.30.1 1.200 m ' Pipa PVC 35 % Perlengkapan Upah An. SNI ( Revisi ) 6.30.2 0.036 Oh Pekerja 0.060 Oh Tukang batu 0.0060 Oh Kepala tukang 0.0018 Oh Mandor

@R

19,435.00 = Rp = Rp = Rp Sub total :

23,322.00 6,802.25 30,124.25

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

1,179.00 2,640.00 264.00 99.00 4,182.00 34,306.25

@R

84,180.00 = Rp = Rp Sub total : = Rp

101,016.00 29,463.00 130,479.00

@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

2,652.75 5,940.00 594.00 225.50 9,412.25 139,891.25


30 Memasang 1 m' pipa PVC tipe D ø 4" Bahan An. SNI ( Revisi ) 6.31.1 1.200 m' Pipa PVC 35 % Perlengkapan Upah An. SNI ( Revisi ) 6.31.2 0.081 Oh Pekerja 0.135 Oh Tukang batu 0.0135 Oh Kepala tukang 0.0041 Oh Mandor


= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

31 Memasang 1 buah bak cuci piring stainless steel Bahan An. SNI ( Revisi ) 6.33.1 1.000 Bh Bak cuci stainless steel @ R 1.000 set Water drain + assesorie @ R Upah An. SNI ( Revisi ) 6.33.2 0.030 Oh Pekerja 0.300 Oh Tukang batu 0.030 Oh Kepala tukang 0.0015 Oh Mandor

265,000.00 = Rp 75,000.00 = Rp Sub total : = Rp

265,000.00 75,000.00 340,000.00

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

982.50 13,200.00 1,320.00 82.50 15,585.00 355,585.00

115,000.00 55,000.00 829.84 90,684.40

= = = = =

Rp Rp Rp Rp Rp

115,000.00 55,001.00 849.84 90,684.45 261,535.29

32,750.00 44,000.00 44,000.00 55,000.00

= = = = = =

Rp Rp Rp Rp Rp Rp

1,637.50 22,000.00 2,200.00 137.50 25,975.00 287,510.29


32 Memasang 1 buah bak cuci piring teraso Bahan An. SNI ( Revisi ) 6.34.1 1.000 Bh Bak cuci teraso @R 1.000 set Water drain + assesorie @ R 20.000 Kg Semen portland @R 0.050 m3 Pasir pasang @R Sub total :



Halaman : 121


33 Memasang 1 buah kran ø 3/4" atau 1/2" Bahan An. SNI ( Revisi ) 6.35.1 1.000 Bh Kran air 0.025 Bh Seal tape

@R @R

35,000.00 = Rp 2,500.00 = Rp = Rp Sub total :

35,000.00 62.50 35,062.50


@R @R @R @R

32,750.00 44,000.00 44,000.00 55,000.00

Rp Rp Rp Rp Rp Rp

327.50 4,400.00 440.00 275.00 5,442.50 40,505.00

15,000.00 = Rp = Rp

15,000.00 15,000.00

32,750.00 44,000.00 44,000.00 55,000.00

327.50 4,400.00 440.00 275.00 5,442.50 20,442.50


34 Memasang 1 buah floor drain Bahan An. SNI ( Revisi ) 6.36.1 1.000 Bh Floor drain

@R Sub total :



= = = = = =

= = = = = =

Rp Rp Rp Rp Rp Rp

PEMBUATAN SEPTIKTANK UNTUK KAPASITAS 15 ORANG. ( Ukuran 1.5 X 2.5 X dalam 1.75 & resapan diameter 1.5 m dalam 2m )

Volume

13 4 3 29 1 0

Uraian pekerjaan

@R M3 Galian tanah M3Urug kembali tanah @ R M3 Pasang batu bata 1: @ R @R M2 Plesteran 1:2 @R Beton tumbuk 1 :2:3. M3 Beton bertulang 123 @ R

Harga satuan.

20,086.50 7,333.00 431,665.19 22,671.87 430,537.20 2,819,502.95

Jumlah harga

= = = = = =

Rp Rp Rp Rp Rp Rp

261,124.50 29,332.00 1,294,995.58 657,484.28 301,376.04 563,900.59

2 2 1 5 20 1

Kerikil keringan M3 Pasir saringan M' Pasang pipa besi O M' Pasang pipa PVC O Kg Ijuk Saringan Alat - alat bantu

@R @R @R @R @R @R

137,126.00 90,684.40 35,000.00 139,891.25 5,372.80 35,000.00 Jumlah


= = = = = =

Rp Rp Rp Rp Rp Rp

=

Rp

205,689.00 181,368.80 35,000.00 699,456.25 107,456.00 35,000.00 4,372,183.04

Halaman : 122

Standard RAB SNI2008-Konsultan

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