ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN PA
6.1.
1 m' Pagar Sementara dari ari kayu tinggi 2 meter
6.1.1.
Bahan Kayu Laut/Dolken Semen Portland Pasir Beton Koral Beton Kayu 5/7 Paku Biasa 2" - 5" Residu/colter
1 .2 5 0 2 . 50 0 0.005 0 .0 0 9 0. 0 38 0 .0 6 0 0 . 40 0
Btg x Rp 1 9 , 25 0 K g x Rp 1, 2 70 M3 x Rp 8 7 , 80 0 M3 x Rp 1 7 0 , 9 00 M3 x Rp 3,107,500 K g x Rp 1 4 , 52 0 Lt x Rp 6 ,5 3 0 Jumlah (1)
= = = = = = = =
Rp Rp Rp Rp Rp Rp Rp Rp
24 , 06 2. 5 0 3 , 17 5. 0 0 43 9 . 0 0 1 ,5 3 8 .1 0 11 8 , 0 8 5 . 0 0 8 71 . 2 0 2 , 61 2 . 0 0 15 0 , 78 2 . 8 0
Tenaga Ten aga Tukang kayu Pekerja Kepala tukang Mandor
0 . 20 0 0. 4 00 0 .0 2 0 0 . 02 0
Oh Oh Oh Oh
= = = = = =
Rp Rp Rp Rp Rp Rp
15 , 76 0 . 0 0 2 1 , 0 00 . 00 1 , 8 3 8. 0 0 1 ,3 1 2 .0 0 39 , 91 0 . 0 0 1 9 0 , 6 9 2. 8 0
-
6.1.2. 6.1.2. -
PA
6.2. 6.2.
x x x x
Rp 7 8 ,8 0 0 Rp 5 2, 50 0 Rp 9 1, 90 0 Rp 6 5 , 6 00 Jumlah (2) Jumlah (1) + (2)
1 m' Pagar agar sem sementa entara ra dari ari seng seng gelo gelom mbang bang ting inggi 2 me metter
6.2.1. -
6.2.2. 6.2.2. -
Bahan Kayu Laut/Dolken Semen Portland Seng Gelombang Pasir beton Koral beton Kayu 5/7 Paku biasa 2" - 5" Meni besi
1 .2 5 0 2 . 50 0 1. 20 0 0. 00 5 0 . 0 09 0 . 0 12 0. 0 60 0 . 45 0
Btg x Rp 1 9 , 25 0 K g x Rp 1, 2 70 Lbr x Rp 5 9 , 64 0 M3 x Rp 8 7 , 80 0 M3 x Rp 1 7 0, 90 0 M3 x Rp 3,107,500 K g x Rp 1 4 ,5 2 0 K g x Rp 2 5 , 41 0 Jumlah (1)
= = = = = = = = =
Rp Rp Rp Rp Rp Rp Rp Rp Rp
24 , 06 2. 5 0 3 , 17 5. 0 0 7 1, 5 68 . 00 43 9 . 0 0 1 , 5 3 8. 10 3 7 ,2 9 0 .0 0 87 1 . 2 0 11 , 43 4. 5 0 15 0 , 37 8 . 3 0
Tenaga Ten aga Tukang kayu Pekerja Kepala tukang Mandor
0 . 20 0 0. 4 00 0 .0 2 0 0 . 02 0
Oh Oh Oh Oh
= = = = = =
Rp Rp Rp Rp Rp Rp
15 , 76 0 . 0 0 2 1 , 0 00 . 00 1 , 8 3 8. 0 0 1 ,3 1 2 .0 0 39 , 91 0 . 0 0 1 9 0 , 2 8 8. 3 0
x x x x
Rp 7 8 ,8 0 0 Rp 5 2, 50 0 Rp 9 1, 90 0 Rp 6 5 , 6 00 Jumlah (2) Jumlah (1) + (2)
PA
PA
PA
6.3 6. 3
1 M' M' Pag Pagar ar se sem men enttar ara a dar darii kaw kawat at du duri ri ting nggi gi 1, 1,8 8 met meter er
6.3. 6. 3.1. 1. -
Baha Ba han n Kayu Laut/Dolken Semen Portland Kawat duri Pasir beton Koral beton Paku biasa 2" - 5"
1 .0 0 0 2 . 00 0 1 .6 2 5 0. 00 5 0. 0 09 0. 0 60
Btg x Rp 1 9 , 25 0 Kg x Rp 1, 2 70 Kg x Rp 4, 0 30 M3 x Rp 8 7 , 80 0 M3 x Rp 1 7 0, 90 0 Kg x Rp 1 4 ,5 2 0 Jumlah (1)
= = = = = = =
Rp Rp Rp Rp Rp Rp Rp
19 , 25 0. 0 0 2 , 54 0. 0 0 6 , 5 4 8. 7 5 43 9 . 0 0 1 , 5 3 8. 10 87 1 . 2 0 31 , 18 7 . 0 5
6.3.2. 6.3 .2. -
Tenaga Ten aga Tukang kayu Pekerja K e p al a t uk a ng Mandor
0 . 20 0 0. 4 00 0 .0 2 0 0 . 02 0
Oh Oh Oh Oh
Rp 7 8 ,8 0 0 Rp 5 2, 50 0 Rp 9 1, 90 0 Rp 6 5 , 6 00 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp Rp Rp Rp Rp Rp Rp
15 , 76 0 . 0 0 2 1 , 0 00 . 00 1 , 8 3 8. 0 0 1 ,3 1 2 .0 0 39 , 91 0 . 0 0 7 1 , 0 9 7. 0 5
6.4
x x x x
Pengukuran da dan Pe Pemasangan bo bouplank
6.4. 6.4.1. 1. -
Baha Bahan n Kayu 5/7 Paku biasa 2" - 5" Kayu papan 3/20
0.012 M3 0. 0 20 K g 0.007 M3
x Rp 3,107,500 x Rp 1 4 ,5 2 0 x Rp 3,107,500 Jumlah (1)
= = = =
Rp Rp Rp Rp
3 7 ,2 9 0 .0 0 29 0 . 4 0 21 , 75 2. 5 0 59 , 33 2 . 9 0
6.4.2. 6.4.2. -
Tenaga Ten aga Tukang kayu Pekerja Kepala tukang Mandor
0 . 10 0 0. 1 00 0 .0 1 0 0 . 00 5
x x x x
= = = = = =
Rp Rp Rp Rp Rp Rp Rp
7 , 88 0 . 0 0 5 , 2 5 0. 00 9 19 . 0 0 3 2 8. 0 0 14 , 37 7 . 0 0 7 3 , 7 0 9. 9 0
= = = = = = = = = = = = = = =
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
24 , 06 2. 5 0 6, 7 32 . 00 1 3 8, 4 90 . 00 3,073,000.00 1 9 0. 50 1 5, 0 20 . 00 24 , 78 0 . 0 0 5,577,000.00 1 6, 1 00 . 00 8 , 36 0 . 0 0 1 , 0 8 7. 2 0 21 , 78 0 . 0 0 10 , 25 4 . 0 0 0.00 8,916,856.20
78,800 = Rp 78,800 = Rp 52,500 = Rp
15 7 , 60 0 . 0 0 78 , 80 0 . 0 0 1 0 5, 0 00 . 00
6.5 6. 5
Oh Oh Oh Oh
Rp 7 8 ,8 0 0 Rp 5 2, 50 0 Rp 9 1, 90 0 Rp 6 5 , 6 00 Jumlah (2) Jumlah (1) + (2)
1 m2 m2 Pem emb bua uata tan n Ka Kant ntor or Se Sem men enttar ara a den denga gan n La Lant ntai ai Ple lest ster eran an
6.5. 6. 5.1. 1. -
Baha Ba han n Kayu Laut/Dolken Kayu B a t u B e l a h/ K a l i 1 5 - 2 0 c m Besi Strip Semen Portland Pasir pasang Pasir beton Koral beton Bata merah S en g pl at J e n d e l a n ak o K a c a p o l os Kunci tanam Plywood 4 mm
6.5.2. 6.5 .2. -
Tenaga Ten aga Tukang kayu Tukang batu Pekerja
1 .2 5 0 0 . 18 0 0 .8 5 0 1 .1 0 0 35 . 00 0 0 . 15 0 0. 10 0 0. 1 50 3 0 .0 0 0 0. 25 0 2 .0 0 0 0. 0 80 0. 1 50 0 . 06 0
Btg M3 Kg Kg Kg M3 M3 M3 Bh L br Bh M2 Bh L br
2 . 00 0 O h 1 . 00 0 O h 2. 0 00 O h
x x x x x x x x x x x x x x
Rp 1 9 , 25 0 Rp 3 7 , 40 0 Rp 1 2 5, 9 00 Rp 8 7, 8 00 Rp 1, 2 70 Rp 15 0, 2 00 Rp 16 5 , 20 0 Rp 1 8 5, 90 0 Rp 6 4 , 40 0 Rp 4 , 18 0 Rp 1 3 , 5 90 Rp 1 4 5 , 20 0 Rp 17 0 , 9 0 0 Rp 20 2 , 7 00 Jumlah (1)
x Rp x Rp x Rp
PA
PA
PA
6.3 6. 3
1 M' M' Pag Pagar ar se sem men enttar ara a dar darii kaw kawat at du duri ri ting nggi gi 1, 1,8 8 met meter er
6.3. 6. 3.1. 1. -
Baha Ba han n Kayu Laut/Dolken Semen Portland Kawat duri Pasir beton Koral beton Paku biasa 2" - 5"
1 .0 0 0 2 . 00 0 1 .6 2 5 0. 00 5 0. 0 09 0. 0 60
Btg x Rp 1 9 , 25 0 Kg x Rp 1, 2 70 Kg x Rp 4, 0 30 M3 x Rp 8 7 , 80 0 M3 x Rp 1 7 0, 90 0 Kg x Rp 1 4 ,5 2 0 Jumlah (1)
= = = = = = =
Rp Rp Rp Rp Rp Rp Rp
19 , 25 0. 0 0 2 , 54 0. 0 0 6 , 5 4 8. 7 5 43 9 . 0 0 1 , 5 3 8. 10 87 1 . 2 0 31 , 18 7 . 0 5
6.3.2. 6.3 .2. -
Tenaga Ten aga Tukang kayu Pekerja K e p al a t uk a ng Mandor
0 . 20 0 0. 4 00 0 .0 2 0 0 . 02 0
Oh Oh Oh Oh
Rp 7 8 ,8 0 0 Rp 5 2, 50 0 Rp 9 1, 90 0 Rp 6 5 , 6 00 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp Rp Rp Rp Rp Rp Rp
15 , 76 0 . 0 0 2 1 , 0 00 . 00 1 , 8 3 8. 0 0 1 ,3 1 2 .0 0 39 , 91 0 . 0 0 7 1 , 0 9 7. 0 5
6.4
x x x x
Pengukuran da dan Pe Pemasangan bo bouplank
6.4. 6.4.1. 1. -
Baha Bahan n Kayu 5/7 Paku biasa 2" - 5" Kayu papan 3/20
0.012 M3 0. 0 20 K g 0.007 M3
x Rp 3,107,500 x Rp 1 4 ,5 2 0 x Rp 3,107,500 Jumlah (1)
= = = =
Rp Rp Rp Rp
3 7 ,2 9 0 .0 0 29 0 . 4 0 21 , 75 2. 5 0 59 , 33 2 . 9 0
6.4.2. 6.4.2. -
Tenaga Ten aga Tukang kayu Pekerja Kepala tukang Mandor
0 . 10 0 0. 1 00 0 .0 1 0 0 . 00 5
x x x x
= = = = = =
Rp Rp Rp Rp Rp Rp Rp
7 , 88 0 . 0 0 5 , 2 5 0. 00 9 19 . 0 0 3 2 8. 0 0 14 , 37 7 . 0 0 7 3 , 7 0 9. 9 0
= = = = = = = = = = = = = = =
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
24 , 06 2. 5 0 6, 7 32 . 00 1 3 8, 4 90 . 00 3,073,000.00 1 9 0. 50 1 5, 0 20 . 00 24 , 78 0 . 0 0 5,577,000.00 1 6, 1 00 . 00 8 , 36 0 . 0 0 1 , 0 8 7. 2 0 21 , 78 0 . 0 0 10 , 25 4 . 0 0 0.00 8,916,856.20
78,800 = Rp 78,800 = Rp 52,500 = Rp
15 7 , 60 0 . 0 0 78 , 80 0 . 0 0 1 0 5, 0 00 . 00
6.5 6. 5
Oh Oh Oh Oh
Rp 7 8 ,8 0 0 Rp 5 2, 50 0 Rp 9 1, 90 0 Rp 6 5 , 6 00 Jumlah (2) Jumlah (1) + (2)
1 m2 m2 Pem emb bua uata tan n Ka Kant ntor or Se Sem men enttar ara a den denga gan n La Lant ntai ai Ple lest ster eran an
6.5. 6. 5.1. 1. -
Baha Ba han n Kayu Laut/Dolken Kayu B a t u B e l a h/ K a l i 1 5 - 2 0 c m Besi Strip Semen Portland Pasir pasang Pasir beton Koral beton Bata merah S en g pl at J e n d e l a n ak o K a c a p o l os Kunci tanam Plywood 4 mm
6.5.2. 6.5 .2. -
Tenaga Ten aga Tukang kayu Tukang batu Pekerja
1 .2 5 0 0 . 18 0 0 .8 5 0 1 .1 0 0 35 . 00 0 0 . 15 0 0. 10 0 0. 1 50 3 0 .0 0 0 0. 25 0 2 .0 0 0 0. 0 80 0. 1 50 0 . 06 0
Btg M3 Kg Kg Kg M3 M3 M3 Bh L br Bh M2 Bh L br
2 . 00 0 O h 1 . 00 0 O h 2. 0 00 O h
x x x x x x x x x x x x x x
Rp 1 9 , 25 0 Rp 3 7 , 40 0 Rp 1 2 5, 9 00 Rp 8 7, 8 00 Rp 1, 2 70 Rp 15 0, 2 00 Rp 16 5 , 20 0 Rp 1 8 5, 90 0 Rp 6 4 , 40 0 Rp 4 , 18 0 Rp 1 3 , 5 90 Rp 1 4 5 , 20 0 Rp 17 0 , 9 0 0 Rp 20 2 , 7 00 Jumlah (1)
x Rp x Rp x Rp
- K e p al a t uk a ng - Mandor
PA
PA
6.6. 6. 6. 6.6. 6. 6.1. 1. -
Baha Ba han n Kayu Laut/Dolken Kayu Paku biasa Semen Portland Pasir beton Koral beton Seng gelombang bjls 20 - 7"
6.2.2. 6.2 .2. -
Tenaga Ten aga Tukang kayu Pekerja K e p al a t uk a ng Mandor
6 .7
PA
= = = =
Rp Rp Rp Rp
2 7 , 5 70 . 00 3 ,2 8 0 .0 0 37 2 , 25 0 . 0 0 9,28 9, 289, 9,10 106. 6.20 20
1 .7 0 0 0 . 21 0 0. 3 00 10 . 50 0 0. 03 0 0. 0 50 1 .5 0 0
Btg x Rp 1 9 , 25 0 M3 x Rp 3 7 , 40 0 Kg x Rp 12 5 , 9 0 0 Kg x Rp 1, 2 70 M3 x Rp 16 5 , 20 0 M3 x Rp 1 8 5, 90 0 Lbr x Rp 5 9 , 64 0 Jumlah (1)
= = = = = = = =
Rp Rp Rp Rp Rp Rp Rp Rp Rp
32 , 72 5. 0 0 7, 8 54 . 00 3 7 ,7 7 0 .0 0 13 , 33 5. 0 0 4 , 95 6 . 0 0 9 , 2 9 5. 00 8 9, 4 60 . 00 19 5 , 39 5 . 0 0
0 . 20 0 0. 4 00 0 .0 2 0 0 . 02 0
Oh Oh Oh Oh
Rp 7 8 ,8 0 0 Rp 5 2, 50 0 Rp 9 1, 90 0 Rp 6 5 , 6 00 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp Rp Rp Rp Rp Rp
15 , 76 0 . 0 0 2 1 , 0 00 . 00 1 , 8 3 8. 0 0 1 ,3 1 2 .0 0 39 , 91 0 . 0 0 2 3 5 , 3 0 5. 0 0
x x x x
1m² Pembuatan rumah ja jaga / ko kon ntruksi ka kayu
-
B a ha n Kayu Laut/Dolken Kayu Paku biasa Seng gelombang bjls 20 - 7"
3 .0 0 0 0 . 27 6 0. 7 00 1 .5 0 0
Btg x Rp 1 9 , 25 0 M³ x Rp 3 7, 40 0 Kg x Rp 12 5 , 9 0 0 Lbr x Rp 5 9 , 64 0 Jumlah (1)
= = = = =
Rp Rp Rp Rp Rp Rp
57 , 75 0. 0 0 1 0 , 3 2 2. 40 8 8 ,1 3 0 .0 0 8 9, 4 60 . 00 24 5 , 66 2 . 4 0
-
Tenaga Tukang kayu Pekerja Kepala Tukang Mandor
1 . 50 0 1. 0 00 0 . 15 0 0 . 05 0
Oh Oh Oh Oh
= = = = = =
Rp Rp Rp Rp Rp Rp
11 8 , 20 0 . 0 0 5 2 , 5 00 . 00 1 3, 7 85 . 00 3 ,2 8 0 .0 0 18 7 , 76 5 . 0 0 4 3 3 , 4 2 7. 4 0
5 2, 50 0 = R p 6 5 , 6 00 = R p = Rp
5 , 2 5 0. 00 3 ,2 8 0 .0 0 8, 53 0 . 0 0
6 . 7 .2
6.8 6.8.1
x Rp 9 1, 90 0 x Rp 6 5 , 6 00 Jumlah (2) Jum Ju mla lah h (1) + (2)
1 M² M² Pem emb bua uata tan n gu gud dan ang g sem semen en da dan n al alat at - al alat at
6 . 7 .1
PA
0 .3 0 0 O h 0 . 05 0 O h
x x x x
Rp 7 8 ,8 0 0 Rp 5 2, 50 0 Rp 9 1 , 90 0 Rp 6 5 , 6 00 Jumlah (2) Jumlah (1) + (2)
1 m² m² Membersihkan lapangan da dan perataan aan Tenaga - Pekerja - Mandor
6 .9
0. 1 00 O h 0 . 05 0 O h
x Rp x Rp Jumlah
1 m² Pe Pembuatan bedeng buruh
6 . 9 .1 -
B a ha n Kayu Laut/Dolken Kayu Paku biasa Semen portland Pasir beton
1 .2 5 0 0 . 18 6 0. 3 00 1 8 .0 0 0 0. 03 0
Btg x Rp M³ x Rp Kg x Rp Kg x Rp M³ x Rp
1 9 , 25 0 3 7, 40 0 12 5 , 9 0 0 1, 2 70 16 5, 2 00
= = = = =
Rp Rp Rp Rp Rp
24 , 06 2. 5 0 6 , 9 5 6. 4 0 3 7 ,7 7 0 .0 0 2 2, 8 60 . 00 4, 9 56 . 00
- Koral beton - Seng gelombang bjls 20 - 7" - Plywood 4mm
6.9.2 -
PA
Tenaga Tukang kayu Pekerja Kepala tukang Mandor
Rp Rp Rp Rp
9,295.00 89,460.00 273,645.00 469,004.90
2.000 1.000 0.200 0.050
= = = = = =
Rp Rp Rp Rp Rp Rp
157,600.00 52,500.00 18,380.00 3,280.00 231,760.00 700,764.90
0.036 M3 x Rp 52,300 0.080 Kg x Rp 125,900 1.000 Btg x Rp 1,270 Jumlah (1)
= = = =
Rp Rp Rp Rp
1,882.80 10,072.00 1,270.00 13,224.80
0.300 Oh 0.002 Oh
= = = =
Rp Rp Rp Rp
23,640.00 98.40 23,738.40 36,963.20
1.000 Btg x Rp 62,900 = Rp 0.250 Kg x Rp #REF! = Rp Jumlah (1) = Rp
62,900.00 #REF! #REF!
0.017 0.002 0.250 0.013
Oh Oh Oh Oh
x x x x
Rp 78,800 Rp 52,500 Rp 91,900 Rp 65,600 Jumlah (2) Jumlah (1) + (2)
1 m² Pembuatan bak adukan ukuran ( 40 x 50 x 20 ) cm
6.10.1. -
Bahan Waterfroof Paku biasa Kaso 5/7
6.11.
x Rp 78,800 x Rp 65,600 Jumlah (2) Jumlah (1) + (2)
1 m² Pembuatan Stegger dari bambu, ukuran ( 40 x 50 x 20 ) cm
6.11.1 Bahan - Bambu ø 6 - 8 / 600 cm - Tali ijuk
PA
= = = =
6.10.
6.10.2 Tenaga - Tukang kayu - Mandor
PA
0.050 M³ x Rp 185,900 1.500 Lbr x Rp 59,640 1.350 Lbr x Rp 202,700 Jumlah (1)
6.11.2 -
Tenaga Tukang kayu Kepala tukang Pekerja Mandor
6.12
1 m² Pembuatan jalan sementara
6. 12.1 -
Bahan Batu belah 15/20 Batu pecah 5/7 Pasir pasang
6.12.2 Tenaga - Pekerja - Mandor
Oh Oh Oh Oh
x x x x
Rp 78,800 Rp 91,900 Rp 52,500 Rp 65,600 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp Rp Rp Rp Rp Rp
1,339.60 183.80 13,125.00 852.80 15,501.20 #REF!
0.150 M³ 0.090 M³ 0.010 M³
x Rp 125,900 x Rp 150,200 x Rp 76,500 Jumlah (1)
= = = =
Rp Rp Rp Rp
18,885.00 13,518.00 765.00 33,168.00
1.000 Oh 0.050 Oh
x Rp 52,500 = Rp x Rp 65,600 = Rp Jumlah (2) = Rp
52,500.00 3,280.00 55,780.00
Jumlah (1) + (2)
PA
6.13
6.14
PA
6.15
6.667 Oh 0.333 Oh
x Rp x Rp Jumlah
52,500 = Rp 65,600 = Rp = Rp
350,017.50 21,844.80 371,862.30
x Rp x Rp Jumlah
52,500 = Rp 65,600 = Rp = Rp
262,500.00 16,400.00 278,900.00
1m³ Bongkaran dinding tembok bata merah
6.14.1 Tenaga - Pekerja - Mandor
PA
88,948.00
1 m³ Bongkaran beton betulang
6.13.1 Tenaga - Pekerja - Mandor
PA
= Rp
5.000 Oh 0.250 Oh
1m´ Pasangan pagar kawat jaring galvanis, tinggi 1.00 m
6.15.1 Bahan - Kawat jaring galvanis/BRC
0.434 Lbr
x Rp 235,950 = Rp Jumlah (1) = Rp
102,402.30 102,402.30
6.15.2. -
Tenaga Pekerja Kepala tukang Tukang Mandor
0.042 0.004 0.042 0.002
x x x x
6.16
1 m' Pasang pagar beton pracetak (5 x 50 x 213) cm
6.16.1. -
Bahan Panel beton pracetak Kolom beton pracetak Pasir beton Koral 2/3 Batu Bata biasa 5x10x20 cm
6.16.2. -
Tenaga Pekerja Kepala tukang Tukang Mandor
0.986 0.525 0.074 0.146 45.000
0.042 0.004 0.042 0.002
Oh Oh Oh Oh
= = = = = =
Rp Rp Rp Rp Rp Rp
2,205.00 367.60 3,309.60 131.20 6,013.40 108,415.70
Lbr x Rp 177,700 Btg x Rp 0 M³ x Rp 165,200 M³ x Rp 0 Kg x Rp 1,270 Jumlah (1)
= = = = = =
Rp Rp Rp Rp Rp Rp
175,212.20 0.00 12,224.80 0.00 57,150.00 244,587.00
Oh Oh Oh Oh
= = = = = =
Rp Rp Rp Rp Rp Rp
2,205.00 367.60 3,309.60 131.20 6,013.40 250,600.40
x x x x
Rp 52,500 Rp 91,900 Rp 78,800 Rp 65,600 Jumlah (2) Jumlah (1) + (2)
Rp 52,500 Rp 91,900 Rp 78,800 Rp 65,600 Jumlah (2) Jumlah (1) + (2)
ANALISA BIAYA KONSTRUKSI PEKERJAAN TANAH PT
6.1.
1 m³ Galian tanah biasa sedalam 1 meter
6.1.1. Tenaga - Pekerja - Mandor
PT
6.2.
6.3.
6.4. 6.4.
PT
6.5.
6.6..
Tenaga - Pekerja - Mandor
6.7.
6.8.
52,500 = 65,600 = =
Rp. Rp. Rp.
27,615.00 3,450.56 31,065.56
0.735 Oh x Rp. 0.0735 Oh x Rp. Jumlah (1)
52,500 = 65,600 = =
Rp. Rp. Rp.
38,587.50 4,821.60 43,409.10
0.625 Oh x Rp. 0.062 Oh x Rp. Jumlah
52,500 = 65,600 = =
Rp. Rp. Rp.
32,812.50 4,067.20 36,879.70
1.250 Oh x Rp. 0.125 Oh x Rp. Jumlah
52,500 = 65,600 = =
Rp. Rp. Rp.
65,625.00 8,200.00 73,825.00
52,500 = 65,600 = =
Rp. Rp. Rp.
43,207.50 5,444.80 48,652.30
52,500 = 65,600 = =
Rp. Rp. Rp.
2,625.00 328.00 2,953.00
52,500 = 65,600 =
Rp. Rp. Rp.
27,037.50 3,378.40 30,415.90
1 m³ Galian tanah lumpur sedalam 1 meter
0.823 Oh x Rp. 0.083 Oh x Rp. Jumlah
1 m² Pekerjaan stripping setinggi 1 meter
6.7.1. Tenaga - Pekerja - Mandor
PT
0.526 Oh x Rp. 0.0526 Oh x Rp. Jumlah (1)
1 m³ Galian tanah cadas sedalam 1 meter
6.6.1. Tenaga - Pekerja - Mandor
PT
21,000.00 2,624.00 23,624.00
1 m³ Galian tanah keras sedalam 1 meter
6.5.1. Tenaga - Pekerja - Mandor
PT
Rp. Rp. Rp.
1 m³ Galian tanah biasa sedalam 3 meter
6.3.1. Tenaga - Pekerja - Mandor
PT
52,500 = 65,600 = =
1 m³ Galian tanah biasa sedalam 2 meter
6.2.1. Tenaga - Pekerja - Mandor
PT
0.400 Oh x Rp. 0.040 Oh x Rp. Jumlah (1)
0.050 Oh x Rp. 0.005 Oh x Rp. Jumlah (1)
1 m³ Pembuangan tanah sejauh 150 meter
6.8.1. Tenaga - Pekerja - Mandor
0.515 Oh x Rp. 0.0515 Oh x Rp. Jumlah
PT
6.9. 6.9.1.
PT
6.10.
1 m³ Urugan kembali Tenaga - Pekerja - Mandor
6.11.
52,500 = 65,600 = =
Rp. Rp. Rp.
10,080.00 1,246.40 11,326.40
0.500 Oh x Rp. 0.050 Oh x Rp. Jumlah
52,500 = 65,600 = =
Rp. Rp. Rp.
26,250.00 3,280.00 29,530.00
1.200 M³
64,400 = =
Rp. Rp.
77,280.00 77,280.00
Rp. Rp. Rp. Rp.
15,750.00 984.00 16,734.00 94,014.00
1 m³ Pemadatan tanah
6.10.1. Tenaga - Pekerja - Mandor
PT
0.192 Oh x Rp. 0.019 Oh x Rp. Jumlah
1 m³ Urugan pasir
6.11.1. Bahan - Pasir urug
6.11.2. Tenaga - Pekerja - Mandor
x Rp. Jumlah (1)
0.300 Oh x Rp. 52,500 0.015 Oh x Rp. 65,600 Jumlah (2) Jumlah (1) + (2)
= = = =
PT
6.12.
1 m³ Lapisan pudel campuran 1 Kp : 3 Ps : 7 TL
6.12.1. -
Bahan Pasir urug Kapur padam Tanah liat
6.12.2. Tenaga - Pekerja - Mandor
PT
6.13.
x Rp. x Rp. x Rp. Jumlah (1)
64,400 = 1,840 = 62,900 = =
Rp. Rp. Rp. Rp.
21,252.00 200.56 47,992.70 69,445.26
= = = =
Rp. Rp. Rp. Rp.
26,250.00 3,280.00 29,530.00 98,975.26
1,840 = 62,900 = =
Rp. Rp. Rp.
368.00 62,900.00 63,268.00
= = = =
Rp. Rp. Rp. Rp.
26,250.00 3,280.00 29,530.00 92,798.00
140,900 = 170,900 = 76,500 = =
Rp. Rp. Rp. Rp.
38,747.50 5,127.00 3,825.00 47,699.50
Rp. Rp. Rp. Rp.
26,250.00 3,280.00 29,530.00 77,229.50
0.500 Oh x Rp. 52,500 0.050 Oh x Rp. 65,600 Jumlah (2) Jumlah (1) + (2)
1 m³ Lapisan pudel campuran 1 Kp : 5 TL
6.13.1. Bahan - Kapur padam - Tanah liat
6.13.2. Tenaga - Pekerja - Mandor
PT
0.330 M³ 0.109 M³ 0.763 M³
0.200 M³ 1.000 M³
x Rp. x Rp. Jumlah (1)
0.500 Oh x Rp. 52,500 0.050 Oh x Rp. 65,600 Jumlah (2) Jumlah (1) + (2)
6.16.
1 m³ Pembuatan jalan sementara, tebal 25 cm
6.16.1. -
Bahan Batu belah 10/15 Batu koral 5/7 Pasir pasang
0.275 M³ 0.030 M³ 0.050 M³
x Rp. x Rp. x Rp. Jumlah (1)
6.16.2. Tenaga - Pekerja - Mandor
0.500 Oh x Rp. 52,500 0.050 Oh x Rp. 65,600 Jumlah (2) Jumlah (1) + (2)
= = = =
ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI PP
PP
PP
6.1.
1 M³ Pasangan pondasi batu kali, 1 Pc : 1 Ps
6.1.1. -
Bahan : Batu belah 15/20 Semen porland Pasir pasang
6.1.2. -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
6.2.
1 M³ Pasang pondasi batu kali 1 Pc : 2 Ps
6.2.1. -
Bahan Batu belah 15/20 cm Semen porland Pasir Pasang
6.2.2. -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
6.3.
1 M³ Pasang pondasi batu kali, 1 Pc : 2,5 Ps
6.3.1. -
Bahan Batu belah 15/20 cm Semen porland Pasir Pasang
6.3.2. -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
1.100 M³ 392.000 Kg 0.314 M³
1.500 0.600 0.060 0.075
Oh Oh Oh Oh
1.100 M³ 267.000 Kg 0.427 M³
1.500 0.600 0.060 0.075
Oh Oh Oh Oh
1.100 M³ 392.000 Kg 0.314 M³
1.500 0.600 0.060 0.075
Oh Oh Oh Oh
x Rp. 125,900.00 = x Rp. 1,270.00 = x Rp. 76,500.00 = Jumlah (1) =
x x x x
Rp. Rp. Rp. Rp. Jumlah Jumlah
Rp. Rp. Rp. Rp.
138,490.00 497,840.00 24,021.00 660,351.00
52,500.00 = Rp. 78,800.00 = Rp. 91,900.00 = Rp. 65,600.00 = Rp. (2) = Rp. (1) + (2) = Rp.
78,750.00 47,280.00 5,514.00 4,920.00 136,464.00 796,815.00
x Rp. 125,900.00 = x Rp. 1,270.00 = x Rp. 76,500.00 = Jumlah (1) =
x x x x
Rp. Rp. Rp. Rp. Jumlah Jumlah
Rp. Rp. Rp. Rp.
138,490.00 339,090.00 32,665.50 510,245.50
52,500.00 = Rp. 78,800.00 = Rp. 91,900.00 = Rp. 65,600.00 = Rp. (2) = Rp. (1) +(2) = Rp.
78,750.00 47,280.00 5,514.00 4,920.00 136,464.00 646,709.50
x Rp. 125,900.00 = x Rp. 1,270.00 = x Rp. 76,500.00 = Jumlah (1) =
x x x x
Rp. Rp. Rp. Rp. Jumlah Jumlah
Rp. Rp. Rp. Rp.
138,490.00 497,840.00 24,021.00 660,351.00
52,500.00 = Rp. 78,800.00 = Rp. 91,900.00 = Rp. 65,600.00 = Rp. (2) = Rp. (1) +(2) = Rp.
78,750.00 47,280.00 5,514.00 4,920.00 136,464.00 796,815.00
PP
PP
PP
PP
6.4.
1 M³ Pasang pondasi batu kali, 1 Pc : 3 Ps
6.4.1. -
Bahan Batu belah 15/20 cm Semen porland Pasir Pasang
6.4.2. -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
6.5.
1 M³ Pasang pondasi batu kali, 1 Pc : 4 Ps.
6.5.1. -
Bahan Batu belah 15/20 cm Semen porland Pasir Pasang
6.5.2. -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
6.6.
1 M³ Pasang pondasi batu kali, 1 Pc : 5 Ps
6.6.1. -
Bahan Batu belah 15/20 cm Semen porland Pasir Pasang
6.6.2. -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
6.7.
1 M³ Pasang pondasi batu kali, 1 Pc : 6 Ps
6.7.1. -
Bahan Batu belah 15/20 cm Semen porland Pasir Pasang
6.7.2. Tenaga - Pekerja - Tukang batu
1.100 M³ 202.000 Kg 0.485 M³
1.500 0.600 0.060 0.075
Oh Oh Oh Oh
1.100 M³ 163.000 Kg 0.520 M³
1.500 0.600 0.060 0.075
Oh Oh Oh Oh
1.100 M³ 136.000 Kg 0.544 M³
1.500 0.600 0.060 0.075
Oh Oh Oh Oh
1.100 M³ 117.000 Kg 0.561 M³
1.500 Oh 0.600 Oh
x Rp. 125,900.00 = x Rp. 1,270.00 = x Rp. 76,500.00 = Jumlah (1) =
x x x x
Rp. Rp. Rp. Rp. Jumlah Jumlah
Rp. Rp. Rp. Rp.
138,490.00 256,540.00 37,102.50 432,132.50
52,500.00 = Rp. 78,800.00 = Rp. 91,900.00 = Rp. 65,600.00 = Rp. (2) = Rp. (1) +(2) = Rp.
78,750.00 47,280.00 5,514.00 4,920.00 136,464.00 568,596.50
x Rp. 125,900.00 = x Rp. 1,270.00 = x Rp. 76,500.00 = Jumlah (1) =
x x x x
Rp. Rp. Rp. Rp. Jumlah Jumlah
Rp. Rp. Rp. Rp.
138,490.00 207,010.00 39,780.00 385,280.00
52,500.00 = Rp. 78,800.00 = Rp. 91,900.00 = Rp. 65,600.00 = Rp. (2) = Rp. (1) +(2) = Rp.
78,750.00 47,280.00 5,514.00 4,920.00 136,464.00 521,744.00
x Rp. 125,900.00 = x Rp. 1,270.00 = x Rp. 76,500.00 = Jumlah (1) =
Rp. Rp. Rp. Rp.
138,490.00 172,720.00 41,616.00 352,826.00
x x x x
= = = =
Rp. Rp. Rp. Rp.
78,750.00 47,280.00 5,514.00 4,920.00 136,464.00 489,290.00
x Rp. 125,900.00 = x Rp. 1,270.00 = x Rp. 76,500.00 = Jumlah (1) =
Rp. Rp. Rp. Rp.
138,490.00 148,590.00 42,916.50 329,996.50
= Rp. = Rp.
78,750.00 47,280.00
Rp. Rp. Rp. Rp. Jumlah Jumlah
x Rp. x Rp.
52,500.00 78,800.00 91,900.00 65,600.00 (2) (1) +(2)
52,500.00 78,800.00
- Kepala tukang - Mandor
PP
PP
0.060 Oh 0.075 Oh
6.8.
1 M³ Pasang pondasi batu kali, Pc : 8 Ps
6.8.1. -
Bahan Batu belah 15/20 cm Semen porland Pasir Pasang
6.8.2. -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
6.9.
1 M³ Pasang pondasi batu kali, 1 Kp : 1 Sm : 1 Ps
6.9.1. -
Bahan Batu belah 15/20 cm Kapur pasang Batu Bata biasa 5x10x20 cm Pasir Pasang
1.100 0.229 0.229 0.544
6.9.2. -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
1.500 0.600 0.060 0.075
1.100 M³ 91.000 Kg 0.561 M³
1.500 0.600 0.060 0.075
Oh Oh Oh Oh
x Rp. x Rp. Jumlah Jumlah
91,900.00 = Rp. 65,600.00 = Rp. (2) = Rp. (1) +(2) = Rp.
x Rp. 125,900.00 = x Rp. 1,270.00 = x Rp. 76,500.00 = Jumlah (1) =
Rp. Rp. Rp. Rp.
138,490.00 115,570.00 42,916.50 296,976.50
52,500.00 = Rp. 78,800.00 = Rp. 91,900.00 = Rp. 65,600.00 = Rp. (2) = Rp. (1) +(2) = Rp.
78,750.00 47,280.00 5,514.00 4,920.00 136,464.00 433,440.50
x x x x
Rp. Rp. Rp. Rp. Jumlah Jumlah
M³ Kg M³ M³
x x x x
Rp. 125,900.00 = Rp. 187,000.00 = Rp. 25,080.00 = Rp. 6,270.00 = Jumlah (1) =
Rp. Rp. Rp. Rp. Rp.
138,490.00 42,823.00 5,743.32 3,410.88 190,467.20
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp. Jumlah
Rp. Rp. Rp. Rp. Rp.
78,750.00 47,280.00 5,514.00 4,920.00 136,464.00
= Rp.
326,931.20
52,500.00 = 78,800.00 = 91,900.00 = 65,600.00 = (2) =
Jumlah (1) +(2)
PP
PP
6.10.
1 M³ Pasang pondasi batu kali, 1 Kp : 1 SM : 2 Ps
6.10.1. Bahan - Batu belah 15/20 cm - Kapur pasang - Batu Bata biasa 5x10x20 cm - Pasir Pasang
1.100 0.170 0.170 0.340
M³ Kg M³ M³
x x x x
Rp. 125,900.00 = Rp. 187,000.00 = Rp. 25,080.00 = Rp. 6,270.00 = Jumlah (1) =
6.10.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor
1.500 0.600 0.060 0.075
Oh Oh Oh Oh
x x x x
6.11.
5,514.00 4,920.00 136,464.00 466,460.50
Rp. Rp. Rp. Rp. Rp.
138,490.00 31,790.00 4,263.60 2,131.80 176,675.40
Rp. Rp. Rp. Rp. Jumlah Jumlah
52,500.00 = Rp. 78,800.00 = Rp. 91,900.00 = Rp. 65,600.00 = Rp. (2) = Rp. (1) +(2) = Rp.
78,750.00 47,280.00 5,514.00 4,920.00 136,464.00 313,139.40
Rp. Rp. Rp . Rp.
125,900.00 25,080.00 1 87 ,0 00 .00 6,270.00
1 M³ Pasangan pondasi batu kali, 1 Pc : 1/4 Kp : 4 Ps
6.11.1. Bahan - Batu belah 15/20 cm - Kayu Profil 4" - K ap ur p asa ng - Pasir Pasang
1.100 156.000 0.0 32 0.584
M³ Kg M³ M³
x x x x
= = = =
Rp. Rp. Rp. Rp.
138,490.00 3,912,480.00 5 ,984 .00 3,661.68
Jumlah (1)
6.11.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor
PP
6.12.
6.12.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor
6.13.
6.13.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor
6.14.
x x x x
Rp. Rp. Rp. Rp. Jumlah Ju mlah
52,500.00 = Rp. 78,800.00 = Rp. 91,900.00 = Rp. 65,600.00 = Rp. (2) = Rp. (1) +(2 ) = Rp.
78,750.00 47,280.00 5,514.00 4,920.00 136,464.00 4,1 97 ,0 79 .68
1.100 61.000 0.1 47 0.492
M³ Kg M³ M³
x x x x
Rp. 125,900.00 = Rp. 25,080.00 = Rp . 1 87 ,0 00 .00 = Rp. 6,270.00 = Jumlah (1) =
Rp. Rp. Rp. Rp. Rp.
138,490.00 1,529,880.00 27 ,489 .00 3,084.84 1,698,943.84
1.500 0.600 0.060 0.075
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp. Jumlah Ju mlah
52,500.00 = Rp. 78,800.00 = Rp. 91,900.00 = Rp. 65,600.00 = Rp. (2) = Rp. (1) +(2 ) = Rp.
78,750.00 47,280.00 5,514.00 4,920.00 136,464.00 1,8 35 ,4 07 .84
1 M³ Pasang pondasi batu kali, 1/4 Pc : 1 Kp : 4 Ps
6.13.1. Bahan - Batu belah 15/20 cm - Kayu Profil 4" - K ap ur p asa ng - Pasir Pasang
PP
Oh Oh Oh Oh
4,060,615.68
1 M³ Pasang pondasi batu kali, 1 Pc : 3 Kp : 10 Ps
6.12.1. Bahan - Batu belah 15/20 cm - Kayu Profil 4" - K ap ur p asa ng - Pasir Pasang
PP
1.500 0.600 0.060 0.075
= Rp.
1.100 41.000 0.1 31 0.523
M³ Kg M³ M³
x x x x
Rp. 125,900.00 = Rp. 25,080.00 = Rp . 1 87 ,0 00 .00 = Rp. 6,270.00 = Jumlah (1) =
Rp. Rp. Rp. Rp. Rp.
138,490.00 1,028,280.00 24 ,497 .00 3,279.21 1,194,546.21
1.500 0.600 0.060 0.075
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp. Jumlah Ju mlah
52,500.00 = Rp. 78,800.00 = Rp. 91,900.00 = Rp. 65,600.00 = Rp. (2) = Rp. (1) +(2 ) = Rp.
78,750.00 47,280.00 5,514.00 4,920.00 136,464.00 1,3 31 ,0 10 .21
1 M³ Pasang pondasi batu kosong
6.14.1. Bahan - Batu belah 10/15 cm - Pasir pasang
1.200 M³ 0.300 M³
x Rp. 140,900.00 = Rp. x Rp. 76,500.00 = Rp. Jumlah (1) = Rp.
169,080.00 22,950.00 192,030.00
6.14.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor
0.780 0.390 0.039 0.039
x x x x
40,950.00 30,732.00 3,584.10 2,558.40 77,824.50 269,854.50
Oh Oh Oh Oh
Rp. Rp. Rp. Rp. Jumlah Jumlah
52,500.00 = Rp. 78,800.00 = Rp. 91,900.00 = Rp. 65,600.00 = Rp. (2) = Rp. (1) +(2) = Rp.
PP
6.15.
1 M³ Pasang pondasi siklop 40 % batu kali
6.15.1. Bahan - Besi beton - Semen portland - Pasir beton - Koral beton - Kawat beton
6.15.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor
PP
6.16.
Kg Kg Kg M³ Kg
x x x x x
Rp. 14,410.00 = Rp. 1,270.00 = Rp. 87,800.00 = Rp. 185,900.00 = Rp. 16,830.00 = Jumlah (1) =
Rp. Rp. Rp. Rp. Rp. Rp.
1,080,750.00 256,540.00 28,096.00 91,091.00 13,464.00 1,469,941.00
3.000 0.850 0.085 0.150
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp. Jumlah Ju mlah
52,500.00 = Rp. 78,800.00 = Rp. 91,900.00 = Rp. 65,600.00 = Rp. (2) = Rp. (1) +(2 ) = Rp.
157,500.00 66,980.00 7,811.50 9,840.00 242,131.50 1,7 12 ,0 72 .50
1 M³ Pasang pondasi sumuran diameter 100 Cm
6.16.1. Bahan - Batu belah 15/20 cm - Semen portland - Pasir Pasang
6.16.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor
PP
75.000 202.000 0.320 0.490 0.800
0.450 M³ 280.000 Kg 0.670 M³
2.380 0.300 0.030 0.080
Oh Oh Oh Oh
x Rp. 125,900.00 = x Rp. 1,270.00 = x Rp. 76,500.00 = Jumlah (1) =
x x x x
Rp. Rp. Rp. Rp. Jumlah Jumlah
Rp. Rp. Rp. Rp.
56,655.00 355,600.00 51,255.00 463,510.00
52,500.00 = Rp. 78,800.00 = Rp. 91,900.00 = Rp. 65,600.00 = Rp. (2) = Rp. (1) +(2) = Rp.
124,950.00 23,640.00 2,757.00 5,248.00 156,595.00 620,105.00
6.17. 1 M³ Pembuatan tiang pancang (40 x 40) Cm, beton bertulang 6.17.1. Bahan - Pasir urug darat - Pasir beton - Koral beton - Semen porland - Besi beton - Kawat beton - Kayu kaso 5/7 - Paku - Minyak bekisting - Plamur tembok 6.17.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor
0.019 0.094 0.150 60.500 45.000 0.900 0.032 0.120 0.090 0.240
M³ M³ M³ Kg Kg Kg M³ Kg Lt Kg
x x x x x x x x x x
Rp. 64,400.00 = Rp. 87,800.00 = Rp. 185,900.00 = Rp. 1,270.00 = Rp. 14,410.00 = Rp. 16,830.00 = Rp. 3,107,500.00 = Rp. 14,520.00 = Rp. 6,290.00 = Rp. 15,730.00 = Jumlah (1) =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
1,223.60 8,253.20 27,885.00 76,835.00 648,450.00 15,147.00 99,440.00 1,742.40 566.10 3,775.20 883,317.50
1.000 0.670 0.067 0.050
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp. Jumlah Jumlah
52,500.00 = Rp. 78,800.00 = Rp. 91,900.00 = Rp. 65,600.00 = Rp. (2) = Rp. (1) +(2) = Rp.
52,500.00 52,796.00 6,157.30 3,280.00 114,733.30 998,050.80
PP
6.18. 1 M³ Pembuatan tiang pancang (35 x 35) Cm, beton bertulang 6.18.1. Bahan - Pasir urug darat - Pasir beton - Koral beton - Semen porland - Besi beton - Kawat beton - Kayu kaso 5/7 - Paku - Minyak bekisting - Plamur tembok
6.18.2. Tenaga - Pekerja - Tukang batu - Kepala tukang - Mandor
0.016 0.080 0.125 49.000 34.500 0.700 0.027 0.120 0.090 0.200
M³ M³ M³ Kg Kg Kg M³ Kg Lt Kg
x x x x x x x x x x
Rp. 64,400.00 = Rp. 87,800.00 = Rp. 185,900.00 = Rp. 1,270.00 = Rp. 14,410.00 = Rp. 16,830.00 = Rp. 3,107,500.00 = Rp. 14,520.00 = Rp. 6,290.00 = Rp. 15,730.00 = Jumlah (1) =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
1,030.40 7,024.00 23,237.50 62,230.00 497,145.00 11,781.00 83,902.50 1,742.40 566.10 3,146.00 691,804.90
0.800 0.500 0.050 0.040
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp. Jumlah Jumlah
52,500.00 = Rp. 78,800.00 = Rp. 91,900.00 = Rp. 65,600.00 = Rp. (2) = Rp. (1) +(2) = Rp.
42,000.00 39,400.00 4,595.00 2,624.00 88,619.00 780,423.90
ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING PD
6.1.
1 M² Pasangan bata merah tebal 1 bata, 1 Pc : 1 Ps
6.1.1. Bahan - Bata merah 5 x 10 x 20 cm - Semen portland - Pasir pasang
6.1.2 -
PD
6.2 6.2.1
Bahan - Bata merah 5 x 10 x 20 cm - Semen portland - Pasir pasang
-
6.3 6.3.1
6.4.1
Tenaga Pekerja Tukang batu Kepala tukang Mandor
Bahan - Bata merah 5 x 10 x 20 cm - Semen portland - Pasir pasang
-
6.4
Oh Oh Oh Oh
Rp. Rp. Rp.
720 1,270 76,500 Jumlah (1)
= Rp = Rp = Rp = Rp
100,800.00 81,318.10 4,513.50 186,631.60
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
34,125.00 15,760.00 1,838.00 1,968.00 53,691.00 240,322.60
140.000 Bh 43.500 Kg 0.080 M³
x x x
Rp. Rp. Rp.
720 1,270 76,500 Jumlah (1)
= Rp = Rp = Rp = Rp
100,800.00 55,245.00 6,120.00 162,165.00
0.650 0.200 0.020 0.030
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
34,125.00 15,760.00 1,838.00 1,968.00 53,691.00 215,856.00
x x x
Rp. Rp. Rp.
720 1,270 76,500 Jumlah (1)
= Rp = Rp = Rp = Rp
100,800.00 41,846.50 6,961.50 149,608.00
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
34,125.00 15,760.00 1,838.00 1,968.00 53,691.00 203,299.00
x
Rp.
720 = Rp
100,800.00
1 m² Pasangan bata merah tebal 1 bata, 1Pc : 3 Ps
6.3.2
PD
0.650 0.200 0.020 0.030
x x x
1m² Pasangan bata merah tebal 1 bata, 1Pc : 2 Ps
6.2.2
PD
Tenaga Pekerja Tukang batu Kepala tukang Mandor
140.000 Bh 64.030 Kg 0.059 M³
Tenaga Pekerja Tukang batu Kepala tukang Mandor
140.000 Bh 32.950 Kg 0.091 M³
0.650 0.200 0.020 0.030
Oh Oh Oh Oh
1 m² Pasangan bata merah tebal 1 bata, 1Pc : 4 Ps Bahan - Bata merah 5 x 10 x 20 cm
140.000 Bh
- Semen portland - Pasir pasang
6.4.2 -
PD
6.5 6.5.1
Bahan - Bata merah 5 x 10 x 20 cm - Semen portland - Pasir pasang
-
6.6 6.6.1
0.650 0.200 0.020 0.030
Oh Oh Oh Oh
x x
Rp. Rp.
1,270 = Rp 76,500 = Rp Jumlah (1) = Rp
33,718.50 7,114.50 141,633.00
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
34,125.00 15,760.00 1,838.00 34,125.00 51,723.00 193,356.00
x x x
Rp. Rp. Rp.
720 1,270 76,500 Jumlah (1)
= Rp = Rp = Rp = Rp
100,800.00 28,194.00 7,803.00 136,797.00
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2)
= = = = =
Rp Rp Rp Rp Rp
34,125.00 0.00 0.00 1,968.00 36,093.00
Jumlah (1) + (2) =
Rp
172,890.00
1 m² Pasangan bata merah tebal 1 bata, 1Pc : 5 Ps
6.5.2
PD
Tenaga Pekerja Tukang batu Kepala tukang Mandor
26.550 Kg 0.093 M³
Tenaga Pekerja Tukang batu Kepala tukang Mandor
140.000 Bh 22.200 Kg 0.102 M³
0.650 0.200 0.020 0.030
Oh Oh Oh Oh
1 m² Pasangan bata merah tebal 1 bata, 1Pc : 6 Ps Bahan - Bata merah 5 x 10 x 20 cm - Semen portland - Pasir pasang
6.6.2 -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
140.000 Bh 22.200 Kg 0.102 M³
0.650 0.200 0.020 0.030
Oh Oh Oh Oh
x x x
Rp. Rp. Rp.
720 1,270 76,500 Jumlah (1)
= Rp = Rp = Rp = Rp
100,800.00 28,194.00 7,803.00 136,797.00
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
34,125.00 15,760.00 1,838.00 1,968.00 53,691.00 190,488.00
PD
6.7 6.7.1
1 m² Pasangan bata merah tebal 1 bata, 1Pc : 3 Kp : 10 Ps Bahan - Bata merah 5 x 10 x 20 cm - Semen portland - Pasir pasang
6.7.2 -
PD
6.8 6.8.1
Bahan - Bata merah 5 x 10 x 20 cm - Semen portland - Pasir pasang
6.9 6.9.1
0.650 0.200 0.020 0.030
Oh Oh Oh Oh
x x x
Rp. Rp. Rp.
720 1,270 76,500 Jumlah (1)
= Rp = Rp = Rp = Rp
100,800.00 12,801.60 7,076.25 19,877.85
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
34,125.00 15,760.00 1,838.00 1,968.00 53,691.00 73,568.85
x x x
Rp. Rp. Rp.
720 1,270 76,500 Jumlah (1)
= = = =
Rp Rp Rp Rp
50,400.00 35,306.00 2,142.00 87,848.00
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
16,800.00 7,880.00 919.00 984.00 26,583.00 114,431.00
x x x
Rp. Rp. Rp.
720 1,270 76,500 Jumlah (1)
= = = =
Rp Rp Rp Rp
50,400.00 24,066.50 2,907.00 77,373.50
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
16,800.00 7,880.00 919.00 984.00 26,583.00 103,956.50
1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 1 Ps
6.8.2 -
PD
Tenaga Pekerja Tukang batu Kepala tukang Mandor
140.000 Bh 10.080 Kg 0.0925 M³
Tenaga Pekerja Tukang batu Kepala tukang Mandor
70.000 Bh 27.800 Kg 0.028 M³
0.320 0.100 0.010 0.015
Oh Oh Oh Oh
1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 2 Ps Bahan - Bata merah 5 x 10 x 20 cm - Semen portland - Pasir pasang
6.9.2 -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
70.000 Bh 18.950 Kg 0.038 M³
0.320 0.100 0.010 0.015
Oh Oh Oh Oh
PD
PD
PD
6.10
1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 3 Ps
6.10.1 -
Bahan Bata merah 5 x 10 x 20 cm Semen portland Pasir pasang
6.10.2 -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
6.11
1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 4 Ps
6.11.1 -
Bahan Bata merah 5 x 10 x 20 cm Semen portland Pasir pasang
6.11.2 -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
6.12
1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 5 Ps
6.12.1 -
Bahan Bata merah 5 x 11 x 22 cm Semen portland Pasir pasang
6.12.2 -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
70.000 Bh 14.370 Kg 0.040 M³
0.320 0.100 0.010 0.015
Oh Oh Oh Oh
70.000 Bh 11.500 Kg 0.043 M³
0.320 0.100 0.010 0.015
Oh Oh Oh Oh
70.000 Bh 9.680 Kg 0.045 M³
0.320 0.100 0.010 0.015
Oh Oh Oh Oh
x x x
Rp. Rp. Rp.
720 1,270 76,500 Jumlah (1)
= = = =
Rp Rp Rp Rp
50,400.00 18,249.90 3,060.00 71,709.90
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
16,800.00 7,880.00 919.00 984.00 26,583.00 98,292.90
x x x
Rp. Rp. Rp.
720 1,270 76,500 Jumlah (1)
= = = =
Rp Rp Rp Rp
50,400.00 14,605.00 3,289.50 68,294.50
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
16,800.00 7,880.00 919.00 984.00 26,583.00 94,877.50
x x x
Rp. Rp. Rp.
720 1,270 76,500 Jumlah (1)
= = = =
Rp Rp Rp Rp
50,400.00 12,293.60 3,442.50 66,136.10
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
16,800.00 7,880.00 919.00 984.00 26,583.00 92,719.10
PD
PD
PD
6.13
1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 6 Ps
6.13.1 -
Bahan Bata merah 5 x 11 x 22 cm Semen portland Pasir pasang
6.13.2 -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
6.14
1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 8 Ps
6.14.1 -
Bahan Bata merah 5 x 11 x 22 cm Semen portland Pasir pasang
6.14.2 -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
6.15
1 m² Pasangan bata merah tebal 1/2 bata, 1Pc : 3 Kp : 10 Ps
6.15.1 -
Bahan Bata merah 5 x 11 x 22 cm Semen portland Pasir pasang Kapur pasang
6.15.2 -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
70.000 Bh 8.320 Kg 0.049 M³
0.320 0.100 0.010 0.015
Oh Oh Oh Oh
70.000 Bh 6.500 Kg 0.050 M³
0.320 0.100 0.010 0.015
Oh Oh Oh Oh
x x x
Rp. Rp. Rp.
720 1,270 76,500 Jumlah (1)
= = = =
Rp Rp Rp Rp
50,400.00 10,566.40 3,748.50 64,714.90
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
16,800.00 7,880.00 919.00 984.00 26,583.00 91,297.90
x x x
Rp. Rp. Rp.
720 1,270 76,500 Jumlah (1)
= = = =
Rp Rp Rp Rp
50,400.00 8,255.00 3,825.00 62,480.00
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
16,800.00 7,880.00 919.00 984.00 26,583.00 89,063.00
70.000 4.500 0.050 0.015
Bh Kg M³ M³
x x x x
Rp. Rp. Rp. Rp.
720 1,270 76,500 0 Jumlah (1)
= = = = =
Rp Rp Rp Rp Rp
50,400.00 5,715.00 3,825.00 0.00 59,940.00
0.320 0.100 0.010 0.015
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
16,800.00 7,880.00 919.00 984.00 26,583.00 86,523.00
PD
PD
PD
6.16
1 m² Pasangan bata merah tebal 1/2 bata, 1Kp : 1 Sm : 1 Ps
6.16.1 -
Bahan Bata merah 5 x 11 x 22 cm Kawat Duri Pasir pasang Kapur padam
6.16.2 -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
6.17
1 m² Pasangan bata merah tebal 1/2 bata, 1Kp : 1 Sm : 2 Ps
6.17.1 -
Bahan Bata merah 5 x 11 x 22 cm Kawat Duri Pasir pasang Kapur padam
6.17.2 -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
6.18
1 m² Pasangan dinding holowblock (HB.20)
6.18.1 -
Bahan Hollow block (HB.20) Semen portland Pasir pasang Besi beton polos
6.18.2 -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
70.000 0.018 0.018 0.018
Bh M³ M³ M³
x x x x
Rp. Rp. Rp. Rp.
720 4,030 76,500 68,290 Jumlah (1)
= Rp = Rp = Rp = Rp = Rp
50,400.00 72.54 1,377.00 1,229.22 53,078.76
0.320 0.100 0.010 0.015
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
16,800.00 7,880.00 919.00 984.00 26,583.00 79,661.76
70.000 0.014 0.028 0.014
Bh Kg M³ M³
x x x x
Rp. Rp. Rp. Rp.
720 1,270 76,500 68,290 Jumlah (1)
= = = = =
Rp Rp Rp Rp Rp
50,400.00 17.78 2,142.00 956.06 53,515.84
0.320 0.100 0.010 0.015
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
16,800.00 7,880.00 919.00 984.00 26,583.00 80,098.84
12.500 13.500 0.048 1.950
Bh Kg M³ M³
x x x x
Rp. Rp. Rp. Rp.
17,070 1,270 76,500 168,250 Jumlah (1)
= Rp = Rp = Rp = Rp = Rp
213,375.00 1 7,145.00 3,672.00 328,087.50 562,279.50
0.320 0.150 0.015 0.017
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
16,800.00 11,820.00 1,378.50 1,115.20 31,113.70 593,393.20
PD
PD
PD
6.19
1 m² Pasangan dinding holowblock (HB.15)
6.19.1 -
Bahan Hollow block (HB.15) Semen portland Pasir pasang Besi beton polos
6.19.2 -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
6.20
1 m² Pasangan dinding holowblock (HB.10)
6.20.1 -
Bahan Hollow block (HB.10) Semen portland Pasir pasang Besi beton polos
6.20.2 -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
6.21
1 m² Pasangan dinding conblock (CB.20)
6.21.1 -
Bahan Concrete block (CB 20) Semen portland Pasir beton Pasir pasang Besi beton polos Paku biasa 2" - 5" Kayu sembarang Kawat beton Koral beton
12.500 10.450 0.038 1.950
Bh Kg M³ M³
x x x x
Rp. Rp. Rp. Rp.
8,540 1,270 76,500 168,250 Jumlah (1)
= Rp = Rp = Rp = Rp = Rp
106,750.00 1 3,271.50 2,907.00 328,087.50 451,016.00
0.320 0.120 0.012 0.015
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
16,800.00 9,456.00 1,102.80 984.00 28,342.80 479,358.80
12.500 7.500 0.027 1.950
Bh Kg M³ M³
x x x x
Rp. Rp. Rp. Rp.
17,330 1,270 76,500 168,250 Jumlah (1)
= Rp = Rp = Rp = Rp = Rp
216,625.00 9,525.00 2,065.50 328,087.50 556,303.00
0.320 0.100 0.010 0.015
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
16,800.00 7,880.00 919.00 984.00 26,583.00 582,886.00
Bh Kg M³ M³ Bh Kg M³ M³ M³
x x x x x x x x x
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
2,920 1,270 87,800 76,500 14,410 14,520 3,107,500 16,830 185,900 Jumlah (1)
= Rp = Rp = Rp = Rp = Rp = Rp = Rp = Rp = Rp = Rp
36,500.00 1 7,843.50 351.20 3,213.00 55,766.70 87.12 3,107.50 504.90 929.50 118,303.42
12.500 14.050 0.004 0.042 3.870 0.006 0.001 0.030 0.005
PD
PD
6.21.2 -
Tenaga Pekerja Tukang batu Tukang besi Kepala tukang Mandor
6.22
1 m² Pasangan dinding Conblock (CB.15)
6.22.1 -
Bahan Concrete block (CB 15) Semen portland Pasir beton Pasir pasang Besi beton polos ø 8 mm Paku biasa 2" - 5" Kayu sembarang Kawat beton Koral beton
6.22.2 -
Tenaga Pekerja Tukang batu Tukang besi Kepala tukang Mandor
6.23
1 m² Pasangan dinding Conblock (CB.10)
6.23.1 -
Bahan Concrete block (CB 10) Semen portland Pasir beton Pasir pasang Besi beton polos Paku biasa 2" - 5" Kayu sembarang Kawat beton Koral beton
6.23.2 -
Tenaga Pekerja Tukang batu Tukang besi Kepala tukang Mandor
0.370 0.157 0.007 0.0164 0.0185
Oh Oh Oh Oh Oh
x x x x x
Rp. Rp. Rp. Rp. Rp.
52,500 78,800 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp = Rp
19,425.00 12,371.60 551.60 1,507.16 1,213.60 35,068.96 153,372.38
12.500 10.460 0.003 0.032 2.870 0.004 0.001 0.020 0.004
Bh Kg M³ M³ Bh Kg M³ M³ M³
x x x x x x x x x
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
1,600 1,270 87,800 76,500 14,410 14,520 3,107,500 16,830 185,900 Jumlah (1)
= = = = = = = = = =
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
20,000.00 1 3,284.20 263.40 2,448.00 41,356.70 58.08 3,107.50 336.60 743.60 81,598.08
0.340 0.130 0.007 0.0137 0.017
Oh Oh Oh Oh Oh
x x x x x
Rp. Rp. Rp. Rp. Rp.
52,500 78,800 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp = Rp
17,850.00 10,244.00 551.60 1,259.03 1,115.20 31,019.83 112,617.91
12.500 7.200 0.002 0.021 2.540 0.003 0.001 0.015 0.003
Bh Kg M³ M³ Bh Kg M³ M³ M³
x x x x x x x x x
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
740 1,270 87,800 76,500 14,410 14,520 3,107,500 16,830 185,900 Jumlah (1)
= = = = = = = = = =
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
9,250.00 9,144.00 175.60 1,606.50 36,601.40 43.56 3,107.50 252.45 557.70 60,738.71
0.340 0.107 0.007 0.0114 0.017
Oh Oh Oh Oh Oh
x x x x x
Rp. Rp. Rp. Rp. Rp.
52,500 78,800 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp = Rp
17,850.00 8,431.60 551.60 1,047.66 1,115.20 28,996.06 89,734.77
PD
PD
PD
6.24
1 m² Pasang dinding lantai
6.24.1 -
Bahan Bondbeam 40 x 20 x 20 cm Semen portland Pasir beton Besi beton polos Koral beton
2.500 5.100 0.080 1.500 0.150
Bh Kg M³ Kg M³
x x x x x
Rp. Rp. Rp. Rp. Rp.
30,250 1,270 87,800 14,410 185,900 Jumlah (1)
= Rp = Rp = Rp = Rp = Rp = Rp
75,625.00 6,477.00 7,024.00 21,615.00 27,885.00 138,626.00
6.24.2 -
Tenaga Pekerja Tukang batu Tukang besi Kepala tukang Mandor
0.100 0.030 0.030 0.006 0.005
Oh Oh Oh Oh Oh
x x x x x
Rp. Rp. Rp. Rp. Rp.
52,500 78,800 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp = Rp
5,250.00 2,364.00 2,364.00 551.40 328.00 10,857.40 149,483.40
6.25
1 m² Pasang dinding roster / terawang
6.25.1 -
Bahan Roster/terawang Semen portland Pasir pasang
36.000 Bh 12.800 Kg 0.035 M³
x x x
Rp. Rp. Rp.
3,030 1,270 76,500 Jumlah (1)
= Rp = Rp = Rp = Rp
109,080.00 1 6,256.00 2,677.50 128,013.50
6.25.2 -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
15,750.00 7,880.00 919.00 984.00 25,533.00 153,546.50
6.26
1 m² Pasang bata berongga ukuran ( 5 x 10 x 20 ) cm
6.26.1 -
Bahan Batu berongga Semen portland Pasir pasang
x x x
Rp. Rp. Rp.
610 1,270 76,500 Jumlah (1)
= Rp = Rp = Rp = Rp
48,800.00 3 0,035.50 43,605.00 122,440.50
6.26.2 -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
16,800.00 11,820.00 1,378.50 984.00 30,982.50 153,423.00
0.300 0.100 0.010 0.015
Oh Oh Oh Oh
80.000 Bh 23.650 Kg 0.570 M³
0.320 0.150 0.015 0.015
Oh Oh Oh Oh
PD
6.27
1 m² Pasang dinding anyaman bambu, rangka kayu
6.27.1 -
Bahan Bilik bambu Kayu 5/7 Paku List kayu 2/4
1.500 0.014 0.012 0.003
M² M³ Kg M³
x x x x
Rp. Rp. Rp. Rp.
16,340 5,225,000 14,520 5,225,000 Jumlah (1)
= Rp = Rp = Rp = Rp = Rp
24,510.00 73,150.00 174.24 15,675.00 113,509.24
6.27.2 -
Tenaga Pekerja Tukang batu Kepala tukang Mandor
0.100 0.050 0.005 0.002
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
= Rp = Rp = Rp = Rp = Rp = Rp
5,250.00 3,940.00 459.50 131.20 9,780.70 123,289.94
ANALISA BIAYA KONSTRUKSI PEKERJAAN PLESTERAN PPL 6.1. 6.1.1.
1 M² Plesteran 1 Pc : 1 Ps, tebal 15 mm Bahan - Semen portland - Pasir pasang
6.1.2. -
PPL 6.2. 6.2.1.
Bahan - Semen portland - Pasir pasang
-
PPL 6.3.
Tenaga Pekerja Tukang batu Kepala tukang Mandor
Bahan - Semen portland - Pasir pasang
-
6.4.1.
16,408.40 994.50 17,402.90
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
Rp. Rp. Rp. Rp. Rp. Rp.
10,500.00 11,820.00 1,378.50 656.00 24,354.50 41,757.40
8.520 Kg x Rp. 0.017 M³ x Rp.
1,270 = Rp. 76,500 = Rp. Jumlah (1) = Rp.
10,820.40 1,300.50 12,120.90
0.200 0.150 0.015 0.010
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
Rp. Rp. Rp. Rp. Rp. Rp.
10,500.00 11,820.00 1,378.50 656.00 24,354.50 36,475.40
6.480 Kg x Rp. 0.019 M³ x Rp.
1,270 = Rp. 76,500 = Rp. Jumlah (1) = Rp.
8,229.60 1,453.50 9,683.10
0.200 0.150 0.015 0.010
52,500 78,800 91,900 65,600 Jumlah (2) Jumlah (1) + (2)
0.200 0.150 0.015 0.010
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
= = = = = =
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
= = = = = =
1 M² Plesteran 1 Pc : 3 Ps, tebal 15 mm
6.3.2.
PPL 6.4.
1,270 = Rp. 76,500 = Rp. Jumlah (1) = Rp.
1 M² Plesteran 1 Pc : 2 Ps, tebal 15 mm
6.2.2.
6.3.1.
Tenaga Pekerja Tukang batu Kepala tukang Mandor
12.920 Kg x Rp. 0.013 M³ x Rp.
Tenaga Pekerja Tukang batu Kepala tukang Mandor
Oh Oh Oh Oh
x x x x
Rp. Rp. Rp. Rp.
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
10,500.00 11,820.00 1,378.50 656.00 24,354.50 34,037.60
1,270 = Rp. 76,500 = Rp. Jumlah (1) = Rp.
6,604.00 1,530.00 8,134.00
1 M² Plesteran 1 Pc : 4 Ps, tebal 15 mm Bahan - Semen portland - Pasir pasang
5.200 Kg x Rp. 0.020 M³ x Rp.
