Rab Pagar Tipkr 15
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8/17/2019 Rab Pagar Tipkr 15
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SR13 Page 1 of 80 HS 2014
DAFTAR HARGA SATUAN UPAH TENAGA KERJA DAN BAHAN BANGUNAN
NO URAIAN NAMA/JENIS BARANG HARGA SATUAN SATUAN KETERANGAN
1 2 3 4 5
HARGA UPAH TENAGA KERJA
1 Pekerja Rp. 67,500.00 /Oh Terlatih
2 Tukang Gali, Batu, Kayu, Bei, Plu!"ing #an $at Rp. %2,500.00 /Oh Terlatih
& Kepala Tukang Rp. %7,500.00 /Oh Terlatih
' (an#)r Rp. %2,500.00 /Oh Terlatih
HARGA BAHAN BANGUNAN
A BAHAN GALIAN
1 Tanah *rug Rp. 60,000.00 /(& Tanpa +u!u
2 Batu Kali Rp. 10,000.00 /(&
& Kerikil Berih Rp. 200,000.00 /(&
' -irtu Rp. 170,000.00 /(& Butir +alu '0 !!
5 Batu pliet 2/& Rp. &50,000.00 /(& Peah (ein uary
6 Pair Paang Rp. 175,000.00 /(& Butir +alu ' !!
7 Pair Bet)n Rp. 175,000.00 /(& Butir +alu ' !!
% Pair *rug Rp. 1'5,000.00 /(& Butir +alu
B BAHAN PASANGAN
1 ir Berih Rp. 100.00 /3iter -e!ua plikai
2 -e!en P$ Rp. 1,'50.00 /Kg -e!ua plikai
& -e!en 4arna Rp. 5,750.00 /Kg
' -e!en Putih Rp. &,500.00 /Kg i '0 Kg
5 $)rnie )!p)un# Rp. 5,000.00 /Kg
6 Batu Bata -tan#ar Rp. 700.00 /Bh 5,5 11 22 !
7 Batu Bata 3)kal Rp. 600.00 /Bh ' 1% !
% Batu Bata B)l)ng Rp. %00.00 /Bh 11 11 22 !
Paing Bl)k Rp. 65,000.00 /(2
C BAHAN KERAMIK DAN BATU TEMPEL
1 Kera!ik 4arna nti -lip P)l) &0 8 &0 ! Rp. 6,500.00 /Bh
2 Kera!ik 4arna Putih &0 8 &0 ! Rp. 5,500.00 /Bh
& Kera!ik 4arna nti -lip '0 8 '0 ! Rp. 1&,500.00 /Bh
' Kera!ik 4arna '0 8 '0 ! Rp. 11,500.00 /Bh
5 Kera!ik 4arna ()ti9 nti -lip 20 20 ! Rp. &,000.00 /Bh 4arna Terang
6 Kera!ik 4arna 20 20 ! Rp. 2,700.00 /Bh 4arna Terang
7 Kuku Kera!ik Rp. 15,000.00 /(1
% Batu $an#i 15 &0 ! :;arna hita!< Rp. 10,000.00 /(2 22.2222222222
D BAHAN ZINCALUME, ALUMINIUM DAN SENG
1 Kanal Baja Ringan =inalu!e $.75 Rp. 2,000.00 /Batang -etara T-O
2 Reng Baja Ringan =inalu!e R.'5 Rp. '6,000.00 /Batang -etara T-O
& Ku#aKu#a Baja Ringan =inalu!e $.75 > Reng R.&2/'5 Rp. 15%,'00.00 /(2 -etara T-O
' Genteng (etal Berpair 0,&0 770 %00 !! :2 uun ' gel)!"ang< Rp. 72,000.00 /3"r =inalu!e
5 Genteng (etal p)l) 0,25 770 %00 !! :2 uun ' gel)!"ang< Rp. '%,000.00 /3"r =inalu!e
6 -eng Gel)!"ang -uper B?3.= 0,25 762 1%2 !! Rp. 60,000.00 /3"r -etara @u!")
7 -eng gel)!"ang B?3- 0,20 762 1%2 !! Rp. '5,000.00 /3"r -etara -;an# Bran#
% A)k ta (etal 4arna Rp. &0,000.00 /(1 =inalu!e
A)k -a!ping (etal 4arna Rp. &0,000.00 /(1 =inalu!e
10 4all lahing (etal 4arna Rp. &0,000.00 /(1 =inalu!e
11 lu!iniu! Plat 0,& &0 !! Rp. '%,000.00 /(1
12 -eng Plat B?3- 0,& &0 !! Rp. 17,500.00 /(1
1& -eng Plat B?3= 0,25 &0 !! Rp. &0,000.00 /(1
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NO URAIAN NAMA/JENIS BARANG HARGA SATUAN SATUAN KETERANGAN
1 2 3 4 5
E BAHAN KAYU, GYPSUM DAN FIBER SEMEN
1 Kayu Kualita Baik Rp. &,500,000.00 /(& -etara Kla
2 Kayu Begiting Rp. 2,500,000.00 /(& -etara Kla C
& Kayu @)lken Rp. 6,000.00 /Batang
' (ultiplek !! Rp. 1'%,500.00 /3"r
5 Triplek & !! Rp. 55,000.00 /3"r -etara nga
6 i"ere!en Plank 3e"ar &0 ! Rp. '0,000.00 /(1 -etara i"replank
7 i"ere!en Plank 3e"ar 20 ! Rp. &1,000.00 /(1 -etara GR$ Plank
% Gypu! ")ar# 122 2'2 !! Rp. 70,000.00 /3"r -etara ?aya B)ar#
i"er e!en ")ar# 122 2'2 ' !! Rp. 65,000.00 /3"r -etara ?aya B)ar#
10 Pla9)n# Gypu! B)ar# !! > Rangka +)ll); Galani '0.'0.' !! Rp. 150,000.00 /(2
11 Pla9)n# i"er -e!en B)ar# !! > Rangka +)ll); Galani '0.'0.' Rp. 1'5,000.00 /(2
12 3it Kayu Pr)Dl Rp. ',500.00 /(1
1& 3it gypu! pr)Dl Rp. 1&,&20.00 /(1
1' 3it gypu! tan#ar Rp. ,60.00 /(1
F BAHAN BESI
1 Bei Bet)n P)l) -A Rp. 12,000.00 /Kg -A
2 Bei Bet)n *lir -A Rp. 12,500.00 /Kg -A
& Bei 4 Rp. 12,500.00 /Kg
' Bei trip/"eugel * Rp. 25,000.00 /Kg
5 Ka;at kat Bei Rp. 25,000.00 /Kg
6 Paku 2 E 5 E Rp. 20,000.00 /Kg
7 Paku 1/2E 1E Rp. 25,000.00 /Kg
% Paku krup Rp. &5,000.00 /Kg
Paku eng Rp. 25,000.00 /Kg
10 )l#ing @))r Rp. 750,000.00 /(2
G BAHAN KACA DAN PENGUNCI
1 Kaa Blak Ray"an 5 !! Rp. 157,500.00 /(2 -etara ahi2 Kaa @ark Blue 5 !! Rp. 17&,250.00 /(2 -etara ahi
& Kaa Bening 5 !! Rp. 110,000.00 /(2 -etara ahi
' Kuni Tana! Pintu 2 -laag Rp. 1'0,000.00 /Bh
5 Kuni Tana! Pintu 1 -laag Rp. 105,000.00 /Bh
6 Fngel Pintu Kupukupu Rp. 17,500.00 /Bh
7 Fngel ?en#ela Kupukupu Rp. 10,000.00 /Bh
% Gren#el Tana! Pintu Rp. 22,000.00 /Bh
Gren#el ?en#ela Rp. 10,000.00 /Bh
10 +an#le ?en#ela Rp. 7,500.00 /Bh
11 +ak ngin ?en#ela Rp. 5,000.00 /Bh
12 @))r l)er Rp. 1&,650.00 /Bh
H BAHAN CAT
1 $at (enie Rp. 27,000.00 /Kg
2 $at @aar Kayu Rp. '5,000.00 /Kg
& $at Penutup Kayu Rp. 50,000.00 /Kg -etara Bee Bran#
' $at @aar Te!")k Rp. 20,000.00 /Kg -etara (etr)lite
5 $at Penutup Te!")k Rp. 25,000.00 /Kg -etara @ulu
6 $at =inr)!ate Rp. '6,000.00 /Kg
7 $at $)ating Rp. 55,000.00 /Kg
% (inyak Begeting Rp. 5,000.00 /3tr
(inyak $at Rp. 20,000.00 /Kg
10 3e! Kayu Rp. 25,000.00 /Kg -etara O8
11 @e!pul Kayu Rp. 15,000.00 /Kg
12 !pla Rp. 6,000.00 /3e!"ar
1& Kua Rp. 10,000.00 /Bh
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NO URAIAN NAMA/JENIS BARANG HARGA SATUAN SATUAN KETERANGAN
1 2 3 4 5
I BAHAN LISTRIK
1 ntalai 3itrik Titik pi Ka"el A 2 2,5 !! Rp. 1&5,000.00 /titik
2 ($B ' Gr)up > B) Panel 1 hae Rp. &00,000.00 /Bh @aya &200 4att
& ($B & Gr)up > B) Panel 1 hae Rp. 250,000.00 /Bh @aya &200 4att
' ($B 2 Gr)up > B) Panel Tranparan Rp. 200,000.00 /Bh @aya 1&00 4att
5 itting T3 n"); > B)la la!pu 2 20 4att Rp. %0,000.00 /Bh -etara Philip
6 itting @);n 3ight 5E > B)la 3a!pu -3 2& 4att Rp. 172,500.00 /Bh -etara Philip
7 itting @);n 3ight 'E > B)la 3a!pu -piral 2' 4att Rp. 161,000.00 /Bh -etara Philip
% itting @);n 3ight 'E > B)la 3a!pu -3 11 4att Rp. 115,000.00 /Bh -etara Philip
itting -tan#ar > B)la 3a!pu +e!at Fnergi -3 2& 4att Rp. %6,250.00 /Bh -etara Philip
10 -t)p K)ntak Rp. 22,000.00 /Bh -etara Br))
11 -aklar Tunggal/Fngkel Rp. 17,000.00 /Bh -etara Br))
12 -aklar Gan#a Rp. 25,000.00 /Bh -etara Br))
1& -aklar Triple Rp. 57,500.00 /Bh -etara Br))
J BAHAN SANITASI/PLUMBING
1 Kl)e# @u#uk > e)rie Rp. 2,250,000.00 /*nit -etara TOTO
2 Kl)e# ?)ngk)k Kera!ik Rp. 200,000.00 /Bh -etara K
& *rin)ar Rp. %2,500.00 /Bh -etara K
' 4ater -h);er Rp. %,250.00 /*nit
5 Bak ir i"er Gla Rp. &&0,000.00 /Bh
6 -aringan ir/l))r @rain Rp. 20,000.00 /Bh Platik
7 Kran ir Platik Rp. 15,000.00 /Bh Platik
% Kran ir -ink :3eher nga< Rp. 157,500.00 /Bh -tainlee -tell
Kran ir 4ahta9el Rp. 1&1,250.00 /Bh -tainlee -tell
10 -ink > e)rie Rp. 262,500.00 /*nit -tainlee -tell
11 4ahta9el > e)rie Rp. '72,500.00 /*nit Kera!ik
12 -)ap +)l#er/Te!pat -a"un Rp. 52,500.00 /Bh Kera!ik
1& Tanki ir i"er Gla 1000 3iter Rp. 1,&12,500.00 /Bh -etara Fel
1' Tanki ir i"er Gla 500 3iter Rp. %75,000.00 /Bh -etara Fel
15 -eal tape Rp. 7,&50.00 /Bh16 Pipa PC$ 4 1/2E Rp. 1%,&75.00 /Btg
17 Pipa PC$ 4 &/'E Rp. 2',150.00 /Btg
1% Pipa PC$ 4 2E Rp. 6&,000.00 /Btg
1 Pipa PC$ 4 &E Rp. 120,750.00 /Btg
20 T);er Bei 3.'0.'0.' !! Rp. 1,575,000.00 /(1
21 ?et Pu!p > ntalai 3itrik -etara Fterna 2 2,' !! Rp. &,'65,000.00 /*nit
22 (ein ir > ntalai 3itrik -etara Fterna 2 2,' !! Rp. %2,500.00 /*nit
K BAHAN ALLUMINIUM
1 Kuen llu!iniu! 4arna Original &E Rp. 10,250.00 /(1 -etara l)!ein#)
2 Kuen llu!iniu! 4arna $)klat &E Rp. 126,500.00 /(1 -etara l)!ein#)
& Kuen llu!iniu! 4arna $)klat 'E Rp. 166,750.00 /(1 -etara l)!ein#)
' @aun Pintu llu!iniu! Panil Kaa Bening 5 !! > Penguni, le"ar 0 100 $ Rp. 1,725,000.00 /*nit -etara l)!ein#)
5 @aun Pintu llu!iniu! Panil Kaa Bening 5 !! > Penguni, le"ar %0 %5 $! Rp. 1,610,000.00 /*nit -etara l)!ein#)
6 @aun Pintu llu!iniu! Panil Kaa Bura!/Bening 5 !! > Penguni, le"ar 65 Rp. 1,150,000.00 /*nit -etara l)!ein#)
7 @aun Pintu llu!iniu! Panil Kaa Bening 5 !! > Penguni, le"ar 60 $! Rp. 1,0&5,000.00 /*nit -etara l)!ein#)
% @aun Pintu $);")y llu!iniu! Panil Kaa Bening 5 !! > Penguni, le"ar %0 $! Rp. %05,000.00 /*nit -etara l)!ein#)
?en#ela $ae!ent Kaa Bening 5 !! > Penguni Rp. 1,17%,750.00 /(2 -etara l)!ein#)
10 Karet -ielent Rp. &,'50.00 /(1
11 ?en#ela $ae!ent Kaa Bening 5 !! > Penguni Rp. 1,17%,750.00 /(2 -etara l)!ein#)
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DAFTAR ANALISA BIAYA KONSTRUKSI (ABK) SNI
BANGUNAN GEDUNG DAN PERUMAHAN
KODE ANALISA DAN URAIAN PASANGAN KOOFISIENHARGA
SATUAN
ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN (ABKA! RSNI T152""2
ABKA #$4 1 M1 PENGUKURAN DAN PEMASANGAN BO%PLANK
Kayu "al)k 5/7 $( :Kla C< 0.01200 (& Rp. HH
Kayu papan &/20 $( :kla C< 0.00700 (& Rp. HH
Paku 2E 5E 0.02000 Kg Rp. 20,000.0
Pekerja 0.10000 Oh Rp. 67,500.0
Tukang 0.10000 Oh Rp. %2,500.0
Kepala tukang 0.01000 Oh Rp. %7,500.0
(an#)r 0.00500 Oh Rp. %2,500.0
ABKA #$& 1 M2 MEMBERSIHKAN LAPANGAN DAN PERATAAN
Pekerja 0.10000 Oh Rp. 67,500.0
(an#)r 0.00500 Oh Rp. %2,500.0
*ntuk 1 (& pengupaan lapian tanah perlapian 10 ! I 1 Aya*ntuk 1 (& perataan tanah galian perlapian 20 ! I 2 Aya
ANALISA BIAYA KONSTRUKSI PEKERJAAN TANAH (ABKB! SNI DT '1"""#2""
ABKB #$1 1 M3 GALIAN TANAH BIASA SEDALAM 1 METER
Pekerja 0.75000 Oh Rp. 67,500.0
(an#)r 0.02500 Oh Rp. %2,500.0
ABKB #$2 1 M3 GALIAN TANAH BIASA SEDALAM 2 METER
Pekerja 0.0000 Oh Rp. 67,500.0
(an#)r 0.0'500 Oh Rp. %2,500.0
ABKB #$4 1 M3 GALIAN TANAH KERAS SEDALAM 1 METER
Pekerja 1.00000 Oh Rp. 67,500.0
(an#)r 0.06700 Oh Rp. %2,500.0
ABKB #$# 1 M3 GALIAN TANAH LUMPUR SEDALAM 1 METER
Pekerja 1.20000 Oh Rp. 67,500.0
(an#)r 0.0'500 Oh Rp. %2,500.0
ABKB #$& 1 M3 MEMBUANG TANAH SEJAUH 3" M1
Pekerja 0.&&000 Oh Rp. 67,500.0
(an#)r 0.01000 Oh Rp. %2,500.0
ABKB #$&$) 1 M3 MEMINDAHKAN MATERIAL GALIAN C SEJAUH LEBIH DARI 15" M1 (SNI "32&352""2!
Pekerja 0.51600 Oh Rp. 67,500.0
(an#)r 0.05000 Oh Rp. %2,500.0
ABKB #$'$) 1 M3 URUGAN TANAH KEMBALI TANAH GALIAN BIASA SEDALAM 1 METER
Pekerja 0.25000 Oh Rp. 67,500.0
(an#)r 0.00%&& Oh Rp. %2,500.0
ABKB #$'$* 1 M3 URUGAN TANAH KEMBALI TANAH GALIAN BIASA SEDALAM 2 METER
Pekerja 0.&0000 Oh Rp. 67,500.0
(an#)r 0.01500 Oh Rp. %2,500.0
ABKB #$'$+ 1 M3 URUGAN TANAH KEMBALI TANAH GALIAN KERAS SEDALAM 1 METER
Pekerja 0.&&&&& Oh Rp. 67,500.0
(an#)r 0.022&& Oh Rp. %2,500.0
ABKB #$'$ 1 M3 URUGAN TANAH KEMBALI TANAH GALIAN LUMPUR SEDALAM 1 METER
Pekerja 0.'0000 Oh Rp. 67,500.0
(an#)r 0.01500 Oh Rp. %2,500.0
ABKB #$1" 1 M3 PEMADATAN TANAH PERLAPISAN 2" CM
Pekerja 0.50000 Oh Rp. 67,500.0
(an#)r 0.05000 Oh Rp. %2,500.0
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KODE ANALISA DAN URAIAN PASANGAN KOOFISIENHARGA
SATUAN
ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI (ABKC! SNI DT '1"""2""#
ABKC #$2 1 M3 PASANGAN PONDASI BATU KALI, CAMPURAN 1 PC - 4 PP
Batu Kali/"atu "elah 1.20000 (& Rp. 10,000
P)rtlan# e!ent 16&.00000 Kg Rp. 1,'50
Pair paang 0.52000 (& Rp. 175,000
Pekerja 1.50000 Oh Rp. 67,500
Tukang 0.75000 Oh Rp. %2,500Kepala tukang 0.07500 Oh Rp. %7,500
(an#)r 0.07500 Oh Rp. %2,500
ABKC #$' 1 M3 PASANGAN PONDASI BATU KOSONG (AANSTAMPING!
Batu kali/"atu "elah 1.20000 (& Rp. 10,000
Pair urug 0.'&200 (& Rp. 1'5,000
Pekerja 0.7%000 Oh Rp. 67,500
Tukang 0.&000 Oh Rp. %2,500
Kepala Tukang 0.0&00 Oh Rp. %7,500
(an#)r 0.0&00 Oh Rp. %2,500
ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING (ABKD! SNI DT '1"""'2""
ABKD #$$) 1 M2 PASANGAN 1/2 BATU BATA 1 PC - 2 PP
Batu "ata l)kal %&.00000 Bh Rp. 600
P)rtlan# e!ent 1%.5000 Kg Rp. 1,'50
Pair paang 0.0&%00 (& Rp. 175,000
Pekerja 0.&0000 Oh Rp. 67,500
Tukang 0.10000 Oh Rp. %2,500
Kepala tukang 0.01000 Oh Rp. %7,500
(an#)r 0.01500 Oh Rp. %2,500
*ntuk 1 (& I 10 nya
ABKD #$'$) 1 M2 PASANGAN 1/2 BATU BATA 1 PC - 4 PP
Batu "ata l)kal %&.00000 Bh Rp. 600
P)rtlan# e!ent 11.50000 Kg Rp. 1,'50Pair paang 0.0'&00 (& Rp. 175,000
Pekerja 0.&0000 Oh Rp. 67,500
Tukang 0.10000 Oh Rp. %2,500
Kepala tukang 0.01000 Oh Rp. %7,500
(an#)r 0.01500 Oh Rp. %2,500
*ntuk 1 (& I 10 nya
ANALISA BIAYA KONSTRUKSI PEKERJAAN PLESTERAN (ABKE! SNI DT '1""1"2""
ABKE #$2 1 M2 PLESTERAN 1 PC - 2 PP, TEBAL 15 MM
P)rtlan# e!ent 10.22'00 Kg Rp. 1,'50
Pair paang 0.02000 (& Rp. 175,000
Pekerja 0.&0000 Oh Rp. 67,500
Tukang 0.15000 Oh Rp. %2,500
Kepala tukang 0.01500 Oh Rp. %7,500
(an#)r 0.01500 Oh Rp. %2,500
ABKE #$4 1 M2 PLESTERAN 1 PC - 4 PP, TEBAL 15 MM
P)rtlan# e!ent 6.2'000 Kg Rp. 1,'50
Pair paang 0.02'00 (& Rp. 175,000
Pekerja 0.&0000 Oh Rp. 67,500
Tukang 0.15000 Oh Rp. %2,500
Kepala tukang 0.01500 Oh Rp. %7,500
(an#)r 0.01000 Oh Rp. %2,500
ABKE #$2# 1 M2 FINISHING PLESTERAN SIAR BATU KALI ,1 PC - 2 PPP)rtlan# e!ent 6.&'000 Kg Rp. 1,'50
Pair paang 0.01200 (& Rp. 175,000
Pekerja 0.&0000 Oh Rp. 67,500
Tukang 0.15000 Oh Rp. %2,500
Kepala tukang 0.01500 Oh Rp. %7,500
(an#)r 0.01000 Oh Rp. %2,500
ABKE #$2 1 M2 ACIAN PLESTERAN/BETON
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KODE ANALISA DAN URAIAN PASANGAN KOOFISIENHARGA
SATUAN
ANALISA BIAYA KONSTRUKSI PEKERJAAN KAYU (ABKF! SNI DT '1""112""
ABKF #$2 1 M3 PASANGAN KUSEN PINTU DAN JENDELA/ENTILASI KAYU SETARA KELAS II DAN III (KUALITAS BAIK
Kayu kualita "aik :etara Kla #an < 1.20000 (& Rp. H
Paku 2E 5E 1.25000 Kg Rp. 25,000
3e! kayu 1.00000 Kg Rp. 25,000
Pekerja 6.00000 Oh Rp. 67,500
Tukang 1%.00000 Oh Rp. %2,500Kepala tukang 2.00000 Oh Rp. %7,500
(an#)r 0.&0000 Oh Rp. %2,500
ABKF #$5 1 M2 PASANGAN PINTU PANIL PAPAN TEBAL BERSIH 3,5 CM
Kayu papan kualita "aik :etara Kla < 0.0'000 (& Rp. H
3e! kayu 0.50000 Kg Rp. 25,000
Pekerja 1.00000 Oh Rp. 67,500
Tukang &.00000 Oh Rp. %2,500
Kepala tukang 0.&0000 Oh Rp. %7,500
(an#)r 0.05000 Oh Rp. %2,500
ABKF #$#$) 1 M2 PASANGAN JENDELA KACA BINGKAI PAPAN, TEBAL BERSIH 2,5 CM
Kayu papan kualita "aik :etara Kla < 0.02'00 (& Rp. H
3e! kayu 0.&0000 Kg Rp. 25,000
Kaa "ening 5 !! 1.00000 (2 Rp. 110,000
Pekerja 0.%0000 Oh Rp. 67,500
Tukang 2.'0000 Oh Rp. %2,500
Kepala tukang 0.2'000 Oh Rp. %7,500
(an#)r 0.0'000 Oh Rp. %2,500
ABKF #$'$) 1 M2 PASANGAN PINTU PANIL MULTIPLEK ' MM, BINGKAI PAPAN TEBAL BERSIH 3,5 CM
Kayu papan kualita "aik :etara Kla < 0.02600 (& Rp. H
3e! kayu 0.50000 Kg Rp. 25,000
(ultiplek !! 0.&5000 3"r Rp. 1'%,500
Pekerja 0.%0000 Oh Rp. 67,500 Tukang 2.'0000 Oh Rp. %2,500
Kepala tukang 0.2'000 Oh Rp. %7,500
(an#)r 0.0'000 Oh Rp. %2,500
ABKF #$'$* 1 M2 PASANGAN PINTU PANIL KACA, BINGKAI PAPAN TEBAL BERSIH 3,5 CM
Kayu papan kualita "aik :etara Kla < 0.02600 (& Rp. H
3e! kayu 0.50000 Kg Rp. 25,000
Kaa "ening 5 !! 1.00000 (2 Rp. 110,000
Pekerja 0.%0000 Oh Rp. 67,500
Tukang 2.'0000 Oh Rp. %2,500
Kepala tukang 0.2'000 Oh Rp. %7,500
(an#)r 0.0'000 Oh Rp. %2,500
ABKF #$13 1 M3 PASANGAN KONSTRUKSI KUDAKUDA KAYU
Kayu "al)k kualita "aik :etara Kla < 1.10000 (& Rp. H
Bei trip 15.00000 Kg Rp. 25,000
Paku 2E 5E 5.60000 Kg Rp. 20,000
Pekerja '.00000 Oh Rp. 67,500
Tukang 12.00000 Oh Rp. %2,500
Kepala tukang 1.20000 Oh Rp. %7,500
(an#)r 0.20000 Oh Rp. %2,500
ABKF #$15$) 1 M3 PASANGAN KONSTRUKSI GORDING KAYU
Kayu "al)k kualita "aik :etara Kla < 1.10000 (& Rp. H
Paku 2E 5E &.00000 Kg Rp. 20,000Pekerja 2.'0000 Oh Rp. 67,500
Tukang 7.20000 Oh Rp. %2,500
Kepala tukang 0.72000 Oh Rp. %7,500
(an#)r 0.12000 Oh Rp. %2,500
ABKF #$1'$) 1 M2 PASANGAN RANGKA LANGITLANGIT PLAFOND #" 0 12" CM
Kayu kualita "aik :etara Kla < 0.01500 (& Rp. HHH
Paku "iaa 2 E 5 E 0.20000 Kg Rp. 20,000
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KODE ANALISA DAN URAIAN PASANGAN KOOFISIENHARGA
SATUAN
ABKF #$22 1 M1 PASANGAN LISTPLANK PAPAN 3 3" CM
Kayu papan kualita "aik :etara Kla < 0.01100 (& Rp. H
Paku "iaa 2E 5E 0.05000 Kg Rp. 20,000
Pekerja 0.10000 Oh Rp. 67,500
Tukang 0.20000 Oh Rp. %2,500
Kepala tukang 0.02000 Oh Rp. %7,500
(an#)r 0.00500 Oh Rp. %2,500
ABKF #$22$) 1 M1 PASANGAN FIBERSEMEN PLANK LEBAR 3" CM
i"er plank 1.10000 (1 Rp. '0,000
Paku krup 0.05000 Kg Rp. &5,000
Pekerja 0.10000 Oh Rp. 67,500
Tukang 0.20000 Oh Rp. %2,500
Kepala tukang 0.02000 Oh Rp. %7,500
(an#)r 0.00500 Oh Rp. %2,500
ABKF #$22$* 1 M1 PASANGAN FIBERSEMEN PLANK LEBAR 2" CM
i"er plank 1.10000 (1 Rp. &1,000
Paku krup 0.05000 Kg Rp. 17,500
Pekerja 0.10000 Oh Rp. 67,500
Tukang 0.20000 Oh Rp. %2,500
Kepala tukang 0.02000 Oh Rp. %7,500
(an#)r 0.00500 Oh Rp. %2,500
ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON DAN BEGISTING (ABKG! SNI DT '1"""&2""
Catatan : Bobot isi pasir = 1400 Kg/M3, Bobot isi kerikil = 1350 Kg M3, Buckling faktor pasir = 20
ABKG #$4 1 M3 BETON TUMBUK 1 PC - 3 PP - 5 KR DENGAN MUTU + ,4 M.) (K 1""!
P)rtlan# e!ent 2&0.00000 Kg Rp. 1,'50
Pair Bet)n 0.6&7%6 (& Rp. 175,000
Kerikil "erih 0.7&&57 (& Rp. 200,000
ir 200.00000 3iter Rp. 100
Pekerja 1.20000 Oh Rp. 67,500 Tukang 0.20000 Oh Rp. %2,500
Kepala tukang 0.02000 Oh Rp. %7,500
(an#)r 0.06000 Oh Rp. %2,500
ABKG #$5 1 M3 BETON TUMBUK 1 PC - 2 PP - 3 KR DENGAN MUTU + 14,5 M.) (K 15!
P)rtlan# e!ent &26.00000 Kg Rp. 1,'50
Pair paang 0.5'2%6 (& Rp. 175,000
Kerikil "erih 0.7&500 (& Rp. 200,000
ir 215.00000 3iter Rp. 100
Pekerja 1.65000 Oh Rp. 67,500
Tukang 0.27500 Oh Rp. %2,500
Kepala tukang 0.02%00 Oh Rp. %7,500
(an#)r 0.0%&00 Oh Rp. %2,500
ABKG #$ 1 M3 BETON TUMBUK 1 PC - 2 PP - 3 KR DENGAN MUTU + 1',3 M.) (K 225!
P)rtlan# e!ent &71.00000 Kg Rp. 1,'50
Pair paang 0.'%57 (& Rp. 175,000
-pliet 2/& ! 0.7'7%6 (& Rp. &50,000
ir 215.00000 3iter Rp. 100
Pekerja 1.65000 Oh Rp. 67,500
Tukang 0.27500 Oh Rp. %2,500
Kepala tukang 0.02%00 Oh Rp. %7,500
(an#)r 0.0%&00 Oh Rp. %2,500
ABKG #$1 1" KG PEMBESIAN DENGAN BESI POLOS/ULIRBei "et)n 10.50000 Kg Rp. 12,000
Ka;at "et)n 0.15000 Kg Rp. 25,000
Pekerja 0.07000 Oh Rp. 67,500
Tukang "ei 0.07000 Oh Rp. %2,500
Kepala Tukang 0.00700 Oh Rp. %7,500
(an#)r 0.00'00 Oh Rp. %2,500
*ntuk 1 Kg nya I 1/10 nya
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KODE ANALISA DAN URAIAN PASANGAN KOOFISIENHARGA
SATUAN
ABKG #$21 1 M2 PASANGAN BEGISTING UNTUK SLOOF
Kayu papan kela C 0.0'500 (& Rp. H
Paku 2E 5E 0.&0000 Kg Rp. 20,000
(inyak "egiting 0.10000 3tr Rp. 5,000
Pekerja 0.52000 Oh Rp. 67,500
Tukang kayu 0.26000 Oh Rp. %2,500
Kepala tukang 0.02600 Oh Rp. %7,500(an#)r 0.02600 Oh Rp. %2,500
ABKG #$22 1 M2 PASANGAN BEGISTING UNTUK KOLOM
Kayu papan kela C 0.0'000 (& Rp. H
Paku 2E 5E 0.'0000 Kg Rp. 20,000
(inyak "egiting 0.20000 3tr Rp. 5,000
Kayu Bal)k kela C 0.01500 (& Rp. H
(ultiplek !! 0.&5000 3"r Rp. 1'%,500
Kayu #)lken J % $( ' ! 2.00000 Btg Rp. 6,000
Pekerja 0.66000 Oh Rp. 67,500
Tukang kayu 0.&&000 Oh Rp. %2,500
Kepala tukang 0.0&&00 Oh Rp. %7,500
(an#)r 0.0&&00 Oh Rp. %2,500
ABKG #$23 1 M2 PASANGAN BEGISTING UNTUK BALOK
Kayu papan kela C 0.0'000 (& Rp. H
Paku 2E 5E 0.'0000 Kg Rp. 20,000
(inyak "egiting 0.20000 3tr Rp. 5,000
Kayu Bal)k 5/7 $( :kela C< 0.01%00 (& Rp. H
(ultiplek !! 0.&5000 3"r Rp. 1'%,500
Kayu #)lken J % $( ' ! 2.00000 Btg Rp. 6,000
Pekerja 0.66000 Oh Rp. 67,500
Tukang kayu 0.&&000 Oh Rp. %2,500
Kepala tukang 0.0&&00 Oh Rp. %7,500
(an#)r 0.0&&00 Oh Rp. %2,500
ABKG #$24 1 M2 PASANG BEGISTING UNTUK LANTAI
Kayu papan kela C 0.0'000 (& Rp. H
Paku 2E 5E 0.'0000 Kg Rp. 20,000
(inyak "egiting 0.20000 3tr Rp. 5,000
Kayu Bal)k 5/7 $( :kela C< 0.01500 (& Rp. H
(ultiplek !! 0.&5000 3"r Rp. 1'%,500
Kayu #)lken J % $( ' ! 6.00000 Btg Rp. 6,000
Pekerja 0.66000 Oh Rp. 67,500
Tukang kayu 0.&&000 Oh Rp. %2,500
Kepala tukang 0.0&&00 Oh Rp. %7,500
(an#)r 0.0&&00 Oh Rp. %2,500
ABKG #$2&$) I M3 MEMBUAT PONDASI BETON BERTULANG 1"25/1#"/1#" CM, TYPE A
HRF (2 Rp. 167,'70
Pe!"eian "a;ah J 12 12 ! > ata J 12 12 ! :BKG 6.17< HRF Kg Rp. 1',11
1.00000 (& Rp. H
ABKG #$2&$* I M3 MEMBUAT PONDASI BETON BERTULANG 1"2"/13"/13" CM, TYPE B
HRF (2 Rp. 167,'70
Pe!"eian "a;ah J 12 12 ! > ata J 12 12 ! :BKG 6.17< HRF Kg Rp. 1',11
1.00000 (& Rp. H
ABKG #$2&$+ I M3 MEMBUAT PONDASI BETON BERTULANG 15/&"/&" CM, TYPE A
HRF (2 Rp. 167,'70Pe!"eian "a;ah J 12 1' ! > ata J 12 12 ! :BKG 6.17< HRF Kg Rp. 1',11
1.00000 (& Rp. %7,560
ABKG #$2'$) 1 M3 MEMBUAT SLOOF BETON BERTULANG 13/25 CM, TYPE S1
HRF (2 Rp. 17,70
Pe!"eian 6 J 10, inin J 6 15 $( :BKG 6.17< HRF Kg Rp. 1',11
1.00000 (& Rp. %7,560
Begiting > peranah : !BK"# $%20<
Bet)n 1 L 2 L & : !BK"# $%&<
Begiting > peranah : !BK"# $%20<
Bet)n 1 L 2 L & : !BK"# $%&<
Begiting > peranah : !BK"# $%20<
Bet)n 1 L 2 L & : !BK"# $%5<
Begiting > peranah : !BK"# $%21<
Bet)n 1 L 2 L & : !BK"# $%5<
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KODE ANALISA DAN URAIAN PASANGAN KOOFISIENHARGA
SATUAN
ABKG #$3"$+ 1 M3 MEMBUAT KOLOM BETON BERTULANG 2"/2" CM, TYPE K3
HRF (2 Rp. 2%7,%60
Pe!"eian 6 J 10, inin J 6 15 $( :BKG 6.17< HRF Kg Rp. 1',11
1.00000 (& Rp. %7,560
ABKG #$3"$ 1 M3 MEMBUAT KOLOM PRAKTIS BETON BERTULANG 13/13 CM, TYPE K.
HRF (2 Rp. 2%7,%60Pe!"eian ' J 10, inin J 6 15 $( :BKG 6.17< HRF Kg Rp. 1',11
1.00000 (& Rp. %7,560
ABKG #$31$) 1 M3 MEMBUAT BALOK BETON BERTULANG 13/15 CM, TYPE B1
HRF (2 Rp. 25,&60
Pe!"eian ' J %, inin J 6 15 $( :BKG 6.17< HRF Kg Rp. 1',11
1.00000 (& Rp. %7,560
ABKG #$31$* 1 M3 MEMBUAT BALOK BETON BERTULANG 15/3" CM, TYPE B2
HRF (2 Rp. 25,&60
Pe!"eian J 16, inin J % 10/15 $( :BKG 6.17< HRF Kg Rp. 1',11
1.00000 (& Rp. %7,560
ABKG #$31$+ 1 M3 MEMBUAT BALOK BETON BERTULANG 2"/2" CM, TYPE B3
HRF (2 Rp. 25,&60
Pe!"eian ' J 10, inin J 6 15 $( :BKG 6.17< HRF Kg Rp. 1',11
1.00000 (& Rp. %7,560
ABKG #$31$ 1 M3 MEMBUAT BALOK BETON BERTULANG 13/25 CM, TYPE B4
HRF (2 Rp. 25,&60
Pe!"eian 6 J 10, inin J 6 15 $( :BKG 6.17< HRF Kg Rp. 1',11
1.00000 (& Rp. %7,560
ABKG #$33$) 1 M3 MEMBUAT PLAT BETON BERTULANG TEBAL 1" CM, PEMBESIAN SATU LAPIS (CANOPY DAN TALAN
HRF (2 Rp. &11,%60Pe!"eian J 10 10 ! :BKG 6.17< HRF Kg Rp. 1',11
1.00000 (& Rp. %7,560
ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP ATAP (ABKH! SNI$ "3343#1''4
ABKH #$32$) 1 M2 PASANGAN ATAP GENTENG METAL %ARNA POLOS (2 SUSUN 4 GELOMBANG!
Genteng !etal 0,25 770 %00 !! :2 uun ' gel)!"ang< 1.62000 3"r Rp. '%,000
Paku krup 0.20000 Kg Rp. &5,000
Pekerja 0.20000 Oh Rp. 67,500
Tukang 0.10000 Oh Rp. %2,500
Kepala tukang 0.01000 Oh Rp. %7,500
(an#)r 0.00100 Oh Rp. %2,500
ABKH #$3# 1 M1 PASANGAN NOK ATAS, SAMPING DAN %ALLFLASHING GENTENG METAL
A)k ata, a!ping #an ;allMahing genteng !etal 1.10000 (1 Rp. &0,000
Paku krup 0.05000 Kg Rp. &5,000
Pekerja 0.25000 Oh Rp. 67,500
Tukang 0.15000 Oh Rp. %2,500
Kepala tukang 0.01500 Oh Rp. %7,500
(an#)r 0.01&00 Oh Rp. %2,500
ABKH #$3'$) 1 M2 PASANGAN ATAP SENG GELOMBANG SUPER BJL$AZ ",25 MM # KAKI
-eng gel)!"ang uper B?3.= 0,25 77 17%6 !! :/11 gel)!"ang< 0.0616 3"r Rp. 60,000
Paku eng 0.02000 Kg Rp. 25,000
Pekerja 0.12000 Oh Rp. 67,500
Tukang 0.06000 Oh Rp. %2,500Kepala tukang 0.00600 Oh Rp. %7,500
(an#)r 0.00600 Oh Rp. %2,500
ABKH #$3'$* 1 M2 PASANGAN ATAP SENG GELOMBANG BJLS ",2" MM # KAKI
-eng gel)!"ang B?3- 0,20 762 1%2 !! 1.00000 3"r Rp. '5,000
Paku eng 0.02000 Kg Rp. 25,000
Pekerja 0.12000 Oh Rp. 67,500
Tukang 0.06000 Oh Rp. %2,500
Begiting > peranah : !BK"# $%22<
Bet)n 1 L 2 L & : !BK"# $%5<
Begiting > peranah : !BK"# $%22<
Bet)n 1 L 2 L & : !BK"# $%5<
Begiting > peranah : !BK"# $%23<
Bet)n 1 L 2 L & : !BK"# $%5<
Begiting > peranah : !BK"# $%23<
Bet)n 1 L 2 L & : !BK"# $%5<
Begiting > peranah : !BK"# $%23<
Bet)n 1 L 2 L & : !BK"# $%5<
Begiting > peranah : !BK"# $%23<
Bet)n 1 L 2 L & : !BK"# $%5<
Begiting > peranah : !BK"# $%24<
Bet)n 1 L 2 L & : !BK"# $%5<
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KODE ANALISA DAN URAIAN PASANGAN KOOFISIENHARGA
SATUAN
ABKH #$4"$) 1 M1 PASANGAN NOK ATAS, SAMPING DAN %ALLFLASHING SENG PLAT BJL$AZ ",25 MM
-eng Plat -uper B?3.= 0,25 !! 1.10000 (1 Rp. 17,500
Paku eng 0.0'000 Kg Rp. 25,000
Pekerja 0.01500 Oh Rp. 67,500
Tukang 0.07000 Oh Rp. %2,500
Kepala tukang 0.00%00 Oh Rp. %7,500
(an#)r 0.00600 Oh Rp. %2,500
ABKH #$4"$* 1 M1 PASANGAN NOK ATAS, SAMPING DAN %ALLFLASHING SENG PLAT BJLS ",3" MM
-eng Plat B?3- 0,&0 !! 1.10000 (1 Rp. 17,500
Paku eng 0.0'000 Kg Rp. 25,000
Pekerja 0.01500 Oh Rp. 67,500
Tukang 0.07000 Oh Rp. %2,500
Kepala tukang 0.00%00 Oh Rp. %7,500
(an#)r 0.00600 Oh Rp. %2,500
ANALISA BIAYA KONSTRUKSI PEKERJAAN LANGITLANGIT (ABKI! SNI DT '1""132""
ABKI #$5 1 M2 PASANGAN LANGITLANGIT PLAFOND TRIPLEK 3 MM
Triplek 2'20 1220 & !! 0.&7500 3"r Rp. 55,000
Paku 1/2E 2E 0.0&000 Kg Rp. 25,000
Pekerja 0.10000 Oh Rp. 67,500
Tukang 0.10000 Oh Rp. %2,500
Kepala tukang 0.01000 Oh Rp. %7,500
(an#)r 0.00500 Oh Rp. %2,500
ABKI #$5$) 1 M2 PASANGAN LANGITLANGIT PLAFOND FIBER SEMEN BOARD 4 MM
i"er e!en ")ar# 2'20 1220 ' !! 0.&7500 3"r Rp. 65,000
Paku 1/2E 2E 0.0&000 Kg Rp. 25,000
Pekerja 0.10000 Oh Rp. 67,500
Tukang 0.10000 Oh Rp. %2,500
Kepala tukang 0.01000 Oh Rp. %7,500
(an#)r 0.00500 Oh Rp. %2,500
ABKI #$$) 1 M2 PASANGAN LANGITLANGIT PLAFOND GYPSUM BOARD ' MM
Gypu! ")ar# 120 2'0 !! 0.&6'00 3"r Rp. 70,000
Paku krup 0.11000 Kg Rp. &5,000
Pekerja 0.10000 Oh Rp. 67,500
Tukang 0.05000 Oh Rp. %2,500
Kepala tukang 0.00500 Oh Rp. %7,500
(an#)r 0.00500 Oh Rp. %2,500
ABKF #$' 1 M1 PASANGAN LIST LANGITLANGIT PLAFOND KAYU PROFIL
3it kayu pr)Dl 1.05000 (1 Rp. ',500
Paku 1/2E 2E 0.01000 Kg Rp. 25,000
Pekerja 0.05000 Oh Rp. 67,500
Tukang 0.05000 Oh Rp. %2,500
Kepala tukang 0.00500 Oh Rp. %7,500
(an#)r 0.00&00 Oh Rp. %2,500
ABKF #$#"$) 1 M1 PASANGAN LIST LANGITLANGIT PLAFOND GYPSUM STANDAR
3it gypu! tan#ar 1.05000 (1 Rp. ,60
-krup 0.01000 Kg Rp. &5,000
Pekerja 0.05000 Oh Rp. 67,500
Tukang 0.05000 Oh Rp. %2,500
Kepala tukang 0.00500 Oh Rp. %7,500
(an#)r 0.00&00 Oh Rp. %2,500
ABKF #$#"$* 1 M1 PASANGAN LIST LANGITLANGIT PLAFOND GYPSUM PROFIL
3it gypu! pr)Dl 1.05000 (1 Rp. 1&,&20
-krup 0.01000 Kg Rp. &5,000
Pekerja 0.05000 Oh Rp. 67,500
Tukang 0.05000 Oh Rp. %2,500
Kepala tukang 0.00500 Oh Rp. %7,500
(an#)r 0.00&00 Oh Rp. %2,500
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KODE ANALISA DAN URAIAN PASANGAN KOOFISIENHARGA
SATUAN
ABKJ #$2 1 BUAH PASANGAN KLOSED JONGKOK PORSELIN
Kl)e# j)ngk)k p)relin 1.00000 Bh Rp. 200,000
P)rtlan# e!ent 6.00000 Kg Rp. 1,'50
Pair paang 0.01000 (& Rp. 175,000
Pekerja 1.00000 Oh Rp. 67,500
Tukang 1.50000 Oh Rp. %2,500
Kepala tukang 1.50000 Oh Rp. %7,500(an#)r 0.16000 Oh Rp. %2,500
ABKJ #$ 1 BUAH PASANGAN BAK MANDI FIBREGLASS OLUME O,3" M3
Bak D"regla 1.00000 Bh Rp. &&0,000
Pekerja 1.%0000 Oh Rp. 67,500
Tukang 2.70000 Oh Rp. %2,500
Kepala tukang 0.5'000 Oh Rp. %7,500
(an#)r 0.11000 Oh Rp. %2,500
ABKJ #$1#$) 1 M1 PASANGAN SALURAN AIR HUJAN TYPE 3" 3" CM
Galian tanah 2/50 ! :BKB 6.1< 0.1'500 (& Rp. 52,6%7
Paangan 1/2 "atu "ata 1 L ' :BK@ 6.11< 0.67000 (2 Rp. 10',612
Pleteran 1 L ', te"al 15 !! :BKF 6.'< 1.17000 (2 Rp. '%,010
ian pleteran 1.17000 (2 Rp. 2%,162
Bet)n tu!"uk 1 L & L 5, te"al 7 ! :BKG 6.1< 0.02100 (& Rp. 716,0&
Pair urug, te"al 5 ! :BKB 6.11< 0.02500 (& Rp. 15,075
ABKJ #$34 1 BUAH PASANGAN KRAN AIR DIAMETER 1/26 3/46
Kran air 1.00000 Bh Rp. 15,000
-eal tape 0.02500 Bh Rp. 7,&50
Pekerja 0.01000 Oh Rp. 67,500
Tukang 0.10000 Oh Rp. %2,500
Kepala tukang 0.01000 Oh Rp. %7,500
(an#)r 0.00500 Oh Rp. %2,500
ABKJ #$35 1 BUAH PASANGAN FLOOR DRAIN (SARINGAN AIR!
l))r #rain 1.00000 Bh Rp. 20,000
Pekerja 0.01000 Oh Rp. 67,500
Tukang 0.10000 Oh Rp. %2,500
Kepala tukang 0.01000 Oh Rp. %7,500
(an#)r 0.00500 Oh Rp. %2,500
ANALISA BIAYA KONSTRUKSI PEKERJAAN BESI DAN ALUMINIUM (ABKK! SNI DT '1""142""
ABKK #$& 1 M2 PASANGAN PINTU LIPAT (FOLDING DOOR!
Pintu 3ipat :)l#ing @))r< 1.00000 (2 Rp. 750,000
Pekerja 0.''000 Oh Rp. 67,500
Tukang 0.''000 Oh Rp. %2,500
Kepala tukang 0.0'000 Oh Rp. %7,500
(an#)r 0.02200 Oh Rp. %2,500
ABKK #$1&$) 1 M1 PASANGAN TALANG DATAR/JURAI PLAT ALUMINIUM
Plat lu!iniu! 1.05000 (2 Rp. '%,000
Paku 1/2E 2E 0.01500 Kg Rp. 25,000
Kayu papan kela C 0.0100 (& Rp. H
Pekerja 0.20000 Oh Rp. 67,500
Tukang 0.'0000 Oh Rp. %2,500
Kepala tukang 0.02500 Oh Rp. %7,500
(an#)r 0.01000 Oh Rp. %2,500
ANALISA BIAYA KONSTRUKSI PEKERJAAN KUNCI DAN KACA (ABKL! PT$T3"$2"""C ABKL #$2 1 BUAH PASANGAN KUNCI TANAM BIASA
Kuni tana! 2 lag 1.00000 Bh Rp. 1'0,000
Pekerja 0.01000 Oh Rp. 67,500
Tukang 0.50000 Oh Rp. %2,500
Kepala tukang 0.01000 Oh Rp. %7,500
(an#)r 0.00500 Oh Rp. %2,500
ABKL #$3 1 BUAH PASANGAN KUNCI TANAM KAMAR MANDI
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KODE ANALISA DAN URAIAN PASANGAN KOOFISIENHARGA
SATUAN
ABKL #$5 1 BUAH PASANGAN ENGSEL PINTU KUPUKUPU
Fngel pintu kupukupu 1.00000 Bh Rp. 17,500
Pekerja 0.01500 Oh Rp. 67,500
Tukang 0.15000 Oh Rp. %2,500
Kepala tukang 0.01500 Oh Rp. %7,500
(an#)r 0.00100 Oh Rp. %2,500
ABKL #$# 1 BUAH PASANGAN ENGSEL JENDELA KUPUKUPU
Fngel jen#ela kupukupu 1.00000 Bh Rp. 10,000
Pekerja 0.01000 Oh Rp. 67,500
Tukang 0.10000 Oh Rp. %2,500
Kepala tukang 0.01000 Oh Rp. %7,500
(an#)r 0.00100 Oh Rp. %2,500
ABKL #$#$) 1 BUAH PASANGAN GRENDEL JENDELA
Gren#el jen#ela 1.00000 Bh Rp. 10,000
Pekerja 0.01000 Oh Rp. 67,500
Tukang 0.10000 Oh Rp. %2,500
Kepala tukang 0.01000 Oh Rp. %7,500
(an#)r 0.00100 Oh Rp. %2,500
ABKL #$#$* 1 BUAH PASANGAN HANDLE JENDELA
+an#le jen#ela 1.00000 Bh Rp. 7,500
Pekerja 0.01000 Oh Rp. 67,500
Tukang 0.10000 Oh Rp. %2,500
Kepala tukang 0.01000 Oh Rp. %7,500
(an#)r 0.00100 Oh Rp. %2,500
ABKL #$' 1 BUAH PASANGAN HAK ANGIN JENDELA
+ak angin jen#ela 1.00000 Bh Rp. 5,000
Pekerja 0.01500 Oh Rp. 67,500
Tukang 0.15000 Oh Rp. %2,500Kepala tukang 0.01500 Oh Rp. %7,500
(an#)r 0.00100 Oh Rp. %2,500
ABKL #$1$) 1 M2 PASANGAN KACA KUSEN KAYU
Kaa "ening 5 !! 1.10000 (2 Rp. 110,000
Kayu papan kela C, te"al 2 $( 0.00150 (& Rp. H
Paku halu 0.01000 Kg Rp. 25,000
Pekerja 0.01500 Oh Rp. 67,500
Tukang 0.15000 Oh Rp. %2,500
Kepala tukang 0.01500 Oh Rp. %7,500
(an#)r 0.00100 Oh Rp. %2,500
ABKL #$1$* 1 M2 PASANGAN KACA KUSEN ALLUMINIUM KACA BENING
Kaa "ening 5 !! 1.10000 (2 Rp. 110,000
Karet ielent 5.00000 (1 Rp. &,'50
Pekerja 0.01500 Oh Rp. 67,500
Tukang 0.15000 Oh Rp. %2,500
Kepala tukang 0.01500 Oh Rp. %7,500
(an#)r 0.00100 Oh Rp. %2,500
ABKL #$1$+ 1 M2 PASANGAN KACA KUSEN ALLUMINIUM KACA RYBEN
Kaa ray"en 5 !! 1.10000 (2 Rp. 157,500
Karet ielent 5.00000 (1 Rp. &,'50
Pekerja 0.01500 Oh Rp. 67,500
Tukang 0.15000 Oh Rp. %2,500Kepala tukang 0.01500 Oh Rp. %7,500
(an#)r 0.00100 Oh Rp. %2,500
ABKL #$1$ 1 M2 PASANGAN KACA KUSEN ALLUMINIUM KACA DARK BLUE
Kaa #ark "lue 5 !! 1.10000 (2 Rp. 17&,250
Karet ielent 5.00000 (1 Rp. &,'50
Pekerja 0.01500 Oh Rp. 67,500
Tukang 0.15000 Oh Rp. %2,500
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KODE ANALISA DAN URAIAN PASANGAN KOOFISIENHARGA
SATUAN
ANALISA BIAYA KONSTRUKSI PEKERJAAN LANTAI DINDING (ABKM! SNI DT '1""122""
ABKM #$35$) 1M2 PASANGAN LANTAI KERAMIK %ARNA ANTI SLIP 4" 4" CM
Kera!ik ;arna anti lip '0 '0 $( 6.25000 Bh Rp. 1&,500
P)rtlan# e!ent 10.00000 Kg Rp. 1,'50
Pair paang 0.0'500 (& Rp. 175,000
-e!en ;arna 1.&0000 Kg Rp. 5,750
Pekerja 0.70000 Oh Rp. 67,500 Tukang 0.&5000 Oh Rp. %2,500
Kepala tukang 0.0&500 Oh Rp. %7,500
(an#)r 0.0&500 Oh Rp. %2,500
ABKM #$35$* 1M2 PASANGAN LANTAI KERAMIK %ARNA 4" 4" CM
Kera!ik ;arna '0 '0 $( 6.25000 Bh Rp. 11,500
P)rtlan# e!ent 10.00000 Kg Rp. 1,'50
Pair paang 0.0'500 (& Rp. 175,000
-e!en ;arna 1.&0000 Kg Rp. 5,750
Pekerja 0.70000 Oh Rp. 67,500
Tukang 0.&5000 Oh Rp. %2,500
Kepala tukang 0.0&500 Oh Rp. %7,500
(an#)r 0.0&500 Oh Rp. %2,500
ABKM #$35$+ 1M2 PASANGAN LANTAI KERAMIK ANTI SLIP 3" 3" CM
Kera!ik ;arna anti lip &0 &0 $( 11.11111 Bh Rp. 6,500
P)rtlan# e!ent 10.00000 Kg Rp. 1,'50
Pair paang 0.0'500 (& Rp. 175,000
-e!en ;arna 1.50000 Kg Rp. 5,750
Pekerja 0.70000 Oh Rp. 67,500
Tukang 0.&5000 Oh Rp. %2,500
Kepala tukang 0.0&500 Oh Rp. %7,500
(an#)r 0.0&500 Oh Rp. %2,500
ABKM #$35$ 1M2 PASANGAN LANTAI KERAMIK %ARNA PUTIH 3" 3" CMKera!ik ;arna &0 &0 $( 11.11111 Bh Rp. 5,500
P)rtlan# e!ent 10.00000 Kg Rp. 1,'50
Pair paang 0.0'500 (& Rp. 175,000
-e!en ;arna 1.50000 Kg Rp. 5,750
Pekerja 0.70000 Oh Rp. 67,500
Tukang 0.&5000 Oh Rp. %2,500
Kepala tukang 0.0&500 Oh Rp. %7,500
(an#)r 0.0&500 Oh Rp. %2,500
ABKM #$35$7 1M2 PASANGAN PAING BLOCK, TEBAL 5 CM
Paing "l)k, te"al 5 ! 1.00000 (2 Rp. 65,000
Pair urug te"al 5 ! > Pair pengii 0.05500 (& Rp. 1'5,000
Pekerja 0.70000 Oh Rp. 67,500
Tukang 0.&5000 Oh Rp. %2,500
Kepala tukang 0.0&500 Oh Rp. %7,500
(an#)r 0.00&50 Oh Rp. %2,500
ABKM #$3#$) 1 M2 PAS$ LANTAI KERAMIK ANTI SLIP KM/%C 2" 0 2" CM
Kera!ik ;arna anti lip 20 20 $( 25.00000 Bh Rp. &,000
P)rtlan# e!ent 10.'0000 Kg Rp. 1,'50
Pair paang 0.0'500 (& Rp. 175,000
-e!en ;arna 1.62000 Kg Rp. 5,750
Pekerja 0.70000 Oh Rp. 67,500
Tukang 0.&5000 Oh Rp. %2,500
Kepala tukang 0.0&500 Oh Rp. %7,500(an#)r 0.0&500 Oh Rp. %2,500
ABKM #$3#$* 1 M2 PAS$ LANTAI KERAMIK 2" 0 2" CM
Kera!ik ;arna 20 20 $( 25.00000 Bh Rp. 2,700
P)rtlan# e!ent 10.'0000 Kg Rp. 1,'50
Pair paang 0.0'500 (& Rp. 175,000
-e!en ;arna 1.62000 Kg Rp. 5,750
Pekerja 0.70000 Oh Rp. 67,500
8/17/2019 Rab Pagar Tipkr 15
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KODE ANALISA DAN URAIAN PASANGAN KOOFISIENHARGA
SATUAN
ABKM #$54$) 1M2 PASANGAN DINDING KERAMIK 4" 4" CM
Kera!ik ;arna '0 '0 $( 6.25000 Bh Rp. 11,500
P)rtlan# e!ent .&0000 Kg Rp. 1,'50
Pair paang 0.01%00 (& Rp. 175,000
-e!en ;arna 1.&0000 Kg Rp. 5,750
Pekerja 0.0000 Oh Rp. 67,500
Tukang 0.'5000 Oh Rp. %2,500Kepala tukang 0.0'500 Oh Rp. %7,500
(an#)r 0.0'500 Oh Rp. %2,500
ABKM #$54$* 1M2 PASANGAN DINDING KERAMIK 2" 2" CM
Kera!ik ;arna 20 20 $( 25.00000 Bh Rp. 2,700
P)rtlan# e!ent .&0000 Kg Rp. 1,'50
Pair paang 0.01%00 (& Rp. 175,000
-e!en ;arna 1.'000 Kg Rp. 5,750
Pekerja 0.0000 Oh Rp. 67,500
Tukang 0.'5000 Oh Rp. %2,500
Kepala tukang 0.0'500 Oh Rp. %7,500
(an#)r 0.0'500 Oh Rp. %2,500
ABKM #$4 1 M2 PAS$ DINDING BATU TEMPEL CANDI HITAM 15/3" CM
Batu an#i 15 &0 $( 22.22222 Bh Rp. 10,000
P)rtlan# e!ent 11.75000 Kg Rp. 1,'50
Pair paang 0.0&500 (& Rp. 175,000
-e!en ;arna 1.50000 Kg Rp. 5,750
Pekerja 0.62000 Oh Rp. 67,500
Tukang 0.&5000 Oh Rp. %2,500
Kepala tukang 0.0&500 Oh Rp. %7,500
(an#)r 0.0&000 Oh Rp. %2,500
ANALISA BIAYA KONSTRUKSI PEKERJAAN PENGECATAN (ABKN! PT$T$3&2"""C
ABKN #$1 1 M2 MENGIKIS/MENGEROK PERNUKAAN CAT TEMBOK LAMAPekerja 0.07000 Oh Rp. 67,500
(an#)r 0.00&00 Oh Rp. %2,500
ABKN #$ 1 M2 PENGECATAN BIDANG KAYU LAMA
Pla!ir #e!pul kayu 0.15000 Kg Rp. 15,000
$at @aar :1 kali ulang< 0.17000 Kg Rp. '5,000
$at penutup :1 kali ulang< 0.17000 Kg Rp. 50,000
Pekerja 0.07000 Oh Rp. 67,500
Tukang 0.07500 Oh Rp. %2,500
Kepala tukang 0.00%00 Oh Rp. %7,500
(an#)r 0.00&00 Oh Rp. %2,500
ABKN #$& 1 M2 PENGECATAN BIDANG KAYU BARU
$at !enie 0.20000 Kg Rp. 27,000
Pla!ir #e!pul kayu :1 kali ulang< 0.15000 Kg Rp. 15,000
$at @aar :1 kali ulang< 0.17000 Kg Rp. '5,000
$at penutup :2 kali ulang< 0.26000 Kg Rp. 50,000
Pekerja 0.07000 Oh Rp. 67,500
Tukang 0.0000 Oh Rp. %2,500
Kepala tukang 0.00600 Oh Rp. %7,500
(an#)r 0.00&00 Oh Rp. %2,500
ABKN #$1 1 M2 PENGECATAN BIDANG BESI BAJA BARU
$at !enie "ei/inr)!ate 0.10000 Kg Rp. '6,000
Kua 0.01000 Bh Rp. 10,000Pekerja 0.02000 Oh Rp. 67,500
Tukang 0.20000 Oh Rp. %2,500
Kepala tukang 0.02000 Oh Rp. %7,500
(an#)r 0.01000 Oh Rp. %2,500
ABKN #$14 1 M2 PENGECATAN TEMBOK BARU
Pla!ir te!")k/e!en putih 0.10000 Kg Rp. &,500
$at #aar :1 kali ulang< 0.10000 Kg Rp. 20,000
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KODE ANALISA DAN URAIAN PASANGAN KOOFISIENHARGA
SATUAN
ABKN #$14$) 1 M2 PENGECATAN PLAFOND TRIPLEK BARU
$at #aar :1 kali ulang< 0.10000 Kg Rp. 20,000
$at penutup : 2 kali ulang < 0.26000 Kg Rp. 25,000
Pekerja 0.02000 Oh Rp. 67,500
Tukang 0.06&00 Oh Rp. %2,500
Kepala tukang 0.00600 Oh Rp. %7,500
(an#)r 0.00&00 Oh Rp. %2,500
ABKN #$14$* 1 M2 PENGECATAN PLAFOND/DINDING GYPSUM BARU
$)rnie )!p)un# 0.10000 Kg Rp. 5,000
$at #aar 0.10000 Kg Rp. 20,000
$at penutup : 2 kali ulang < 0.26000 Kg Rp. 25,000
Pekerja 0.02000 Oh Rp. 67,500
Tukang 0.06&00 Oh Rp. %2,500
Kepala tukang 0.00600 Oh Rp. %7,500
(an#)r 0.00&00 Oh Rp. %2,500
ABKN #$15$) 1 M2 PENGECATAN TEMBOK DAN PLAFOND LAMA (SNI "32&352""2!
$at #aar :1 kali ulang< 0.12000 Kg Rp. 20,000
$at penutup : 2 kali ulang < 0.1%000 Kg Rp. 25,000
Pekerja 0.02%00 Oh Rp. 67,500
Tukang 0.0'200 Oh Rp. %2,500
Kepala tukang 0.00'20 Oh Rp. %7,500
(an#)r 0.00250 Oh Rp. %2,500
KETERANGAN SINGKATAN ISTILAH
'ingkatan CM = Centi Meter (satuan)
'ingkatan K# = Kilo #ra* (satuan)
'ingkatan M1 = Meter +anang (satuan)
'ingkatan M2 = Meter +ersegi (satuan)
'ingkatan M3 = Meter Kubik (satuan)
'ingkatan -. = -rang .ari (satuan)'ingkatan +C = +ortlan Ce*ent (se*en)
'ingkatan + = +asir rug (agregat)
'ingkatan ++ = +asir +asang (agregat alus 5 **)
'ingkatan +B = +asir Beton (agregat kasar "40 **)
'ingkatan K = Kerikil/Koral (agregat pasir batu)
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REKAPITULASI KESELURUHAN
Program : Peningkatan Sarana dan Prasarana Aparatur Mahkamah A
Pekerjaan : Sarana Lingkungan Pengadian Tipikor !engkuu
Lokasi : Kota !engkuu
Tahun Anggaran : "#$%
N& URAIAN PEKER'AAANSU! 'UMLAH
(Rp)
$ " *
SU! 'UMLAH +ISIK (A,!,-,.,E,+,/)
PPN $#0
T&TAL 'UMLAH +ISIK
Peren1anaan
Penga2asan
Pengeoa Teknis PU
'UMLAH
T&TAL 'UMLAH +ISIK .I!ULATKAN
Te : 3
Bengkul
.iperiksa &eh : .i4
Pengelola Teknis Konsul-56UTAKA
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E.7 I.HAM8ST I!NU S
NIP. 196205019!"01014 #I
Mengetahui 9 Menetujui
P%'ABAT P%(B&AT K)(IT(%N
AHMA. NA;IR8SE
NIP. 19"0092"199!01001
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ung
'UMLAH T&TAL
(Rp)
<
Rp6 =
Rp6 =
Rp6 =
Rp6 $<#8###8###6##
Rp6 >%8###8###6##
Rp6 >#8###8###6##
Rp6 *"%8###8###6##
Rp6 *"%8###8###6##
, April 2014
uat &eh :
tan Perencana SSA K&NSULTAN
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UU. SEKAR
%KT&$
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Ren1an
Program : Peningkatan Sarana dan P
Pekerjaan : Sarana Lingkungan Penga
Lokasi : Kota !engkuu
Tahun Anggaran : "#$%
N&6 URAIAN PEKER'AAN
$ "
I PEKER'AAN TANAH .AN PASIR
1 Pek.*alian Tana+ ponasi
2 Pek. *alian tana+ ponasi Plat
Pek.*alian Tana+ ponasi -saluran
4 &rugan tana+ ke/ali
5 &rugan pasir /aa+ antaiPonasi$a/at
II PEKER'AAN PASAN/AN9!ET&N
$ Pas.Batu kali
1 Pas. Batu /ata 134 12 /ata
2 Pek. Plesteran 134
Pek. Plesteran 13 2 Kolo -inis+ing
4 Pekerjaan 4eton 4ertuang $ : " : * :
Ponasi plat
loo7 2540
$ing Balk 1525 8TK.III
Kolo praktis 11 .T.1,II,
Balok antai 2545 T.2
Balok Anak 205
Balok atei 200 8%le:asi ".00
Kolo 00 T.1
Kolo 00 T.2
Kolo 1515 8tk.III
Kolo 4040 8teras
Balok Bores 205
Balok atei 1220, T.1,28gaang ;enelapintu Balok atei 1215 T.I,2 8uukan kosen
Plat antai T.12 c
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Plat Bores Tangga
Plat Tangga
Pas. Plat #uck atap ,T.2
Pek.<or ining plat teras ornaen
5 Pek. antai ker;a 1335 /aa+ ponasi
6 Pek. ra/at /eton 1335 keliling /angunan
" Pek. lantai ker;a /aa+ keraik 1335
! Pek. aluran air +u;an
9 Pas. antai keraik 40 = 40 c 8/eroti7 T.1,2
10 Pas. antai keraik 20 = 20 c 8anti slip K(><
11 Pas. #ining Keraik 20 = 25 c K(><
12 Pas.list ining kc, 1020 c
1 Pek. Acian kolote/okpro7il
14 Pas.Batu Anesit /ersusun siri+
15 Pas./atu <ani
16 Pek.Pro7il /eton Teras14 Pas.tek Besi kolo /atu /ata
N&6 URAIAN PEKER'AAN
$ "
I5 PEKER'AAN KU.A=KU.A
1 Pek. Kuakuagoring $eng Ba;a ringan -Acesori
5 PEKER'AAN PINTU9'EN.ELA
1 Pek. Kusen ;enela Aluiniu - ?entilasi 4 @
2 Pek.Kosen Pintu 8kau
Pas.#aun 'enela iup <astent Aluiniu8kop
4 Pas.Kaca iup- Acesoris 8al
5 Pas.Kaca 'enela ati -Acesoris 8al
6 Pas.Pintu Aluiniu -Kaca <asent P1
" Pas.pintu kaca Pre/les 8koplit 2 aun
! Pas.Pintu Panel Papan -Kaca
9 Pas.Pintu Panel Papan
10 Pas.Pintu panel lapis seng plat kc
11 Pas.'alusi kau
12 Pas.KII 2 Aluiniu Plat
5I PEKER'AAN PLA+&N ,RAN/KA dan KISI H
1 Pas.pla7on *psu plat
Pas.$angka ollo
2 Pas. istplank i/er Plat t.0 c
Pas. ist pla7on *psu
5II PEKER'AAN ATAP
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1 Pas. Atap genteng etal 8Tekstur
2 Pas.apis Aluiniu 7oil
Pas.Talang Atap
4 /ola/ola atap
5 Pas. Bu/ungan 8Tekstur
6 Pas.Pelapis #uck Beton 8anti Bocor
5III PEKER'AAN PEN//ANTUN/9KUN-I
1 Kunci iliner 8In lock
2 Pas. *renel pintu
Pas.anle Ba/u 8tainles steal
4 Pas. %ngsel pintu
I@ PEKER'AAN INSTALASI LISTRIK9TITIK API
1 Pas.apu . 2 att
2 Pas.apu T .2 = 40 att 8Art+olite Pas. top kontak
4 Pas. +aklar gana
5 Pas. +aklar tunggal
6 Pas.Bo= Panel 12 *roup
" Biaa ;asa Titik apu
! Biaa ;aringan ala ka/el listrik
@ PEKER'AAN INSTALASI A-
1 top kontak A<Instalasi
@I PEKER'AAN SANITASI
1 Pas. Klose ;ongkok
2 Pas. Kran Air 8tanless teel
aringan K(><
4 Bak air i/er 8/esar
5 Pipa penguras /ak air
6 >asta7el 8lengkap
@II PEKER'AAN PEN/E-ATAN1 <at kau arna setara7 Bee Bran
2 <at te/ok setara7 (etrolit
<at pla7on setara7 (etrolit
@III PEKER'AAN LAIN=LAIN
1 Pe/ersi+an ak+ir
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R
N&6 URAIAN PEKER'
I C$%D
II P%K%$'AAN TANA #AN PAI$
III P%K%$'AAN PAAN*ANB%T)N
I? P%K%$'AAN K&#AK&#A
? P%K%$'AAN PINT&'%N#%A
?I P%K%$'AAN PA)N -$AN*KA an KII )
?II P%K%$'AAN ATAP
?III P%K%$'AAN P%N**ANT&N*K&N<I
IE P%K%$'AAN INTAAI IT$IKTITIK API '
E P%K%$'AAN INTAAI A<
EI P%K%$'AAN ANITAI
EII P%K%$'AAN P%N*%<ATAN
EIII P%K%$'AAN AINAIN
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Anggaran !iaa
asarana Aparatur Mahkamah Agung
ian Tipikor !engkuu
5&LUME SATUAN HAR/A SATUAN 'UMLAH
(Rp6) (Rp6)
* < %
9.65 51,625.00 49!,1!1.25
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
<>B8$B$6"%
5.40 666,025.00
2 100,"5.00 0.00
2 46,1".00 0.00
2 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00
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0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
F 125,000.00 0.00
2 0.00 0.00
2 0.00 0.00
2 0.00 0.00
2 0.00 0.00
2 15,000.00 0.00
2 4"5,000.00 0.00
2 50,000.00 0.00
F 150,000.00 0.00unit 1,500,000.00 0.00
#6##
5&LUME ANALISA HAR/A SATUAN 'UMLAH
(SATUAN) (Rp6) (Rp6)
* < %
62.49 2 0.00 0.00
0.00
F 0.00 0.00
0.00 0.00
lit F 0.00 0.00
2 0.00 0.00
2 0.00 0.00
unit ",500,000.00 0.00
unit 20,000,000.00 0.00
2 0.00 0.00
2 0.00 0.00
2 0.00 0.00
2 !5,000.00 0.00
F 0.00 0.00
0.00
L&?
2 425.00 0.00
1,50.00
29."0 F 0.00 0.00
F 0.00 0.00#6##
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2 0.00 0.00
2 0.00 0.00
4.20 F "5,000.00 15,000.00
F 60,000.00 0.00
2 0.00 0.00
2 "5,000.00 0.00
*$%8###6##
/+ 15.00 0.00
/+ 15.00 0.00
ps "5,000.00 0.00
/+ 0.00 0.00
#6##
9 'ARIN/AN
6.00 /+ 12.00 "2.00
".00 unit 450,000.00 16,650,000.001.00 /+ 12.00 156.00
12.00 /+ 12.00 144.00
!.00 /+ 12.00 96.00
1.00 unit 2,500,000.00 2,500,000.00
"6.00 unit !5,000.00 6,460,000.00
1.00 unit 15,000,000.00 15,000,000.00
40,610,46!.00
1.00 unit !00,000.00 10,400,000.00
$#8<##8###6##
4.00 /+ 0.00 0.00
4.00 /+ 12.00 4!.00
4.00 /+ 12.00 4!.00
4.00 /+ 0.00 0.00
4.00 /+ 12.00 4!.00
2.00 /+ 0.00 0.00
$<<6##
95.01 2 255.00 24,22".55
0.00 2 255.00 0.00
0.00 2 255.00 0.00
"<8""C6%%
1.00 unit 502,000.00 502,000.00
%#"8###6##
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ekapituasi :
AN 'UMLAH
(Rp6)
0.00
49!,1!1.25
0.00
0.00
0.00
)> 0.00
15,000.00
0.00
$IN*AN 40,610,46!.00
10,400,000.00
144.00
24,22".55
502,000.00
'&(A 52,50,020.!0
PPN 10 G 5,25,002.0!
T)TA 5",5!5,022.!!
.I!ULATKAN %C8%B%8###6##
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Ren1
Program : Peningkatan Sarana dan Prasarana
Pekerjaan : Sarana Lingkungan Pengadian Tipi
Lokasi : Kota !engkuu
Tahun Anggaran : "#$%
N&6 URAIAN PEKER'AAN
$ "
II PEKER'AAN TANAH .AN PASIR
1 Pek.*alian Tana+ ponasi
2 Pek. *alian tana+ ponasi Plat
Pek.*alian Tana+ ponasi -saluran
4 &rugan tana+ ke/ali
5 &rugan pasir /aa+ antaiPonasi$a/at
III PEKER'AAN PASAN/AN9!ET&N
$ Pas.Batu kali
1 Pas. Batu /ata 134 12 /ata
2 Pek. Plesteran 134
Pek. Plesteran 13 2 Kolo -inis+ing
4 Pekerjaan 4eton 4ertuang $ : " : * :
Ponasi plat
loo7 2540 $ing Balk 1525 8TK.III
Kolo praktis 11 .T.1,II,
Balok antai 2545 T.2
Balok Anak 205
Balok atei 200 8%le:asi ".00
Kolo 00 T.1
Kolo 00 T.2
Kolo 1515 8tk.III
Kolo 4040 8teras Balok Bores 205
Balok atei 1220, T.1,28gaang ;enelapintu
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Balok atei 1215 T.I,2 8uukan kosen
Plat antai T.12 c
Plat Bores Tangga
Plat Tangga
Pas. Plat #uck atap ,T.2
Pek.<or ining plat teras ornaen
5 Pek. antai ker;a 1335 /aa+ ponasi
6 Pek. ra/at /eton 1335 keliling /angunan
" Pek. lantai ker;a /aa+ keraik 1335
! Pek. aluran air +u;an
9 Pas. antai keraik 40 = 40 c 8/eroti7 T.1,2
10 Pas. antai keraik 20 = 20 c 8anti slip K(><
11 Pas. #ining Keraik 20 = 25 c K(><
12 Pas.list ining kc, 1020 c
1 Pek. Acian kolote/okpro7il
14 Pas.Batu Anesit /ersusun siri+15 Pas./atu <ani
16 Pek.Pro7il /eton Teras
14 Pas.tek Besi kolo /atu /ata
N&6 URAIAN PEKER'AAN
$ "
I5 PEKER'AAN KU.A=KU.A1 Pek. Kuakuagoring $eng Ba;a ringan -Acesorie
5 PEKER'AAN PINTU9'EN.ELA
1 Pek. Kusen ;enela Aluiniu - ?entilasi 4 @
2 Pek.Kosen Pintu 8kau
Pas.#aun 'enela iup <astent Aluiniu8kopli
4 Pas.Kaca iup- Acesoris 8al
5 Pas.Kaca 'enela ati -Acesoris 8al
6 Pas.Pintu Aluiniu -Kaca <asent P1
" Pas.pintu kaca Pre/les 8koplit 2 aun
! Pas.Pintu Panel Papan -Kaca
9 Pas.Pintu Panel Papan
10 Pas.Pintu panel lapis seng plat kc
11 Pas.'alusi kau
12 Pas.KII 2 Aluiniu Plat
5I PEKER'AAN PLA+&N ,RAN/KA dan KISI H&
1 Pas.pla7on *psu plat
Pas.$angka ollo2 Pas. istplank i/er Plat t.0 c
Pas. ist pla7on *psu
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5II PEKER'AAN ATAP
1 Pas. Atap genteng etal 8Tekstur
2 Pas.apis Aluiniu 7oil
Pas.Talang Atap
4 /ola/ola atap
5 Pas. Bu/ungan 8Tekstur
6 Pas.Pelapis #uck Beton 8anti Bocor
5III PEKER'AAN PEN//ANTUN/9KUN-I
1 Kunci iliner 8In lock
2 Pas. *renel pintu
Pas.anle Ba/u 8tainles steal
4 Pas. %ngsel pintu
I@ PEKER'AAN INSTALASI LISTRIK9TITIK API 91 Pas.apu . 2 att
2 Pas.apu T .2 = 40 att 8Art+olite
Pas. top kontak
4 Pas. +aklar gana
5 Pas. +aklar tunggal
6 Pas.Bo= Panel 12 *roup
" Biaa ;asa Titik apu
! Biaa ;aringan ala ka/el listrik
@ PEKER'AAN INSTALASI A-
1 top kontak A<Instalasi
@I PEKER'AAN SANITASI
1 Pas. Klose ;ongkok
2 Pas. Kran Air 8tanless teel
aringan K(><
4 Bak air i/er 8/esar
5 Pipa penguras /ak air
6 >asta7el 8lengkap
@II PEKER'AAN PEN/E-ATAN
1 <at kau arna setara7 Bee Bran
2 <at te/ok setara7 (etrolit
<at pla7on setara7 (etrolit
@III PEKER'AAN LAIN=LAIN
1 Pe/ersi+an ak+ir
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N&6 URAIAN PEKE
I C$%D
II P%K%$'AAN TANA #AN PAI$
III P%K%$'AAN PAAN*ANB%T)N
I? P%K%$'AAN K&#AK&#A
? P%K%$'AAN PINT&'%N#%A
?I P%K%$'AAN PA)N -$AN*KA an KII ))
?II P%K%$'AAN ATAP
?III P%K%$'AAN P%N**ANT&N*K&N<I
IE P%K%$'AAN INTAAI IT$IKTITIK API 'A
E P%K%$'AAN INTAAI A<
EI P%K%$'AAN ANITAI
EII P%K%$'AAN P%N*%<ATAN
EIII P%K%$'AAN AINAIN
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na Anggaran !iaa
paratur Mahkamah Agung
or !engkuu
5&LUME SATUAN HAR/A SATUAN 'UMLAH
(Rp6) (Rp6)
* < %
9".50 51,625.00 4!,9!,4".50
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
<B8*>B8<*C6%#
666,025.00
"5.56 2 100,"5.00 "5,6!,5!5.00
1,50".22 2 46,1".00 69,5!,609.14
224.40 2 62,191.20 1,955,"05.2!
2,961,62.50 0.00
2,!90,40.50 0.00 0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00
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0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
F 125,000.00 0.00
2 0.00 0.00
2 0.00 0.00
2 0.00 0.00
2 0.00 0.00
2 15,000.00 0.00
2 4"5,000.00 0.002 50,000.00 0.00
F 150,000.00 0.00
unit 1,500,000.00 0.00
$%>8$*"8B>>6<"
5&LUME ANALISA HAR/A SATUAN 'UMLAH
(SATUAN) (Rp6) (Rp6)
* < %
s 2 0.00 0.00
0.00
F 0.00 0.00
0.00 0.00
t F 0.00 0.00
2 0.00 0.00
2 0.00 0.00
unit ",500,000.00 0.00
unit 20,000,000.00 0.00
2 0.00 0.00
2 0.00 0.00
2 0.00 0.00
2 !5,000.00 0.00
F 0.00 0.00
0.00
L&?
2 5,405.00 0.00
!6,"!0.00F 0.00 0.00
F 0.00 0.00
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#6##
2 0.00 0.00
2 0.00 0.00
F "5,000.00 0.00
F 60,000.00 0.00
2 0.00 0.00
2 "5,000.00 0.00
#6##
/+ 15.00 0.00
/+ 15.00 0.00
ps "5,000.00 0.00
/+ 0.00 0.00
#6##
'ARIN/AN6.00 /+ 12.00 "2.00
".00 unit 450,000.00 16,650,000.00
1.00 /+ 12.00 156.00
12.00 /+ 12.00 144.00
!.00 /+ 12.00 96.00
1.00 unit 2,500,000.00 2,500,000.00
"6.00 unit !5,000.00 6,460,000.00
1.00 unit 15,000,000.00 15,000,000.00
40,610,46!.00
1.00 unit !00,000.00 10,400,000.00
$#8<##8###6##
4.00 /+ 0.00 0.00
4.00 /+ 12.00 4!.00
4.00 /+ 12.00 4!.00
4.00 /+ 0.00 0.00
4.00 /+ 12.00 4!.00
2.00 /+ 0.00 0.00$<<6##
95.01 2 49,425.00 4,695,!69.25
0.00 2 1",6!2.00 0.00
0.00 2 1",6!2.00 0.00
<8>%8B>6"%
1.00 unit 502,000.00 502,000.00
%#"8###6##
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Rekapituasi :
'AAN 'UMLAH
(Rp6)
C$%D
4!,9!,4".50
159,12,!99.42
0.00
0.00
> 0.00
0.00
0.00
$IN*AN 40,610,46!.00
10,400,000.00
144.00
4,695,!69.25
502,000.00
'&(A C$%D
PPN 10 G C$%D
T)TA C$%D
.I!ULATKAN 3RE+D
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<B8*>B8<*C6%#
)) 255
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$%>8$*"8B>>6<"
#6##
0.00
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0.00
0.00
0.00
40,610,46!.00
10,400,000.00
144.00
4,695,!69.25
502,000.00 0.00
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26,"9,!1!.1"
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REN&ANA ANGGARAN BIAYA (RAB)
PEMILIK KEGIATAN ' PENDIDIKAN ISLAM IAIN BENGKULU
KEGIATAN ' PEMBANGUNAN GEDUNG KULIAH FAKULTAS FUAD
OLUME ' 657. M!
LOKASI ' L.RADEN FATTAH PAGAR DE*A BENGKULU
TAHUN ANGGARAN ' !14
HARGA UMLAH
NO URAIAN PEKERAAN OLUME SATUAN SATUAN HARGA
(Rp) (Rp)
1 2 & ' 5 6 I & 5
A PEKERAAN PERSIAPAN
+ P-/++0 P2+p+0 U33
1 Pek. Papan na!a kegiatan 1.000 unit Rp &00,000.00 Rp &00,00
2 Pek. Barak kerja/gu#ang 1.000 unit Rp',000,000.00 Rp ',000,00
& Pek. -teger kerja 2%%.000 unit Rp 125,000.00 Rp &6,000,00
' Pek. PPPK #an tek 1.000 unit Rp5,000,000.00 Rp 5,000,00
5 Pek. Biaya a#!initrai, #)ku!entai, pelap)ran a "uil# #ra;i 1.000 unit HHH Rp '',500,00
P-/++0 P2+p+0 F22-
1 Pek. Pe!"erihan l)kai 1.000 unit Rp 1,'&2,000.00 Rp 1,'&2,002 Pek. B)u;plank #an pengukuran 2.000 unit Rp %5,000.00 Rp 7,%20,00
& Pek. Biaya pe!erikaan j)" !i !aterial !utu K.225 1.000 unit HHH Rp 10,000,00
S 3+ A Rp 1#,5!,
B PEKERAAN LANTAI SATU
I PEKERAAN TANAH DAN PASIR
+ P-/++0 G+2+0 T+0+
1 Pek. Galian tanah 22.000 (& Rp 51,625.00 Rp 1,1&5,75
P-/++0 U+0 T+0+
1 Pek. *rugan tanah ke!"ali p)n#ai plat 21%.%20 (& Rp &7,250.00 Rp %,151,0'
2 Pek. Ti!"unan tanah #i"a;ah lantai #ipa#atkan, te"al 2% ! %%.&&1 (& Rp 65,000.00 Rp 5,7'1,5
9 P-/++0 U+0 P+2
1 Pek. *rugan pair "a;ah plat 22.720 (& Rp 152,650.00 Rp &,'6%,20
2 Pek. *rugan pair "a;ah lantai, te"al 5 ! 15.77& (& Rp 152,650.00 Rp 2,'07,%0
& Pek. *rugan pair "a;ah ra"at "et)n, te"al % ! 7.2% (& Rp 152,650.00 Rp 1,11',10
S 3+ I Rp !!,18,4!
II PEKERAAN SUB STRUKTUR (:!4 &M .; < &M)
+ P-/++0 B=>0 =2;+- =+0
1 Pek. 3antai kerja 1 L & L 5 p)n#ai plat !eneru 11.&60 (& Rp 67&,&50.00 Rp 7,6',25
2 Pek. 3antai kerja 1 L & L 5 "a;ah l))9 5 25 !, type -1 2.%11 (& Rp 67&,&50.00 Rp 1,%2,'
& Pek. 3antai kerja 1 L & L 5 "a;ah l))9 5 20 !, type -2 0.2%% (& Rp 67&,&50.00 Rp 1&,
P-/++0 B=>0 =+0 1 ' ! ' "
1 Pek. P)n#ai plat !eneru 6%.170 (& Rp2,61,62&.50 Rp 201,%&,%7
2 Pek. -l))9 Gri# 25/50 1%.&0 (& Rp2,%0,&'0.50 Rp 5',71',1'
& Pek. K)l)! truktur &5/&5 ! :225 ! .# Q000 !<, type K1 6.075 (& HRF H
' Pek. K)l)! truktur 25/25 ! :225 ! .# Q000 !<, type K2 0.1'1 (& HRF H
5 Pek. K)l)! prakti 10/10 ! ::005 ! .# Q000 !<, type Kp 0.00 (& Rp%,077,502.50 Rp 6%,65
6 Pek. -l))9 25/&5 !, type -31 1'.05& (& Rp5,175,0&0.00 Rp 72,722,10
7 Pek. -l))9 20/&0 !, type -32 1.152 (& Rp5,721,750.50 Rp 6,51,'5
S 3+ II $
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HARGA UMLAH
NO URAIAN PEKERAAN OLUME SATUAN SATUAN HARGA
(Rp) (Rp)
1 2 & ' 5 6 I & 5
III PEKERAAN UPPER STRUKTUR (< &M .; ? 4 &M)
+ P-/++0 B=>0 =2;+- =+0
1 Pek. Bet)n tu!"uk 1 L & L 5 #i"a;ah lantai, te"al 7 ! 22.0%& (& Rp 67&,&50.00 Rp 1',%6,'
2 Pek. Ra"at "et)n tu!"uk 1 L & L 5, te"al 7 ! 6.&%6 (& Rp 67&,&50.00 Rp ',&00,0
P-/++0 B=>0 =+0 1 ' ! ' "
1 Pek. K)l)! truktur &5/&5 ! :Q000 ! .# >'00 !<, type K1 10.%00 (& HRF
2 Pek. K)l)! truktur 25/25 ! :Q000 ! .# >'00 !<, type K2 0.250 (& HRF
& Pek. K)l)! prakti 10/10 ! ::Q000 ! .# >&50 !<, type Kp 0.6%0 (& Rp%,077,502.50 Rp 5,'2,7
' Pek. Bal)k lantai 25/50 !, type B1 7.1%% (& HRF
5 Pek. Bal)k lantai 25/'0 !, type B2 12.&'5 (& HRF
6 Pek. Bal)k lantai 20/&5 !, type B& 2.1&5 (& HRF
7 Pek. Bal)k lantai 20/&0 !, type B' 0.2%% (& HRF
% Pek. Bal)k lantai ")r#e tangga 20/&0 !, type B' 0.'0% (& HRF
Pek. Bal)k latei 11/20 ! #iata, type RB2 :eluruh #in#ing< 2.'62 (& HRF
10 Pek. Bal)k latei 25/'0 ! #i"a;ah kuen type ?&, type B2 1.725 (& HRF
11 Pek. 3antai plat "et)n, te"al 12 ! &0.% (& Rp5,11,10'.00 Rp 160,15,2
12 Pek. $an)py plat "et)n 10/'0 ! 2.%0% (& HRF
1& Pek. Tangga plat "et)n, type T1 :#epan< &.100 (& Rp5,11,10'.00 Rp 16,0&,'1' Pek. Tangga plat "et)n, type T2 :"elakang< 2.'0% (& Rp5,11,10'.00 Rp 12,501,0
15 Pek. -tek "ei J% ! untuk paangan "ata, jarak 50 ! HC3*F - Rp 11,%%0.50 HC
S 3+ III $
I PEKERAAN PASANGAN
+ P-/++0 P++0+0 D20;20
1 Pek. @in#ing 1/2 "atu "ata 1 L 2, tinggi 50 ! '&.150 (2 Rp 10,&10.00 Rp ',716,7
2 Pek. @in#ing 1/2 "atu "ata 1 L ' 167.50' (2 Rp 206,'15.00 Rp &',575,&
& Pek. Pleteran 1 L 2 #ua ii #in#ing "atu "ata, te"al 15 !! %6.&00 (2 Rp 62,11.20 Rp 5,&67,1
' Pek. Pleteran 1 L ' #ua ii #in#ing "atu "ata, te"al 15 !! &&5.00% (2 Rp '6,1&7.00 Rp 15,'56,2
5 Pek. ian pleteran #in#ing '21.&0% (2 Rp 15,000.00 Rp 6,&1,6
P-/++0 P++0+0 R++= B=>0
1 Pek. Pleteran ra"at "et)n 1 L ' #ua ii, te"al 15 !! 1.2&0 (2 Rp 62,11.20 Rp 5,67&,7
2 Pek. ian pleteran ra"at "et)n 1.2&0 (2 Rp 15,000.00 Rp 1,&6%,'
9 P-/++0 F20220 A92+0 S;=
& Pek. inihing lu"ang pene!patan kuen alu!iniu! :Dnihing ai 1.000 *AT Rp1,%75,000.00 Rp 1,%75,0
9 P-/++0 S2-+2 A2
1 Pek. -aluran air &0 &0 ! %6.600 ( Rp 150,000.00 Rp 12,0,0
; P-/++0 P++0+0 L+0=+2 K+32-
1 Pek. 3antai kera!ik ;arna '0 '0 !, "agian ruangan #an hall &10.1%% (2 Rp 1%,'6'.00 Rp 5%,76,'
2 Pek. 3antai kera!ik ;arna anti lip '0 '0 !, "agian tangga ty 17.715 (2 Rp 1%,'6'.00 Rp &,&56,&
& Pek. 3antai kera!ik ;arna anti lip '0 '0 !, "agian tangga ty 1'.0%1 (2 Rp 1%,'6'.00 Rp 2,667,%
' Pek. 3antai kera!ik ;arna anti lip '0 '0 !, "agian K(/4$ 5.2%0 (2 Rp 1%&,'6'.00 Rp 6%,6
P-/++0 P++0+0 D20;20 K+32-
1 Pek. @in#ing kera!ik ;arna '0 '0 ! 4$, tinggi 200 ! 2&.000 (2 Rp 1%&,'6'.00 Rp ',21,6
@ P-/++0 P++0+0 D20;20 G+02=1 Pek. @in#ing lapi granit 60 60 ! :ta!pak #epan< 5.0&% (2 Rp 27,'6'.00 Rp 1,'07,%
S 3+ I Rp 15#,7"!,6
PEKERAAN KUSEN ALUMINIUM, KA&A DAN PENGUN&I
1 Pek. Kuen alu!iniu! ;arna )klat &E, type P?1 > Penguni 1.000 unit Rp',&%5,000.00 Rp ',&%5,0
2 Pek. Kuen alu!iniu! ;arna )klat &E, type P1 > Penguni &.000 unit Rp',500,000.00 Rp 1&,500,0
& Pek. Kuen alu!iniu! ;arna )klat &E, type P2 > Penguni 1.000 unit Rp&,0%5,000.00 Rp &,0%5,0
' Pek. Kuen alu!iniu! ;arna )klat &E, type P& > Penguni 2.000 unit Rp1,50,000.00 Rp &,00,0
5 Pek. Kuen alu!iniu! ;arna )klat &E, type P- > Penguni 1.000 unit Rp1,&60,000.00 Rp 1,&60,0
6 Pek. Kuen alu!iniu! ;arna )klat &E, type ?1 > Penguni 10.000 unit Rp',100,000.00 Rp '1,000,0
7 Pek. Kuen alu!iniu! ;arna )klat &E, type ?2 > Penguni 1.000 unit Rp&,'20,000.00 Rp &,'20,0
% Pek. Kuen alu!iniu! ;arna )klat &E, type C1 > Penguni 2.000 unit Rp1,'00,000.00 Rp 2,%00,0
Pek. Kuen alu!iniu! ;arna )klat &E, type C2 > Penguni '.000 unit Rp '00,000.00 Rp 1,600,0
S 3+ Rp 75,5,
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HARGA UMLAH
NO URAIAN PEKERAAN OLUME SATUAN SATUAN HARGA
(Rp) (Rp)
1 2 & ' 5 6 I & 5
I PEKERAAN PLAFOND
1 2%5.'7 !2 Rp 5&,'05.00 Rp 15,270,
2 Pek. 3it pla9)n# gypu! tan#ar, "agian #ala! 1%6.702 ! Rp 20,000.00 Rp &,7&',
S 3+ I Rp 1#,5,
II PEKERAAN INSTALASI LISTRIK DAN PENANGKAL PETIR
1 Pek. ($B ' gr)up > ") Panel 1.000 *nit Rp5,000,000.00 Rp 5,000,
2 Pek. ntalai litrik titik api in#uk #an pertak :Ka"el A 1 2,5 &&.000 Titik Rp %5,000.00 Rp 2,%05,
& Pek. itting #);nlight 'E > la!pu piral he!at energi -3 2' 4att 27.000 Bh Rp 65,000.00 Rp 1,755,
' Pek. -t)p k)ntak 6.000 Bh Rp '5,000.00 Rp 270,
5 Pek. -t)p ($B $ 6.000 Bh Rp &00,000.00 Rp 1,%00,
6 Pek. -aklar tunggal 2.000 Bh Rp 25,000.00 Rp 50,
7 Pa.?aringan litrik ata 1.000 unit Rp6,000,000.00 Rp 6,000,
% Pek. -aklar gan#a 7.000 Bh Rp '0,000.00 Rp 2%0,
S 3+ II Rp 17,#6,
III PEKERAAN PENGE&ATAN
1 Pek. $at #in#ing #engan at te!")k '21.&0% Rp 17,6%2.00 Rp 7,'',
2 Pek. $at pla9)n# #engan at te!")k 2%5.'7 Rp 17,6%2.00 Rp 5,056,& Pek. $at an)py plat "et)n ep)e #engan at te!")k 2%.0% Rp 17,6%2.00 Rp '6,'
' Pek. $at plint #in#ing #engan at te!")k 1.000 *nit Rp 600,000.00 Rp 600,
S 3+ III Rp 1",6!,1
I PEKERAAN SANITASI KM*&
+ P-/++0 A>2 R+0 KM*&
1 Pek. Kl)e# j)ngk)k p)relin 2.000 Bh Rp 175,000.00 Rp &50,
2 Pek. Bak air D"er gla 2.000 Bh Rp '50,000.00 Rp 00,
& Pek. -aringan air :M))r #rain< 2.000 Bh Rp 25,000.00 Rp 50,
' Pek. Kran air platik 2.000 Bh Rp 55,000.00 Rp 110,
; P-/++0 P320 *& D+0 KM*& ? A>2
1 2.000 Rp 25,000.00 Rp 50,
2 Pek. ntalai air k)t)r pipa PC$ 4 J 2E #ari aringan K( ke alu &.000 Rp 50,000.00 Rp 150,
& Pek. ntalai air k)t)r pipa PC$ 4 J 'E #ari kl)e# ke eptitan 6.500 Rp 75,000.00 Rp '%7,
S 3+ I Rp !,#7,5
S 3+ B (I?II?III?I??I?II?III?I)
Pek. Pla9)n# gypu! !!, lit pr)Dl > rangka h)ll); galalu!e 20.'0!! > '0.'0 !!, "agian #ala!
(2
(2
(2
Pek. ntalai air "erih pipa PC$ 4 J 1/2E #ari (1
(1
(1
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HARGA UMLAH
NO URAIAN PEKERAAN OLUME SATUAN SATUAN HARGA
(Rp) (Rp)
1 2 & ' 5 6 I & 5
& PEKERAAN LANTAI DUA
I PEKERAAN UPPER STRUKTUR (?4 &M .; ?8 &M)
+ P-/++0 B=>0 =+0 1 ' ! ' "
1 Pek. K)l)! truktur &5/&5 ! :>'00 ! .# >'50 !<, type K1 %.100 HRF
2 Pek. K)l)! truktur &5/&5 ! :>'00 ! .# >'00 !<, type K1 1.''0 HRF
& Pek. K)l)! truktur &0/&0 ! :>'00 ! .# >&50 !<, type K1 1.%0 HRF
' Pek. K)l)! prakti 10/10 ! ::>'00 ! .# >'50 !<, type Kp 0.1&5 Rp%,077,502.50 Rp 1,00,'
5 Pek. K)l)! prakti 10/10 ! ::>'00 ! .# >'00 !<, type Kp 0.2%0 Rp%,077,502.50 Rp 2,261,7
6 Pek. K)l)! prakti 10/10 ! ::>'00 ! .# >&50 !<, type Kp 0.175 Rp%,077,502.50 Rp 1,'1&,5
7 Pek. Bal)k lantai atap plat "et)n 1&/20 !, type RB2 0.&0' HRF
% Pek. Bal)k lantai atap plat "et)n 20/'0 !, type RB& 5.00' HRF
Pek. Bal)k latei 11/20 ! #iata, type RB2 :eluruh #in#ing< 2.'62 Rp6,6&','%&.00 Rp 16,&&2,7
10 Pek. Bal)k latei 25/'0 ! #i"a;ah kuen type ?&, type B2 1.&60 HRF
11 Pek. Ring "al)k 20/&0 !, type RB1 5.7'2 HRF
12 Pek. Ring "al)k 1&/20 !, type RB2 0.07 HRF
1& Pek. tap plat "et)n, te"al 12 ! %.1' Rp5,11,10'.00 Rp '6,271,7
1' Pek. $an)py plat "et)n 10/'0 ! 2.612 HRF
15 Pek. $an)py plat "et)n 10/60 ! 0.%'0 HRF15 Pek. -tek "ei J% ! untuk paangan "ata, jarak 50 ! HC3*F Kg Rp 11,%%0.50 HC
S 3+ I
II PEKERAAN PASANGAN
+ P-/++0 P++0+0 D20;20
1 Pek. @in#ing 1/2 "atu "ata 1 L ' '2&.750 Rp 206,'15.00 Rp %7,'6%,&
2 Pek. Pleteran 1 L ' #ua ii #in#ing "atu "ata, te"al 15 !! %'7.500 Rp '6,1&7.00 Rp &,101,1
& Pek. ian pleteran #in#ing %'7.500 Rp 15,000.00 Rp 12,712,5
P-/++0 F20220 A=+p P+= B=>0
1 Pek. Pleteran 1 L ' per!ukaan atap plat "et)n, te"al 15 !! 7'.2%1 Rp '6,1&7.00 Rp &,'27,0
2 Pek. ian pleteran atap plat "et)n 7'.2%1 Rp 15,000.00 Rp 1,11',2
& 7'.2%1 Rp 50,000.00 Rp &,71',0
9 P-/++0 P++0+0 L+0=+2 K+32-
1 Pek. 3antai kera!ik ;arna '0 '0 !, "agian ruangan #an hall 2%0.667 Rp 1%,'6'.00 Rp 5&,176,&
2 Pek. 3antai kera!ik ;arna anti lip '0 '0 !, "agian K(/4$ 5.2%0 Rp 1%&,'6'.00 Rp 6%,6
; P-/++0 P++0+0 D20;20 K+32-
1 Pek. @in#ing kera!ik ;arna '0 '0 ! 4$, tinggi 200 ! 2&.000 Rp 1%&,'6'.00 Rp ',21,6
P-/++0 P++0+0 D20;20 G+02=
1 Pek. @in#ing lapi granit 60 60 ! :ta!pak #epan< 10.670 Rp 600,000.00 Rp 6,'02,0
S 3+ II Rp !1!,"",#4
III PEKERAAN KUSEN ALUMINIUM, KA&A DAN PENGUN&I
1 Pek. Kuen alu!iniu! ;arna )klat &E, type P?1 > Penguni 1.000 *nit Rp',&%5,000.00 Rp ',&%5,0
2 Pek. Kuen alu!iniu! ;arna )klat &E, type P1 > Penguni &.000 *nit Rp',500,000.00 Rp 1&,500,0
& Pek. Kuen alu!iniu! ;arna )klat &E, type P2 > Penguni 1.000 *nit Rp&,0%5,000.00 Rp &,0%5,0
' Pek. Kuen alu!iniu! ;arna )klat &E, type P& > Penguni 2.000 *nit Rp1,50,000.00 Rp &,00,0
5 Pek. Kuen alu!iniu! ;arna )klat &E, type P- > Penguni 1.000 *nit Rp1,&60,000.00 Rp 1,&60,06 Pek. Kuen alu!iniu! ;arna )klat &E, type ?1 > Penguni 10.000 *nit Rp',100,000.00 Rp '1,000,0
7 Pek. Kuen alu!iniu! ;arna )klat &E, type ?2 > Penguni 1.000 *nit Rp&,'20,000.00 Rp &,'20,0
% Pek. Kuen alu!iniu! ;arna )klat &E, type ?& > Penguni 1.000 *nit Rp6,170,000.00 Rp 6,170,0
Pek. Kuen alu!iniu! ;arna )klat &E, type C1 > Penguni 2.000 *nit Rp1,'00,000.00 Rp 2,%00,0
10 Pek. Kuen alu!iniu! ;arna )klat &E, type C2 > Penguni '.000 *nit Rp '00,000.00 Rp 1,600,0
S 3+ III Rp 81,!!,
I PEKERAAN ATAP
1 Pek. Ku#aku#a "aja ringan inalu!e $.75 > R.'5 &%.&0' Rp 16,05.00 Rp 65,%2,&
2 Pek. tap genteng !etal ;arna, te"al 0,25 !! :tektur< &%.&0' Rp 10&,'%5.00 Rp '0,2%7,1
Pek.Pa.lu!iniu! P)il &%.&0' !2 Rp %&,2%0.00 Rp &2,'21,2
& Pek. A)k ata "ulat !etal inalu!e, te"al 0,25 !!:tektur< 7.%75 Rp 7%,705.00 Rp 6,2%6,5
' Pek. A)k a!ping k)nul !etal inalu!e ;arna 2.500 Rp 55,000.00 Rp 1&7,5
5 Pek. Talang plat alu!iniu! 2%.000 Rp %5,000.00 Rp 2,&%0,0
6 Pek. 3itplank D"er e!en 5 &00 !! teritian atap %2.650 Rp 65,650.00 Rp 5,'25,
S 3+ I Rp 15!,767,7
(&
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(2
(2
(2
(2
(2
Pek. 4ater pr))Dng per!ukaan an)py #an atap plat "et)n (2
(2
(2
(2
(2
(2
(2
(1
(1
(1
(1
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HARGA UMLAH
NO URAIAN PEKERAAN OLUME SATUAN SATUAN HARGA
(Rp) (Rp)
1 2 & ' 5 6 I &
PEKERAAN PLAFOND
1 &15.'6% Rp 5&,'05.00 Rp 16,%'7
2 %2.2&% Rp 5&,'05.00 Rp ',&1
& Pek. Rangka h)l); galalu!e 15.&5 !! > &5.&5 !! &7.705 Rp 120,000.00 Rp '7,72'
' Pek. 3it pla9)n# gypu! tan#ar, "agian #ala! 200.150 Rp 65,000.00 Rp 1&,00
5 Pek. 3it pla9)n# gypu! tan#ar, "agian #in#ing teritian atap 76.600 Rp 65,000.00 Rp ',7
S 3+ Rp 65,71","
I PEKERAAN INSTALASI LISTRIK DAN PENANGKAL PETIR
1 Pek. ($B ' gr)up > ") Panel 1.000 *nit Rp5,000,000.00 Rp 5,000
2 Pek. ntalai litrik titik api in#uk #an pertak :Ka"el A 1 2,5 &.000 Titik Rp %5,000.00 Rp &,&15
& Pek. itting #);nlight 'E > la!pu piral he!at energi -3 2' 4att &&.000 Bh Rp 65,000.00 Rp 2,1'5
' Pek. -t)p k)ntak 6.000 Bh Rp '5,000.00 Rp 270
5 Pek. -t)p ($B $ 6.000 Bh Rp 150,000.00 Rp 00
6 Pek. -aklar tunggal 2.000 Bh Rp 25,000.00 Rp 50
7 Pek. -aklar gan#a 7.000 Bh Rp '0,000.00 Rp 2%0
% Pek.?aringan litrik ata 1.000 unit Rp%,000,000.00 Rp %,000
Pek. ntalai Penangkal Petir 2.000 Bh Rp6,000,000.00 Rp 12,000
S 3+ I Rp "1,#6,
II PEKERAAN PENGE&ATAN
1 Pek. $at litplank D"er e!en #engan at !inyak 2'.75 Rp 17,6%2.00 Rp '&%
2 Pek. $at #in#ing #engan at te!")k %'7.500 Rp 17,6%2.00 Rp 1',%5
& Pek. $at pla9)n# #engan at te!")k &7.71 Rp 17,6%2.00 Rp 7,0&2
' Pek. $at an)py plat "et)n ep)e #engan at te!")k 26.12 Rp 17,6%2.00 Rp '61
5 Pek. $at plint #in#ing #engan at te!")k 1.000 *nit Rp 7%,6%.70 Rp 7%
S 3+ II Rp !",8#6,6
III PEKERAAN SANITASI KM*&
+ P-/++0 A>2 R+0 KM*&
1 Pek. Kl)e# j)ngk)k p)relin 2.000 Bh Rp 175,000.00 Rp &502 Pek. Bak air D"er gla 2.000 Bh Rp '50,000.00 Rp 00
& Pek. -aringan air :M))r #rain< 2.000 Bh Rp 25,000.00 Rp 50
' Pek. Kran air platik 2.000 Bh Rp 55,000.00 Rp 110
P-/++0 P320 KM*& ? A>2
1 2.000 Rp 25,000.00 Rp 50
2 Pek. ntalai air k)t)r pipa PC$ 4 J 2E #ari aringan K( ke alu 1'.500 Rp 50,000.00 Rp 725
& Pek. ntalai air k)t)r pipa PC$ 4 J 'E #ari kl)e# ke eptitan 15.000 Rp 75,000.00 Rp 1,125
9 P-/++0 P320 A=+p P+= B=>0 T+0+ TCp 1 (;p+0)
1 1%.000 Rp 75,000.00 Rp 1,&50
; P-/++0 P320 A=+p P+= B=>0 T+0+ TCp ! (+-+0)
1 1%.000 Rp 75,000.00 Rp 1,&50
S 3+ III Rp 6,1,
S 3+ & (I?II?III?I??I?II?III)
Pek. Pla9)n# gypu! !!, lit pr)Dl > rangka h)ll); galalu!e 20.'0!! > '0.'0 !!, "agian #ala!
(2
Pek. Pla9)n# gypu! !!, lit pr)Dl > rangka h)ll); galalu!e 20.'0!! > '0.'0 !!, "agian #ala!
(2
(2
(1
(1
(2
(2
(2
(2
Pek. ntalai air "erih pipa PC$ 4 J 1/2E #arih)ket pipa turunan &/'E ke kran air K(/4$
(1
(1
(1
Pek. ntalai air hujan pipa PC$ 4 J 'E #ari atap plat "et)ntangga ke aluran
(1
Pek. ntalai air hujan pipa PC$ 4 J 'E #ari atap plat "et)ntangga ke aluran
(1
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HARGA UMLAH
NO URAIAN PEKERAAN OLUME SATUAN SATUAN HARGA
(Rp) (Rp)
1 2 & ' 5 6 I & 5
D PEKERAAN SARANA DAN PRASARANA
+ P-/++0 I0=++2 I0= D+0 O== A2 B2
1 11.500 Rp 20,000.00 Rp 2&0,
2 10.000 Rp '0,000.00 Rp '00,
& 11.500 Rp 20,000.00 Rp 2&0,
P-/++0 A2 B2 D+0 P0-+p+0
1 1.000 *nit HHH Rp 25,000,
2 Pek. ?et pu!p #aya hiap 100 (1 > intalai ka"el A( 2 2,5 !! 1.000 *nit Rp5,000,000.00 Rp 5,000,
& Pek. Tanki air tainlee teel kapaita 1000 liter > #u#ukan 2.000 Bh Rp6,000,000.00 Rp 12,000,
9 P-/++0 K>0=-2 B2
1 20.'00 Rp 500,000.00 Rp 10,200,
2 Pek. Railling tangga tainle teel J 2E > 1E %0 !, type R1 12.700 Rp1,200,000.00 Rp 15,2'0,
& Pek. Railling tangga tainle teel J 2E > 1E %0 !, type R2 %.550 Rp1,200,000.00 Rp 10,260,
; P-/++0 p+p2 ;+0 P+20 B>9-
1 Galian tanah 76.000 !& Rp 51,625.00 Rp &,2&,
2 Pek.Pair *rug 0.000 !& Rp 152,650.00 Rp 1&,7&%,
& Pa.Paing Bl)k 01.000 !2 Rp 2&0,770.00 Rp 207,2&,' Pa.Kantin 1&'.000 ! Rp 75,000.00 Rp 10,050,
5 Pa.Batu kali /pelapi te"ing %5.000 !& Rp 666,025.00 Rp 56,612,
6 Pek.pleteran 22%.000 !2 Rp 62,11.20 Rp 1',17,
7 Pek.ian 22%.000 !2 Rp 15,000.00 Rp &,'20,
% Pek.Pipa Re!"e 1.000 unit Rp2,500,000.00 Rp 2,500,
Pa k)l)! truktur 20/&0 5.700 !& Rp2,61,62&.50 Rp 16,%%1,
10 Pa.p)n#ai plat '.%60 !& Rp2,61,62&.50 Rp 1',&&,
11 Pek.Pe!"uatan P)t "unga 50 50150 %.000 unit Rp1,500,000.00 Rp 12,000,
:pa "atu "ata #ipleter>aian<>"unga
S 3+ D Rp 4"4,18!,!E PEKERAAN SEPTI&TANK DAN PERESAPAN
+ P-/++0 Sp=29=+0-
1 Pek. Galian tanah 5.67 Rp 51,625.00 Rp &0%,
2 Pek. *rugan pair, te"al 10 ! 0.'5 Rp 152,650.00 Rp 70,
& Pek. Pa. Batu "ata 1 L ' 15.600 Rp 62,11.20 Rp 70,
' Pek. Pleteran 1 L ' atu ii, te"al 15 !! :#in#ing #an lantai< 1&.200 Rp '6,1&7.00 Rp 60,
5 Pek. Bet)n tu!"uk 1 L & L 5 untuk lantai, te"al 10 ! 0.&1& Rp 67&,&50.00 Rp 210,
6 Pek. Plat "et)n "ertulang 1 L 2 L & untuk penutup, te"al 10 ! 0.'55 Rp2,61,62&.50 Rp 1,&'7,
7 Pek. Bal)k latei 11/15 ! 0.025 Rp2,61,62&.50 Rp 7&,
% Pek. 3u"ang k)ntr)l > pipa ha;a 1.000 *nit Rp 250,000.00 Rp 250,
Pek. ntalai air k)t)r pipa PC$ 4 J &E #ari eptitank kepere '.000 Rp 60,000.00 Rp 2'0,
P-/++0 P+p+0
1 Pek. Galian tanah 1.6' Rp 51,625.00 Rp %7,
2 Pek. 3apian ijuk, te"al &0 ! 0.1'7 Rp1,500,000.00 Rp 220,
& Pek. 3apian k)ral "erih, te"al 50 ! 0.2'5 Rp 250,000.00 Rp 61,
' Pek. ntalai air k)t)r pipa PC$ 4 J &E #ari pereapan kealura '.000 Rp 60,000.00 Rp 2'0,
S 3+ E Rp 4,688,1
U0=- ! U02= ! NC+ Rp #,"76,!
G PEKERAAN LAIN:LAIN
1 Pek. Pe!"erihan akhir pekerjaan 1.000 *nit 3 Rp1,15',000.00 Rp 1,15',
S 3+ F Rp 1,154,
Pek. ntalai air "erih pipa PC$ 4 J 1E #ari !ein p)!pa ke ta (1
Pek. ntalai air "erih pipa PC$ 4 J &/'E #ari tanki ke h)ket pipa 1/ (1
Pek. ntalai air kura pipa PC$ 4 J 1E #ari tanki ke pereapan/aluran (1
Pek. -u!ur ")r J 'E :Pipa e#)t '0 (1 > ")ring ke#ala!an 100(1< #an ru!ah !ein
Pek. Grill aluran "ei 3.&5.&5 > J 12 10 !, le"ar &0 ! (1
(1
(1
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(2
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REN&ANA ANGGARAN BIA
P>+3 ' P020-+=+0 S++0+ ;+0 P+++0+ Ap++= M+-+
P-/++0 ' S++0+ L20-0+0 P0+;2+0 T2p2-> B0-
L>-+2 ' K>=+ B M!T+0 A0++0 ' !15
NO URAIAN PEKERAAN OLUME
1 2 &
A PEKERAAN PERSIAPAN
+ P-/++0 P2+p+0 U33
1 Pek. Papan na!a kegiatan 1.000
2 Pek. Barak kerja/gu#ang 1.000
& Pek. -teger kerja 2%%.000
' Pek. PPPK #an tek 1.0005 Pek. Biaya a#!initrai, #)ku!entai, pelap)ran a "uil# #ra;in 1.000
P-/++0 P2+p+0 F22-
1 Pek. Pe!"erihan l)kai 1.000
2 Pek. B)u;plank #an pengukuran
& Pek. Biaya pe!erikaan j)" !i !aterial !utu K.225 1.000
S 3+ A
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A (RAB)
+ A0
HARGA UMLAH
SATUAN SATUAN HARGA
(Rp) (Rp)
' 5 6 I & 5
unit Rp &00,000.00 Rp &00,000.00
unit Rp ',000,000.00 Rp ',000,000.00
unit Rp 125,000.00 Rp &6,000,000.00
unit Rp 5,000,000.00 Rp 5,000,000.00unit Rp '',500,000.00 Rp '',500,000.00
unit Rp 1,'&2,000.00 Rp 1,'&2,000.00
unit Rp %5,000.00 Rp
unit Rp 10,000,000.00 Rp 10,000,000.00
Rp11,!"!,.
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Daftar Harga Bahan & Upah Kerja
A. UPAH TUKANG
1 Pekerja ……………………………………….. Rp. 66,000.00 /Hari
2 Mandor ……………………………………….. Rp. 85,000.00 /Hari
3 Tukang ……………………………………….. Rp. 80,000.00 /Hari
4 KepalaTukang ……………………………………….. Rp. 90,000.00 /Hari
5 pera!or ……………………………………….. Rp. 120,000.00 /ja"
6 Pe"#an!u opera!or ……………………………………….. Rp. 105,000.00 /ja"
B. HARGA HABAN
1 $e%i #e!on &polo%' dia 16 ……………………………………….. Rp. 10,000.00 /Kg
2 $e%i #e!on &polo% ' dia 12 ……………………………………….. Rp. 10,000.00 /Kg
3 $e%i $e!on&polo%' dia 10 ……………………………………….. Rp. 10,000.00 /Kg
4 $e%i $e!on &polo% ' dia 8 ……………………………………….. Rp. 10,000.00 /Kg
5 $e%i $e!on &polo%' dia 6 ……………………………………….. Rp. 10,000.00 /Kg
6 $e%i $e!on &ulir' dia 16 ……………………………………….. Rp. 10,000.00 /Kg
( $e%i $e!on &ulir' dia 12 ……………………………………….. Rp. 10,000.00 /Kg
8 Ka)a! #e!on ……………………………………….. Rp. 18,000.00 /Kg9 $e%i *!rip ……………………………………….. Rp. 5,000.00 /"+
10 $e%i *iku 50.50.5 ……………………………………….. Rp. 400,000.00 /#!g
11 $e%i %iku 40.40.4 ……………………………………….. Rp. 350,000.00 /#!g
12 $e%i %iku 30.30.3 ……………………………………….. Rp. 250,000.00 /#!g
13 $e%i al-ani% "d 4 ……………………………………….. Rp. 650,000.00 /#!g
14 $e%i al-ani% "d 3 ……………………………………….. Rp. 500,000.00 /#!g
15 $e%i al-ani% "d 2 ……………………………………….. Rp. 2(5,000.00 /#!g
16 Pla! lu"iniu" KMP*T ……………………………………….. Rp. 350,000.00 /l#r
1( Ko%en alu"iniu" & T.08 "" ' ……………………………………….. Rp. 80,000.00 /"+
18 Ko%en lu"iniu" pu!i.T. 1 "" ……………………………………….. Rp. 105,000.00 /"+
19 Ko%en lu"iniu" &T.1 "" ' ark $ro)n ……………………………………….. Rp. 120,000.00 /"+
20 Tana urug ……………………………………….. Rp. 50,000.00 /"3
21 Pa%ir urug ……………………………………….. Rp. 110,000.00 /"3
22 Pa%ir pa%ang/#e!on ……………………………………….. Rp. 150,000.00 /"3
23 $a!u #a!a ……………………………………….. Rp. (00.00 /$ua
24 $a!u kali/$a!u #ela ……………………………………….. Rp. 1(0,000.00 /"3
25 Pa-ing $lok %egi e"pa! ……………………………………….. Rp. 1,(00.00 /$ua
26 Pa-ing $lok %egi ena" ……………………………………….. Rp. 2,500.00 /$ua
2( $a!u o%!er )arna ……………………………………….. Rp. 8,000.00 /$ua
28 $a!u o%!er #ia%a ……………………………………….. Rp. 5,000.00 /$ua
29 *e"en Por!land P ……………………………………….. Rp. 1,300.00 /Kg
30 *e"en Por!land !pe M ……………………………………….. Rp. 1,100.00 /Kg
31 *e"en 7arna ……………………………………….. Rp. 2,500.00 /Kg
32 Koral or #er%i ……………………………………….. Rp. 200,000.00 /"3
33 Koral or a"pur ……………………………………….. Rp. 1(5,000.00 /"334 $a!u pea *pli! 1/2,2/3 ……………………………………….. Rp. 400,000.00 /"3
35 $a!u pea 3/5,5/( ……………………………………….. Rp. 400,000.00 /"3
36 *eng gelo"#ang $* 20 ……………………………………….. Rp. 35,000.00 /l#r
3( *eng pla! $* 30 ……………………………………….. Rp. 45,000.00 /l#r
38 !ap gen!eng "e!al ……………………………………….. Rp. 35,000.00 /$
39 $u#ungan gen!eng ……………………………………….. Rp. 40,000.00 /$
40 !ap gen!eng "e!al Tek%!ur ……………………………………….. Rp. 65,000.00 /$
41 $u#ungan gen!eng Tek%!ur ……………………………………….. Rp. 45,000.00 /$
42 Paku %eng ……………………………………….. Rp. 25,000.00 /Kg
43 Paku gen!eng ……………………………………….. Rp. (5,000.00 /Kg
44 Paku a"puran/$ia%a ……………………………………….. Rp. 15,000.00 /Kg
45 Paku alu% ……………………………………….. Rp. 1(,500.00 /Kg
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46 e" Kau ……………………………………….. Rp. 1(,500.00 /!
4( e"pul ……………………………………….. Rp. 10,000.00 /Kg
48 Pla"ir ……………………………………….. Rp. 15,000.00 /Kg
49 "pla% ……………………………………….. Rp. 5,000.00 /l#r
50 a! "en ……………………………………….. Rp. 15,000.00 /Kg
51 Minak a! ……………………………………….. Rp. 22,500.00 /Kg
52 a! kau ……………………………………….. Rp. 5(,000.00 /Kg
53 a! !e"#ok ……………………………………….. Rp. 25,000.00 /Kg
54 Ter ……………………………………….. Rp. 3,500.00 /l!r
55 Kua% ……………………………………….. Rp. 12,500.00 /$
56 Pl)ood 4 "" ……………………………………….. Rp. 55,000.00 /#r
5( Mul!iplek 6 "" ……………………………………….. Rp. (5,000.00 /#r
58 Mul!iplek 9 "" ……………………………………….. Rp. 145,000.00 /#r
59 Mul!iplek 12 "" ……………………………………….. Rp. 1(5,000.00 /#r
60 p%u" T. 9 "" ……………………………………….. Rp. 95,000.00 /#r
61 p%u" T. 6 "" ……………………………………….. Rp. 65,000.00 /#r
62 p%u" T.4 "" ……………………………………….. Rp. 60,000.00 /#r
63 PT T. 9 MM ……………………………………….. Rp. 90,000.00 /#r
64 Kaa #ening 3 "" ……………………………………….. Rp. 90,000.00 /"2
65 Kaa #ening 5 "" ……………………………………….. Rp. 100,000.00 /"2
66 Kaa a#en 5 "" ……………………………………….. Rp. 145,000.00 /"2
6( Kaa Pana%a: 5 "" ……………………………………….. Rp. 1,500,000.00 /"268 Kaa $ening 12 "" ……………………………………….. Rp. 5,000,000.00 /"2
69 &pa#rika%i ' 2 daun ……………………………………….. Rp. 25,000,000.00 /uni!
(0 Kera"ik 40 ; 40 " &$< MT=>P?TH' an!ai ……………………………………….. Rp. 1(,000.00 /$ua
(1 Kera"ik 40 ; 40 " &"o!i:>rand "a%!er ' an!ai ……………………………………….. Rp. 1(,000.00 /$ua
(2 Kera"ik 40 ; 40 " &Mulia>uk reen' an!ai ……………………………………….. Rp. 15,000.00 /$ua
(3 rani! 40 ; 40 " &dinding ' ……………………………………….. Rp. 30,000.00 /$ua
(4 rani! 60 ;60 " ……………………………………….. Rp. 65,000.00 /$ua
(5 Kera"ik 30 ; 30 ">an!ai ……………………………………….. Rp. 4,000.00 /$ua
(6 Kera"ik 40 ; 40 " ……………………………………….. Rp. 14,000.00 /$ua
(( Kera"ik 40 ; 40 " KM/7 ……………………………………….. Rp. 14,000.00 /$ua
(8 Kera"ik 20 ; 25 " inding ……………………………………….. Rp. 3,500.00 /$ua
(9 Kau dolken ……………………………………….. Rp. 5,000.00 /$!g
80 Kau kela% @ &lokal ' ……………………………………….. Rp. 2,500,000.00 /"3
81 Kau kela% &lokal ' ……………………………………….. Rp. 3,200,000.00 /"3
82 Minak #eki%!ing ……………………………………….. Rp. (,500.00 /!
83 i%!plank =i#er pla! T. 30 " ……………………………………….. Rp. 45,000.00 /"+
84 Klo%e! ongkok ……………………………………….. Rp. 1(5,000.00 /$ua
85 Kran air ……………………………………….. Rp. 55,000.00 /$ua
86 $ak ir @i#er ……………………………………….. Rp. 450,000.00 /$ua
8( Klo%e! uduk "erk To!o ……………………………………….. Rp. 2,500,000.00 /$ua
88 Pipa Pengura% $ak air ……………………………………….. Rp. 15,000.00 /$ua
89 7a%!a:el ……………………………………….. Rp. 1,300,000.00 /$ua
90 ?rinoir ……………………………………….. Rp. 2,000,000.00 /$ua
91 Pipa ) 4 ……………………………………….. Rp. (5,000.00 /"+
92 Pipa ) 3 ……………………………………….. Rp. 60,000.00 /"+93 Pipa ) 2 ……………………………………….. Rp. 50,000.00 /"+
94 Pipa 3/4 ……………………………………….. Rp. 40,000.00 /"+
95 Pipa 1/2 ……………………………………….. Rp. 25,000.00 /"+
96 Pipa 1 ……………………………………….. Rp. 20,000.00 /"+
9( Ted"ond 2 "3 ……………………………………….. Rp. 3,000,000.00 /$ua
98 Ted"on 1 "3 ……………………………………….. Rp. 1,800,000.00 /$ua
99 Ted"ond 0.5 "3 ……………………………………….. Rp. 1,500,000.00 /$ua
100 *aringan air ……………………………………….. Rp. 25,000.00 /$ua
101 *aklar !unggal ……………………………………….. Rp. 25,000.00 /$ua
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102 *aklar ganda ……………………………………….. Rp. 40,000.00 /$ua
103 a"pu T. 2;40 )a!! ……………………………………….. Rp. 500,000.00 /$ua
104 a"pu T. 2 ; 36 )a!! &ar!oli!e' ……………………………………….. Rp. 350,000.00 /uni!
105 a"pu *. , 18 )a!! A :i!!ing ……………………………………….. Rp. 65,000.00 /$ua
106 a"pu * 10 )a!! ……………………………………….. Rp. 25,000.00 /$ua
10( a"pu * 45 )a!! ……………………………………….. Rp. 125,000.00 /$ua
108 a"pu * 23 )a!! ……………………………………….. Rp. 65,000.00 /$ua
109 o)n lig!&!ana"' &a%%e%ori%' 5 ……………………………………….. Rp. 45,000.00 /$ua
110 o)n lig!&!ana"' &a%%e%ori%' 4 ……………………………………….. Rp. 30,000.00 /$ua
111 a"pu Pijar 40 )a!! A :i!!ing ……………………………………….. Rp. 15,000.00 /$ua
112 *!op kon!ak ……………………………………….. Rp. 45,000.00 /$ua
113 *!op kon!ak ……………………………………….. Rp. 300,000.00 /$ua
114 $o; Bekering ……………………………………….. Rp. 125,000.00 /?ni!
115 Kuni pin!u !ana" #ia%a ……………………………………….. Rp. 125,000.00 /$ua
116 Kuni !ana" KM/7 ……………………………………….. Rp. (5,000.00 /$ua
11( Handle Pin!u &*!ainle% #a"#u ' ……………………………………….. Rp. 2(5,000.00 /$ua
118 Kuni pin!u &%elinder/nlok' ……………………………………….. Rp. 250,000.00 /$ua
119 <ng%el Pin!u Ko#o ……………………………………….. Rp. 25,000.00 /$ua
120 <ng%el pin!u ……………………………………….. Rp. 12,000.00 /$ua
121 <ng%el jendela ……………………………………….. Rp. (,500.00 /$ua
122 <ng%el angin ……………………………………….. Rp. (,500.00 /$ua
123 Handle/pegangan jendela ……………………………………….. Rp. (,500.00 /$ua124 rendel jendela ……………………………………….. Rp. 8,500.00 /$ua
125 Hak angin jendela ……………………………………….. Rp. (,500.00 /$ua
126 rendel pin!u ……………………………………….. Rp. 12,000.00 /$ua
12( $aja ringan ……………………………………….. Rp. 16,000.00 /Kg
128 $e%i %iku ……………………………………….. Rp. 9,500.00 /$ua
129 $au! ……………………………………….. Rp. 12,500.00 /$ua
130 Ki%i ki%i alu"iniu" ……………………………………….. Rp. 3(,000.00 /M+
131 angka jendela alu"iniu" ……………………………………….. Rp. 60,000.00 /M+
132 $e%i Hollo) ……………………………………….. Rp. 16,000.00 /M+
133 Kare! kaa ……………………………………….. Rp. 6,000.00 /M+
134 e" kaa ……………………………………….. Rp. 12,000.00 /kg
135 Paku !e"#ak alu"iniu" ……………………………………….. Rp. (50.00 /$ua
136 *iku/%kor ku%en ……………………………………….. Rp. 10,000.00 /$ua
13( $e%i olo 4 " ; 4 " ……………………………………….. Rp. 11,000.00 /M+
138 $e%i olo 5 " ; 5 " ……………………………………….. Rp. 15,000.00 /M+
139 Paku #au! ……………………………………….. Rp. 30,000.00 /Kg
140 o"pon ……………………………………….. Rp. 5,000.00 /Kg
141 Tek%!il ……………………………………….. Rp. 5,000.00 /+"+
142 i% p%u" ……………………………………….. Rp. 15,000.00 /+"+
143 lu"iniu" =oil CCCCCCCCCCCCCCC.. p. 65,000.00 /"2
144 *e)a <;a-a!or CCCCCCCCCCCCCCC.. p. 400,000.00 /ja"
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Daftar Analisa
Program : Peningkatan arana !an Prasarana Aparat"r #ahkamah Ag"ng
Pekerjaan : arana $ingk"ngan Penga!ilan Tipikor Bengk"l"
$okasi : Kota Bengk"l"
Tah"n Anggaran : %'(
Analisa Uraian Pekerjaan
H. at"an
)Rp.*
A.%.+.'.' M3 D TDH $* 1 M
Pekerja 0.(50 o 66,000.00
Tukang ali > o >
Kepala Tukang > o >
Mandor 0.025 o 85,000.00
A.%.+.'.% M3 D TDH $* *<M 2 M
Pekerja 0.900 o 66,000.00
Tukang ali > o >
Kepala Tukang > o >
Mandor 0.045 o 66,000.00
A.%.+.'., M3 ??D TDH K<M$
Pekerja 0.500 o 66,000.00
Tukang ali > o
Kepala Tukang > o
Mandor 0.050 o 85,000.00
A.%.+.'.'' M3 ??D P*
$aan
Pa%ir urug 1.200 "3 110,000.00
u"la &1'
TenagaPekerja 0.300 o 66,000.00
Tukang ali > o >
Kepala Tukang > o >
Mandor 0.010 o 85,000.00
u"la &2'
ABK-PB M3 M<M$?T $<TD T?M$?K 1P E 3 P% E 5Kr u"la 1A2
./ $aan
*e"en por!land 218.000 kg 1,300.00
Pa%ir pa%ang 0.520 "3 150,000.00
Koral #e!on 0.8(0 "3 200,000.00
u"la &1'
Tenaga
Pekerja 1.650 o 66,000.00
Tukang #a!u 0.250 o 80,000.00
Kepala Tukang 0.025 o 90,000.00
Mandor 0.080 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
A.+.%.'.% M3 P*DD PD* $T? K 1 P E 4 P%
$aan
$a!u #ela 15/20 1.200 "3 1(0,000.00
*e"en por!land 163.000 kg 1,300.00
Pa%ir pa%ang 0.520 "3 150,000.00
u"la &1'
TenagaPekerja 1.500 o 66,000.00
Tukang #a!u 0.(50 o 80,000.00
Kepala Tukang 0.0(5 o 90,000.00
Mandor 0.0(5 o 85,000.00
u"la &2'
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Analisa Uraian PekerjaanH. at"an
)Rp.*
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
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Analisa Uraian PekerjaanH. at"an
)Rp.*
A././.'., M2 P*DD $T M<H T<$ 1/2 $T 1 P E 4 P%
$aan
$a!a "era 5;11;22 " (0.000 # (00.00
*e"en por!land 11.500 kg 1,300.00
Pa%ir pa%ang 0.043 "3 150,000.00
u"la &1'Tenaga
Pekerja 0.300 o 66,000.00
Tukang #a!u 0.100 o 80,000.00
Kepala Tukang 0.010 o 90,000.00
Mandor 0.015 o 85,000.00
u"la &2'
ju"la 1A2CCCCCCCCCCCC
A././.'.0 M2 P*DD $T M<H T<$ 1/2 $T 1 P E 2 P%
$aan
$a!a "era 5;11;22 " (0.000 # (00.00
*e"en por!land 18.950 kg 1,300.00
Pa%ir pa%ang 0.038 "3 150,000.00
u"la &1'
Tenaga
Pekerja 0.300 o 66,000.00
Tukang #a!u 0.100 o 80,000.00
Kepala Tukang 0.010 o 90,000.00
Mandor 0.015 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
A././.%.% M2 P*T<D 1 P E 2 P% Te#al 15 ""
$aan
*e"en por!land 10.224 kg 1,300.00
Pa%ir pa%ang 0.020 "3 150,000.00
u"la &1'
Tenaga
Pekerja 0.300 o 66,000.00
Tukang #a!u 0.150 o 80,000.00
Kepala Tukang 0.015 o 90,000.00
Mandor 0.150 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
A././'.+ 1 M2 P*.$T T<$ 1 $T ,1 P E4 P%
$aan
$a!u #a!a 140.000 # (00.00*e"en Por!land 26.550 kg 1,300.00
Pa%ir Pa%ang 0.093 "3 150,000.00
u"la &1'
Tenaga
Pekerja 0.600 o 66,000.00
Tukang $a!u 0.200 o 80,000.00
Kepala Tukang 0.020 o 90,000.00
Mandor 0.030 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
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Analisa Uraian PekerjaanH. at"an
)Rp.*
A././.%./ M2 P*T<D 1 P E 4 P% Te#al 15 ""
$aan
*e"en por!land 6.240 kg 1,300.00
Pa%ir pa%ang 0.024 "3 150,000.00
u"la &1'
TenagaPekerja 0.300 o 66,000.00
Tukang #a!u 0.150 o 80,000.00
Kepala Tukang 0.015 o 90,000.00
Mandor 0.015 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
A././.+.' M2 P*DD K<MK 40 ; 40 M
$aan
Kera"ik 40 ; 40 " 6.000 # 15,000.00
*e"en por!land 11.380 kg 1,300.00
Pa%ir pa%ang 0.042 "3 150,000.00
*e"en )arna 1.500 kg 2,500.00
u"la &1'
Tenaga
Pekerja 0.620 o 66,000.00
Tukang #a!u 0.350 o 80,000.00
Kepala Tukang 0.035 o 90,000.00
Mandor 0.030 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
A././.+.% M2 P*DD K<MK 40 ;40 M&K<MK DT' k"/)
$aan
Kera"ik 40 ; 40 " 6.000 # 14,000.00
*e"en por!land 11.380 kg 1,300.00
Pa%ir pa%ang 0.042 "3 150,000.00
*e"en )arna 1.500 kg 2,500.00
u"la &1'
Tenaga
Pekerja 0.620 o 66,000.00
Tukang #a!u 0.350 o 80,000.00
Kepala Tukang 0.035 o 90,000.00
Mandor 0.030 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
A././.+.+ M2 P*DD DD K<MK 40 ; 40 M KM/7
$aanKera"ik 40 ; 40 " 6.000 # 14,000.00
*e"en por!land 11.380 kg 1,300.00
Pa%ir pa%ang 0.042 "3 150,000.00
*e"en )arna 1.500 kg 2,500.00
u"la &1'
Tenaga
Pekerja 0.620 o 66,000.00
Tukang #a!u 0.350 o 80,000.00
Kepala Tukang 0.035 o 90,000.00
Mandor 0.030 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
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Analisa Uraian PekerjaanH. at"an
)Rp.*
A././.+./ M2 P*DD PDT DD K<MK 10 ; 20 M
$aan
kera"ik 10 ; 20 " 10.000 # 1,500.00
*e"en por!land 9.300 kg 1,300.00
Pa%ir pa%ang 0.018 "3 150,000.00
*e"en )arna 1.500 kg 2,500.00u"la &1'
Tenaga
Pekerja 0.600 o >
Tukang #a!u 0.450 o 66,000.00
Kepala Tukang 0.045 o 80,000.00
Mandor 0.030 o 90,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
PB M2 P*DD P@D $K
$aan
Pa-ing #lok 40.000 # 2,500.00
Pa%ir urug 0.150 "3 110,000.00
u"la &1'
Tenaga
Pekerja 0.(20 o 66,000.00
Tukang #a!u 0.350 o 80,000.00
Kepala Tukang 0.100 o 90,000.00
Mandor 0.350 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
G./' M3 P<K. $<TD $<T?D 1E2E3
A $a!u %pli! /$a!u pea 1/2,2/3 0.650 "3 400,000.00
*e"en 388.000 kg 1,300.00
Pa%ir pa%ang 0.650 "3 150,000.00
Tukang 1.000 o 80,000.00
Kepala !ukang 0.100 o 90,000.00
Pekerja 6.000 o 66,000.00
Mandor 0.300 o 85,000.00
B 1 K. P<K. $<* $<TD &KM,$K'
$e%i #e!on 1.050 kg 10,000.00
Ka)a! #e!on 0.015 kg 18,000.00
Tukang 0.00( o 80,000.00
Kepala !ukang 0.000( o 90,000.00
Pekerja 0.00( o 66,000.00
Mandor 0.0003 o 85,000.00
1 K. P<K. $<* $<TD &PT DT '
$e%i #e!on 1.050 kg 10,000.00
Ka)a! #e!on 0.015 kg 18,000.00
Tukang 0.00( o 80,000.00
Kepala !ukang 0.000( o 90,000.00
Pekerja 0.00( o 66,000.00
Mandor 0.0003 o 85,000.00
8/17/2019 Rab Pagar Tipkr 15
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Analisa Uraian PekerjaanH. at"an
)Rp.*
1 M2 P<K. KF? $<K*TD & PD PT,'
Kau kela% @ 0.040 "3 2,500,000.00
Paku 0.300 kg 15,000.00
Minak #eki%!ing 0.100 kg (,500.00
Tukang 0.260 o 80,000.00
Kepala !ukang 0.026 o 90,000.00Pekerja 0.300 o 66,000.00
Mandor 0.005 o 85,000.00
D M2 P<K. KF? $<K*TD &KM '
Kau kela% @ 0.040 "3 2,500,000.00
Paku 0.400 kg 15,000.00
Minak #eki%!ing 0.200 kg (,500.00
Muliplek 9 "" 0.350 #r 145,000.00
$alok Kau 0.018 "3 3,200,000.00
Tukang 0.330 o 80,000.00
Kepala !ukang 0.033 o 90,000.00
Pekerja 0.320 o 66,000.00
Mandor 0.006 o 85,000.00
2 M2 P<K. KF? $<K*TD &DT '
Kau kela% @ 0.040 "3 2,500,000.00
Paku 0.400 kg 15,000.00
Minak #eki%!ing 0.200 kg (,500.00
Muliplek 9 "" 0.350 #r 145,000.00
Kau dolken 6.000 $!g 5,000.00
$alok Kau 0.015 "3 3,200,000.00
Tukang 0.330 o 80,000.00
Kepala !ukang 0.033 o 90,000.00
Pekerja 0.320 o 66,000.00
Mandor 0.006 o 85,000.00
3 M2 P<K. KF? $<K*TD &$K'
Kau kela% @ 0.040 "3 2,500,000.00
Paku 0.400 kg 15,000.00
Minak #eki%!ing 0.200 kg (,500.00
Muliplek 9 "" 0.350 #r 145,000.00
Kau dolken 2.000 $!g 5,000.00
$alok Kau 0.018 "3 3,200,000.00
Tukang 0.330 o 80,000.00
Kepala !ukang 0.033 o 90,000.00
Pekerja 0.320 o 66,000.00Mandor 0.006 o 85,000.00
4.5 M3 PD* PT &P'
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on 110.000 kg 11,880.50
Kau #eki%!ing 1.900 "2 148,615.00
4.% M3 *= ,KM,D $K&P'
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on 104.000 kg 11,880.50
Kau #eki%!ing 1.900 "2 148,615.00
4.+ M3 *= 15/20
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on 143.000 kg 11,880.50
Kau #eki%!ing 13.000 "2 148,615.00
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Analisa Uraian PekerjaanH. at"an
)Rp.*
4./ M3 *= 20/30&*2'
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on 241.000 kg 11,880.50
Kau #eki%!ing 10.000 "2 148,615.00
4. M3 *= 25 / 40 &*.1'$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on 220.000 kg 11,880.50
Kau #eki%!ing 8.000 "2 148,615.00
4.0 M3 D $K 20/35
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on 220.000 kg 11,880.50
Kau #eki%!ing 10.000 "2 2(6,850.00
4.0.A M3 D $K 20/35 *<*
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on 164.000 kg 11,880.50
Kau #eki%!ing 13.000 "2 2(6,850.00
4.6 M3 D $K 15/20
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on 159.000 kg 11,880.50
Kau #eki%!ing 14.000 "2 2(6,850.00
4.%+ M3 $K $<* 25/40
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on 169.000 kg 11,880.50
Kau #eki%!ing 10.000 "2 2(6,850.00
4.% M3 KM $K,KM 15/15,13/15
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on 112.000 kg 11,880.50
Kau #eki%!ing 5.000 "2 2(6,850.00
4.%6 M3 PT $<*
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on 201.000 kg 11,880.50
Kau #eki%!ing (.000 "2 2(6,850.00
4.' M3 $K 13/20
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on 169.000 kg 11,880.50Kau #eki%!ing 20.000 "2 2(6,850.00
4.% M3 KM 15/40
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on 142.000 kg 11,880.50
Kau #eki%!ing 18.000 "2 266,850.00
4.+ M3 D $K T< 12/20 T* K*<D
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on 106.000 kg 11,880.50
Kau #eki%!ing 15.000 "2 266,850.00
4./ M3 KM PKT* 12/12
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on 205.000 kg 11,880.50
Kau #eki%!ing 16.000 "2 266,850.00
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Analisa Uraian PekerjaanH. at"an
)Rp.*
4.' M3 $K 25/50
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on G<= kg 11,880.50
Kau #eki%!ing G<= "2 2(6,850.00
4.% M3 $K 25/40$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on G<= kg 11,880.50
Kau #eki%!ing G<= "2 2(6,850.00
4.+ M3 $K 20/35
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on G<= kg 11,880.50
Kau #eki%!ing G<= "2 2(6,850.00
4./ M3 $K 20/30
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on G<= kg 11,880.50Kau #eki%!ing G<= "2 2(6,850.00
4.( M3 $K 15/50
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on G<= kg 11,880.50
Kau #eki%!ing G<= "2 2(6,850.00
4. M3 $K 15/40
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on G<= kg 11,880.50
Kau #eki%!ing G<= "2 2(6,850.00
4.0 M3 $K 20/20 &TFP< $1'
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on G<= kg 11,880.50
Kau #eki%!ing G<= "2 2(6,850.00
4.6 M3 $K 13/20 &TFP< $2'
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on G<= kg 11,880.50
Kau #eki%!ing G<= "2 2(6,850.00
4., M3 $K 20/40 &TFP< $3'
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on G<= kg 11,880.50
Kau #eki%!ing G<= "2 2(6,850.00
4.' M3 KM 25/25
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on G<= kg 11,880.50
Kau #eki%!ing G<= "2 266,850.00
4.'' M3 KM 35/35
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on G<= kg 11,880.50
Kau #eki%!ing G<= "2 266,850.00
8/17/2019 Rab Pagar Tipkr 15
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Analisa Uraian PekerjaanH. at"an
)Rp.*
4.'% M3 KM PKT* 10/10
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on 205.000 kg 11,880.50
Kau #eki%!ing 16.000 "2 266,850.00
4.6 M3 $K DK 20/35$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on 1(0.000 kg 11,880.50
Kau #eki%!ing 9.000 "2 2(6,850.00
4., M3 PT DT .,
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on 128.000 kg 11,880.50
Kau #eki%!ing 8.000 "2 28(,250.00
4.' M3 PT ?=< 10/40
$e!on oor 1E2E3 1.000 "3 1,3(2,400.00
$e%i #e!on G<= kg 11,880.50
Kau #eki%!ing G<= "2 28(,250.00
A.(.'.'.0 M<M*D 1 $?H $K MD =$<**
$aan
$ak :i#ergla%% 1.000 ?ni! 450,000.00
Perlengkapan 12 I rg $ak 54,000.00
u"la &1'
Tenaga
Pekerja 3.000 o 66,000.00
Tukang #a!u 4.500 o 80,000.00
Kepala Tukang 0.050 o 90,000.00
Mandor 0.900 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
A./.0.'.( 1 M2 P<D<TD $D KF? $? &1 api% Pla"ir', 1 api% a! a%ar
3 api% a! Penu!up
$aan
a! "eni 0.200 kg 15,000.00
Pla"ir 0.150 kg 15,000.00
a! da%ar 0.1(0 kg 5(,000.00
a! penu!up 0.350 kg 5(,000.00
Kua% 0.010 $ 12,500.00
Pengener/Minak a! 0.030 Kg 22,500.00
"pela% 0.020 #r 5,000.00u"la &1'
Tenaga
Pekerja 0.0(0 o 66,000.00
Tukang a! 0.105 o 80,000.00
Kepala Tukang 0.004 o 90,000.00
Mandor 0.003 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
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Analisa Uraian PekerjaanH. at"an
)Rp.*
A./.0.'.' 1 M2 P<D<TD T<M$K $? &1 api% Pla"ir', 1 api% a! a%ar
2 api% a! Penu!up
$aan
Pla"ir 0.100 kg 15,000.00
a! da%ar 0.100 kg 25,000.00
a! penu!up 2 kali 0.260 kg 25,000.00
u"la &1'
Tenaga
Pekerja 0.020 o 66,000.00
Tukang a! 0.063 o 80,000.00
Kepala Tukang 0.0063 o 90,000.00
Mandor 0.003 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
A./.(.%.+% 1 M2 P*D TP <DT<D M<T
$aan
en!eng Me!al 1.020 $ 65,000.00
Paku 0.200 kg (5,000.00
u"la &1'
Tenaga
Pekerja 0.200 o 66,000.00
Tukang kau 0.100 o 80,000.00
Kepala Tukang 0.010 o 90,000.00
Mandor 0.001 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
A./.(.%.+ 1 M+ $?$?DD / DK <DT<D T<K*T?
$aan
Dok gen!eng "e!al 1.100 $ 40,000.00
Paku 0.050 kg (5,000.00
u"la &1'
Tenaga
Pekerja 0.250 o 66,000.00
Tukang kau 0.150 o 80,000.00
Kepala Tukang 0.015 o 90,000.00
Mandor 0.013 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
ABK-GP M+ P*DD *TPDK J 30 M &=$< PT '
$aan
=i#er Pla! 1.0000 "+ 45,000.00
Paku #ia%a 2 > 5 0.060 kg 15,000.00u"la &1'
Tenaga
Pekerja 0.100 o 66,000.00
Tukang kau 0.100 o 80,000.00
Kepala Tukang 0.010 o 90,000.00
Mandor 0.050 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
8/17/2019 Rab Pagar Tipkr 15
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Analisa Uraian PekerjaanH. at"an
)Rp.*
PK..+.a 1 M2 P<K. K?>K? $ DD A D
$aan
$aja ringan 6.8000 kg 16,000.00
$e%i %iku 2.040 kg 9,500.00
$au! 0.300 kg 12,500.00
u"la &1'Tenaga
Pekerja 0.400 o 66,000.00
Tukang $e%i 0.120 o 80,000.00
Kepala Tukang 0.012 o 90,000.00
Mandor 0.001 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
.4.5.1.( 1 M2 P<K. PPD FP*?M $ ?K?D &1202409' MM, Te#al 9 ""
$aan
Paku *krup 0.110 Kg 30,000.00
p%u" $oard 0.364 #r 95,000.00
u"la &1'
Tenaga
Pekerja 0.100 o 66,000.00
Tukang Kau 0.050 o 80,000.00
Kepala Tukang 0.050 o 90,000.00
Mandor 0.005 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
.4.2.1.21 1 M2 P<K. DK $<* H7 1;40.40.2 MM Modul 60;60 "
$aan
angka Me!al Hollo) 40.40.2 "" 4.000 "+ (,000.00
%%e%ori% &perkua!an, la% dll' ; 100 I dari rangka % 3,000.00
u"la &1'
Tenaga
Pekerja 0.350 o 66,000.00
Tukang $e%i 0.350 o 80,000.00
Kepala Tukang 0.035 o 90,000.00
Mandor 0.018 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
AP 1 M2 ?MD?M =
./% $aan
lu"iniu" =oil 1.0500 (2 65,000.00
u"la &1'Tenaga
Pekerja 0.150 o 66,000.00
Tukang kau 0.050 o 80,000.00
Kepala Tukang 0.005 o 90,000.00
Mandor 0.008 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
ABK-GT M2 P*DD DD K<MK DT 40 ; 40 M&** $K '
$aan
Kera"ik rani! 40 ; 40 " 6.000 # 30,000.00
*e"en por!land 11.380 kg 1,300.00
Pa%ir pa%ang 0.042 "3 150,000.00
*e"en )arna 1.500 kg 2,500.00
u"la &1'
Tenaga
Pekerja 0.620 o 66,000.00
Tukang #a!u 0.350 o 80,000.00
8/17/2019 Rab Pagar Tipkr 15
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Analisa Uraian PekerjaanH. at"an
)Rp.*
Kepala Tukang 0.035 o 90,000.00
Mandor 0.030 o 85,000.00
u"la &2'
u"la 1 A 2 CCCCCCCCCCCCCCCCCCCC.
8/17/2019 Rab Pagar Tipkr 15
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7 " m l a h
)Rp.*
49,500.00
>
>
2,125.00
51,625.00
59,400.00
>
>
2,9(0.0062,3(0.00
33,000.00
>
>
4,250.00
3(,250.00
132,000.00
132,000.00
19,800.00
>
>
850.00
20,650.00
152,650.00
283,400.00
(8,000.00
1(4,000.00
535,400.00
108,900.00
20,000.00
2,250.00
6,800.00
13(,950.00
6(3,350.00
204,000.00
211,900.00
(8,000.00
493,900.00
99,000.00
60,000.00
6,(50.00
6,3(5.00
1(2,125.00
8/17/2019 Rab Pagar Tipkr 15
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7 " m l a h
)Rp.*
666,025.00
8/17/2019 Rab Pagar Tipkr 15
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7 " m l a h
)Rp.*
49,000.00
14,950.00
6,450.00
(0,400.00
19,800.00
8,000.00
900.00
1,2(5.00
29,9(5.00
100,3(5.00
49,000.00
24,635.00
5,(00.00
(9,335.00
19,800.00
8,000.00
900.00
1,2(5.00
29,9(5.00
109,310.00
13,291.20
3,000.00
16,291.20
19,800.00
12,000.00
1,350.00
12,(50.00
45,900.00
62,191.20
98,000.0034,515.00
13,950.00
146,465.00
39,600.00
16,000.00
1,800.00
2,550.00
59,950.00
206,415.00
8/17/2019 Rab Pagar Tipkr 15
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7 " m l a h
)Rp.*
8,112.00
3,600.00
11,(12.00
19,800.00
12,000.00
1,350.00
1,2(5.00
34,425.00
46,13(.00
90,000.00
14,(94.00
6,300.00
3,(50.00
114,844.00
40,920.00
28,000.00
3,150.00
2,550.00
(4,620.00
189,464.00
84,000.00
14,(94.00
6,300.00
3,(50.00
108,844.00
40,920.00
28,000.00
3,150.00
2,550.00
(4,620.00
183,464.00
84,000.00
14,(94.00
6,300.00
3,(50.00
108,844.00
40,920.00
28,000.00
3,150.00
2,550.00
(4,620.00
183,464.00
8/17/2019 Rab Pagar Tipkr 15
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7 " m l a h
)Rp.*
15,000.00
12,090.00
2,(00.00
3,(50.0033,540.00
>
29,(00.00
3,600.00
2,(00.00
36,000.00
69,540.00
100,000.00
16,500.00
116,500.00
4(,520.00
28,000.00
9,000.00
29,(50.00
114,2(0.00
230,((0.00
260,000.00
504,400.00
9(,500.00
80,000.00
9,000.00
396,000.00
25,500.00
1,3(2,400.00
10,500.00
2(0.00
560.00
63.00
462.00
25.5011,880.50
10,500.00
2(0.00
560.00
63.00
462.00
25.50
11,880.50
8/17/2019 Rab Pagar Tipkr 15
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7 " m l a h
)Rp.*
100,000.00
4,500.00
(50.00
20,800.00
2,340.0019,800.00
425.00
148,615.00
100,000.00
6,000.00
1,500.00
50,(50.00
5(,600.00
26,400.00
2,9(0.00
21,120.00
510.00
266,850.00
100,000.00
6,000.00
1,500.00
50,(50.00
30,000.00
48,000.00
26,400.00
2,9(0.00
21,120.00
510.00
28(,250.00
100,000.00
6,000.00
1,500.00
50,(50.00
10,000.00
5(,600.00
26,400.00
2,9(0.00
21,120.00510.00
2(6,850.00
1,3(2,400.00
1,306,855.00
282,368.50
2,961,623.50
1,3(2,400.00
1,235,5(2.00
282,368.50
2,890,340.50
1,3(2,400.00
1,698,911.50
1,931,995.00
5,003,306.50
8/17/2019 Rab Pagar Tipkr 15
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7 " m l a h
)Rp.*
1,3(2,400.00
2,863,200.50
1,486,150.00
5,(21,(50.50
1,3(2,400.00
2,613,(10.00
1,188,920.00
5,1(5,030.00
1,3(2,400.00
2,613,(10.00
2,(68,500.00
6,(54,610.00
1,3(2,400.00
1,948,402.00
3,599,050.00
6,919,852.00
1,3(2,400.00
1,888,999.50
3,8(5,900.00
(,13(,299.50
1,3(2,400.00
2,00(,804.50
2,(68,500.00
6,148,(04.50
1,3(2,400.00
1,330,616.00
1,384,250.00
4,08(,266.00
1,3(2,400.00
2,38(,980.50
1,93(,950.00
5,698,330.50
1,3(2,400.00
2,00(,804.505,53(,000.00
8,91(,204.50
1,3(2,400.00
1,68(,031.00
4,803,300.00
(,862,(31.00
1,3(2,400.00
1,259,333.00
4,002,(50.00
6,634,483.00
1,3(2,400.00
2,435,502.50
4,269,600.00
8,0((,502.50
8/17/2019 Rab Pagar Tipkr 15
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7 " m l a h
)Rp.*
1,3(2,400.00
G<=
G<=
G<=
1,3(2,400.00
G<=
G<=
G<=
1,3(2,400.00
G<=
G<=
G<=
1,3(2,400.00
G<=G<=
G<=
1,3(2,400.00
G<=
G<=
G<=
1,3(2,400.00
G<=
G<=
G<=
1,3(2,400.00
G<=
G<=
G<=
1,3(2,400.00
G<=
G<=
G<=
1,3(2,400.00
G<=
G<=
G<=
1,3(2,400.00
G<=
G<=
G<=
1,3(2,400.00
G<=
G<=
G<=
8/17/2019 Rab Pagar Tipkr 15
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7 " m l a h
)Rp.*
1,3(2,400.00
2,435,502.50
4,269,600.00
8,0((,502.50
1,3(2,400.00
2,019,685.00
2,491,650.00
5,883,(35.00
1,3(2,400.00
1,520,(04.00
2,298,000.00
5,191,104.00
1,3(2,400.00
G<=
G<=
G<=
450,000.00
54,000.00
504,000.00
198,000.00
360,000.00
4,500.00
(6,500.00
639,000.00
1,143,000.00
3,000.00
2,250.00
9,690.00
19,950.00
125.00
6(5.00
100.0035,(90.00
4,620.00
8,400.00
360.00
255.00
13,635.00
49,425.00
8/17/2019 Rab Pagar Tipkr 15
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7 " m l a h
)Rp.*
1,500.00
2,500.00
6,500.00
10,500.00
1,320.00
5,040.00
56(.00
255.00
(,182.00
1(,682.00
66,300.00
15,000.00
81,300.00
13,200.00
8,000.00
900.00
85.00
22,185.00
103,485.00
44,000.00
3,(50.00
4(,(50.00
16,500.00
12,000.00
1,350.00
1,105.00
30,955.00
(8,(05.00
45,000.00
900.0045,900.00
6,600.00
8,000.00
900.00
4,250.00
19,(50.00
65,650.00
8/17/2019 Rab Pagar Tipkr 15
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7 " m l a h
)Rp.*
108,800.00
19,380.00
3,(50.00
131,930.00
26,400.00
9,600.00
1,080.00
85.00
3(,165.00
169,095.00
3,300.00
34,580.00
3(,880.00
6,600.00
4,000.00
4,500.00
425.00
15,525.00
53,405.00
28,000.00
3,000.00
31,000.00
23,100.00
28,000.00
3,150.00
1,530.00
55,(80.00
86,(80.00
68,250.00
68,250.00
9,900.00
4,000.00
450.00
680.00
15,030.00
83,280.00
180,000.00
14,(94.00
6,300.00
3,(50.00
204,844.00
40,920.00
28,000.00
8/17/2019 Rab Pagar Tipkr 15
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7 " m l a h
)Rp.*
3,150.00
2,550.00
(4,620.00
2(9,464.00
8/17/2019 Rab Pagar Tipkr 15
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Ren8ana Anggaran Bia9a
: R23;
: R23;
: R23;
: R23;
N<. URA5AN P2K2R7AAN 4<$U#2 ANA$5A HARGA ATUAN
)ATUAN* )Rp.*
' % + / (
A P2K2R7AAN PRAARANA
5 P2K.PA45NG=5R5NG=A$URAN
Pa%.Pa-ing $lok 540.19 "2 230,((0.00
Pa%.Kan%!in 45.00 "+ (0,000.00
% P2K.P2$AP5 T2B5NG
alian !ana 4.92 "3 $K.PT.4.1 51,625.00
Pa%.$a!u Kali 1(.10 "3 $K.Ppon.6.5 666,025.00
Pek.Ple%!eran 1E2 46.10 "2 $K.PP.2 62,191.20
Pek.ian 46.10 "2 % 10,000.00
Pipa e"#e% 1.00 uni! % 800,000.00
T<TA$ : 5 > 55 ?????????????????????????
8/17/2019 Rab Pagar Tipkr 15
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7U#$AH
)Rp.*
124,659,646.30
3,150,000.00
'%0@6,@/.+
253,995.00
11,389,02(.50
2,86(,014.32
461,000.00
800,000.00
'(@00'@+.6%
'/+@(6@6+.'%
8/17/2019 Rab Pagar Tipkr 15
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NO URAIAN PEKERAAN OLUME
1 ! 3
Pek. -aklar gan#a 10.000 Bh
S8* J89:);
BA&K UP DATA PER
8/17/2019 Rab Pagar Tipkr 15
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NO URAIAN PEKERAAN OLUME
1 ! 3
I PEKERAAN KUSEN PINTU, ENDELA DAN ENTILASI
1 Pek. Kuen alu!iniu! ;arna )klat &E > penguni, type P?1 1.000 *nit
2 Pek. Kuen alu!iniu! ;arna )klat &E > penguni, type P?2 1.000 *nit
& Pek. Kuen alu!iniu! ;arna )klat &E > penguni, type P1 '.000 *nit
' Pek. Kuen alu!iniu! ;arna )klat &E > penguni, type P2 6.000 *nit
5 Pek. Kuen alu!iniu! ;arna )klat &E > penguni, type P& 1.000 *nit
6 Pek. Kuen alu!iniu! ;arna )klat &E > penguni, type P' &.000 *nit
7 Pek. Kuen alu!iniu! ;arna )klat &E > penguni, type ?1 7.000 *nit
% Pek. Kuen alu!iniu! ;arna )klat &E > penguni, type ?2 '.000 *nit
Pek. Kuen alu!iniu! ;arna )klat &E > penguni, type ?& &.000 *nit
10 Pek. Kuen alu!iniu! ;arna )klat &E > penguni, type C1 6.000 *nit
11 Pek. Kuen alu!iniu! ;arna )klat &E > penguni, type C2 '.000 *nit
12 Pek. )l#ing #))r > ge!")k, type @ .250
S8* J89:); I
(2
LUAS (M!) KUSEN (M
#.84
#.84
1".48
14.16
6.!#
5.7#
!!.8#
1".8
6.6
7.5
"."6
7.77
11!.8"
8/17/2019 Rab Pagar Tipkr 15
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ANALISA TIN/KAT KERUSAKAN PA.A K&MP&NEN9 SU! K&MP&NEN !AN/UNAN /E.UN/
.ALAM RAN/KA REHA!ILITASI 6
TAHUN AN//ARAN "#$<
NA(A INTANI 3 INTANI 3 #INA P%N#I#IKAN
AA(AT 3 Ka/ , Bengkulu &tara
NA(A *%#&N* 3 'ln. (. HA(IN
&A $&AN* A 3 Telp 8 0"" &A $&AN* B 3
PAN'AN* PA*A$ 3
'%NI BAN*&NAN 3 P%$(AN%N A$*A(AK(&$
No
Bo/ot G
Koponen u/ Koponen Ter+aap Tingkat Nilai
Bangunan Bangunan eluru+ Kerusakan Kerusakan
Bangunan
1 P)N#AI Ponasi 11
2 T$&KT&$ Kolo Balok 6
Plesteran 2 ATAP Kua kua ! 100.00 !.00
*oring, isplank 6 100.00 6.00
Penutup Atap ! 100.00 !.00
4 PA)N# $angka Pla7on 100.00 .00
Pla7on triplek 4 100.00 4.00
5 #IN#IN* Batu /ata 10
Plesteran 5
'enela Kaca 4 100.00 4.00
Pintu 2 100.00 2.00
Kusen 4 100.00 4.00
6 ANTAI Penutup antai 12 100.00 12.00
" &TIA% Instalasi istrik 100.00 .00
Instalasi Air 1
#rainasei/a+ 1
! INIIN* 8 <AT inis+ing struktur 2
inis+ing Pla7on 2.5
inis+ing #ining
inis+ing Kusenpintu 2.5
'UMLAH $## %<6##
Nilai Tingkat Kerusakan 8 G %<6## %
K%I(P&AN ANAIA AI P%N*A(ATAN APAN*AN
$IN*AN 0 0
A '%NI P%$A>ATAN B%$AT %#AN* 1 60
B TIN*KAT K%$&AKAN 54.00 G B%$AT 61 100
< &A T)TA *%#&N*
# A$*A AT&AN T%$TIN**I BAN*&NAN *%#&N* T.A 201 4,500,000.00
% A'&AN BIAHA P%K%$'AAN $%ABIITAI 0.540 = 4,500,000 = (2
DIBULATKAN
<atatan 3 A;uan /iaa terse/ut tiak engikat ala pelaksanaan 7isik an perlu
isesuaikan ke/ali engan konisi lapangan paa aktu pelaksanaan
Bengkulu,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
#i/uat )le+
(%N*%TA&I(%NH%T&'&I TA T%KNI
KABA* T& KAN>I P$)?INI B%N*K&& #INA K%%ATAN P$)?INI B%N*K&&K)TA B%N*K&&
AN.REAS R&-HA.I8 S6Sos S7AMSU.IN8 !E
NIP 3 19690"29 19940.1.00 NIP 3 11005412!
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8/17/2019 Rab Pagar Tipkr 15
http://slidepdf.com/reader/full/rab-pagar-tipkr-15 80/80
ANALISA TIN/KAT KERUSAKAN
NA(A INTANI 3 0 INTANI 3 #INA P%N#I#IKAN
AA(AT 3 0 Ka/ , Bengkulu &tara
NA(A *%#&N* 3 0 AA(AT 3 'ln. (. HA(IN
&A $&AN* A 3 0 Telp 8 0""
&A $&AN* B 3 0
PAN'AN* PA*A$ 3 0
'%NI BAN*&NAN 3 P%$(AN%N
NoPersentasi Tingkat
Kerusakan 8G
1 P%K%$'AAN B%T)N
2 P%K%$'AAN KAH& - KA<A 100.00
P%K%$'AAN ATAP 100.00
4 P%K%$'AAN PA)N# 100.00
5 P%K%$'AAN K&N<I - P%N**ANT&N* 100.00
6 P%K%$'AAN INTAAI IT$IK 100.00
" P%K%$'AAN P%N*%<ATAN
! P%K%$'AAN ANITAI
Catatan : Bangunan Instalasi Farmasi dalam kondisi rusak SEDANG
Bengkulu,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
#i/uat )le+
(%N*%TA&I(%NH%T&'&I TA T%KNI
#INA K%%ATAN P$)?INI B%N*K&&
K)TA B%N*K&&
AN.REAS R&-HA.I8 S6Sos S7AMSU.IN8 !E
NIP 3 19690"29 19940.1.00 NIP 3 11005412!
(2
(2
(1