ahsp air

file:///var/www/apps/conversion/tmp/scratch_3/311237226.xls90 dup

D A F T A R U P A H P E K E R J A

S U M B E R D A T A : P A S A R A N B E B A S D A E R A H : KOTA SEMARANG

EDISI JANUARI 2016

HARGA NO. J E N I S B A H A N SATUAN MINIMUM MAKSIMUM KET.

(Rp) (Rp)

1 P e k e r j a Hr 55,000 65,000

2 Pekerja tak terlatih Hr 40,000 50,000

3 M a n d o r Hr 75,000 85,000

4 Buruh Semi Terlatih Hr 45,000 50,000

5 T u k a n g l i s t r i k / Buruh Terlatih Hr 75,000 85,000

6 T u k a n g k a y u Hr 75,000 85,000

7 K e p . t k . k a y u Hr 85,000 95,000

8 T u k a n g b a t u Hr 75,000 85,000

9 K e p . t k . b a t u Hr 85,000 95,000

10 T u k a n g b e s i Hr 75,000 85,000

11 K e p . t k . b e s i Hr 85,000 95,000

12 T u k a n g c a t Hr 75,000 85,000

13 K e p . t k . c a t Hr 85,000 95,000

14 T u k a n g p l i t u r Hr 75,000 85,000

15 T u k a n g j a l a n Hr 60,000 65,000

16 T u k a n g g a l i Hr 60,000 65,000

17 Tukang masak aspal Hr 60,000 65,000

18 T k . l e i d e n g Hr 75,000 85,000

19 M a s i n i s / Operator Hr 150,000 175,000

20 P e m b . M a s i n i s Hr 100,000 110,000

21 P e n j a g a a p i Hr 50,000 65,000

22 P e n j a g a m a l a m Hr 60,000 65,000

23 Sopir Hr 150,000 165,000

24 Pembantu Sopir Hr 100,000 110,000

25 Juru Ukur Hr 125,000 150,000

26 Pembantu Juru Ukur Hr 100,000 125,000

file:///var/www/apps/conversion/tmp/scratch_3/311237226.xls 90/2 dhb

D A F T A R H A R G A S A T U A N B A H A N B A N G U N A N

S U M B E R D A T A : P A S A R A N B E B A SD A E R A H : KOTA SEMARANG

EDISI JANUARI 2016

HARGA

NO. J E N I S B A H A N SATUAN MINIMUM MAKSIMUM KETERANGAN

(Rp) (Rp)

I B A H A N D A S A R

1 BATU KALI Bulat Utuh m3 170,000 180,000

Bulat Belah m3 190,000 200,000

Pecah 10/15 m3 200,000 220,000

Pecah 5/7 m3 220,000 250,000

Pecah 3/5 m3 250,000 280,000

2 KERIKIL Timbun m3 120,000 120,000

Sawur / Koral m3 250,000 260,000

Beton 0,5/1 m3 300,000 330,000

Beton ,1/2 m3 280,000 310,000

Beton ,2/3 m3 280,000 325,000

Biasa m3 125,000 140,000

Tras Giling m3 215,000 290,000

3 BATU BATA ex lokal bh 500 510

4 PASIR Urug m3 140,000 160,000

Pasang m3 310,000 350,000

Beton m3 400,000 425,000

5 TANAH Padas m3 100,000 125,000

Liat m3 110,000 120,000

6 KAPUR Pasang m3 270,000 350,000

Semen Merah m3 175,000 185,000

7 PORTLAND CEMENT

Merk I 40 kg zak 50,000 53,000

Merk I 50 kg zak 68,000 72,000

Merk II 40 kg zak 50,000 53,500

Merk II 50 kg zak 67,000 71,000

Semen Putih 40 kg zak 62,000 65,000

Semen Putih 50 kg zak 90,000 95,000

Semen warna kg 10,000 15,000


HARGA


(Rp) (Rp)

II B A H A N P E N U T U P A T A P

1 SIRAP (100 lbr) pak 185,000 190,000

2 GENTENG BETON Genteng Beton Warna standard bh 6,000 7,000

Genteng Beton Warna Special bh 9,500 10,500

Genteng Beton Warna Khusus bh 14,000 15,200

Kerpus Beton Warna Standard bh 8,500 10,000

Kerpus Beton Warna Special bh 11,500 12,000

Kerpus Beton Warna Khusus bh 13,000 13,500

3 GENTENG TANAH LIAT

Vlaam bh 2,300 2,400

Kodok bh 2,900 3,200

Kodok Glasur bh 4,000 4,250

Nok kerpus Kodok bh 6,500 6,800

Nok kerpus Kodok Glasur bh 8,000 8,500

Plentong super besar 18 bh/m2 bh 5,100 5,350

Nok kerpus plentong super bh 9,000 9,200

4 ASBES GELOMBANG BESAR

. 200 cm X 102 cm X 5 mm bh 80,000 90,000

. 250 cm X 102 cm X 5 mm bh 93,000 98,000

. 225 cm X 102 cm X 5 mm bh 103,000 108,000

. 200 cm X 102 cm X 6 mm bh 92,000 95,000

. 225 cm X 102 cm X 6 mm bh 95,000 100,000

. 250 cm X 102 cm X 6 mm bh 105,000 110,000

Asbes Gelombang Kecil

. 150 cm X 105 cm X 4 mm bh 45,000 52,500

. 180 cm X 105 cm X 4 mm bh 54,000 62,000

. 210 cm X 105 cm X 4 mm bh 63,000 70,000

. 240 cm X 105 cm X 4 mm bh 72,000 80,000

. 270 cm X 105 cm X 4 mm bh 81,000 90,000

. 300 cm X 105 cm X 4 mm bh 45,000 52,500


HARGA


(Rp) (Rp)

5 NOK Jabes nok

. Kerpus Genteng bh 29,000 35,000

. Stel Besar bh 45,000 50,000

. Paten Besar bh 43,000 47,000

Nokstel gelombang harflex

. Stel Besar bh 44,000 48,000

. Patent Besar bh 27,000 30,500

. Plat besar bh 51,000 55,000

6 ASBES PLAT

. 100cm X 100 cm X 3 mm bh 16,000 17,000

. 100cm X 100 cm X 4 mm bh 18,000 20,000

. 50 cm X 200 cm X 3 mm bh 14,000 15,000

. 40 cm X 200 cm X 3 mm bh 13,000 14,000

7 FIBRE GLASS (JABES)

180 X 92 cm bh 50,000 75,000

200 X 92 cm bh 58,000 85,000

250 X 92 cm bh 66,000 100,000

180 X 105 cm bh 65,000 90,000

210 X 105 cm bh 70,000 105,000

250 X 105 cm bh 80,000 120,000

8 SENG PLAT

BJLS 0,18 lebar 55 cm m' 20,000 28,000

BJLS 0,20 lebar 55 cm m' 24,000 28,000

BJLS 0,28 lebar 55 cm m' 30,000 32,000

BJLS 0,30 lebar 55 cm m' 35,000 40,000

9 SENG GELOMBANG

BJLS 0,18 panjang 180 cm lbr 45,000 50,000




III . B A H A N K A Y U

1 JATI Papan m3 22,000,000 23,000,000

Balok/pesagen m3 20,000,000 20,500,000

2 KAMPER Papan m3 7,600,000 7,800,000

Balok/pesagen m3 6,900,000 7,500,000


HARGA


(Rp) (Rp)

3 KRUING Papan m3 5,750,000 7,000,000

Balok/pesagen m3 5,500,000 5,900,000

4 MERANTI Papan m3 4,800,000 5,100,000

Balok/pesagen m3 4,500,000 4,600,000

5 LANAN Papan m3 2,050,000 3,300,000

Balok/pesagen m3 2,000,000 2,100,000

6 BENGKIRAI Papan m3 10,000,000 12,000,000

Balok/pesagen m3 9,375,000 9,850,000

7 DOLKEN Sedang 8 x 10 x 400 cm bt 20,000 25,000

Kecil 6 x 7 x 400 cm bt 18,000 20,000

Besar 10 x 12 x 400 cm bt 32,000 34,000

Kayu cetakan m3 2,200,000 2,800,000

Kayu bakar m3 150,000 170,000

Bambu bt 10,000 11,000

IV . BAHAN PENUTUP DINDING / LANTAI

1 UBIN (TEGEL BIASA)

PC polos 30 X 30 cm m2 34,000 36,000

20 X 20 cm m2 32,000 34,000

PC warna 30 X 30 cm m2 45,000 46,000

20 X 20 cm m2 40,000 42,000

Teraso 30 X 30 cm m2 52,000 56,000

2 UBIN PORSELIN

Lokal 11 X 11 putih dos 42,000 43,000

11 X 11 warna dos 45,000 46,000

Lokal 15 X 15 putih dos 45,000 47,500

15 X 15 warna dos 46,000 49,000

3 MOZAIK PORSELIN

10 X 20 cm m2 48,000 52,000

15 X 15 cm m2 48,000 52,000

20 X 20 cm m2 48,000 55,000

20 X 25 cm m2 49,000 56,000


HARGA


(Rp) (Rp)

4 Keramik 30 X 30 cm m2 48,000 57,000

20 X 20 cm m2 52,000 56,000

33 x 33 cm m2 52,000 60,000

25 x 25 cm m2 51,000 55,000

15 x 20 cm m2 45,000 57,000

V . B A H A N C E T A K

1 10 cm - 100 cm bh 32,000 40,000

Ø 20 cm - 100 cm bh 42,500 50,000

Ø 30 cm - 100 cm bh 64,000 75,000

Ø 50 cm - 100 cm bh 110,000 130,000

Ø 60 cm - 100 cm bh 180,000 250,000

Ø 70 cm - 100 cm bh 215,000 250,000

U 10 cm - 100 cm bh 22,000 22,500

U 15 cm - 100 cm bh 30,500 40,000

U 20 cm - 100 cm bh 39,000 45,000

U 30 cm - 100 cm bh 48,000 75,000

U 50 cm - 100 cm bh - -

VI . B A H A N B E S I

1 BESI BETON besi beton polos kg 8,450 9,500

besi beton prestress kg 22,500 25,000

besi beton ulir kg 20,000 20,000

2 BESI PLAT Besi Strip kg 12,500 13,500

3 BESI PROFIL Besi Profil kg 12,800 13,600

4 JARING - JARING BAJA

Diameter 4 - 15 kg 12,500 14,000

Diameter 6 - 15 kg 13,500 14,250

Kawat Bronjong kg 9,500 9,500

BUIS BETON Ø


HARGA


(Rp) (Rp)

5 BESI SIKU L 40 X 40 X 4 btg 100,000 105,000

L 50 X 50 X 5 btg 155,000 162,000

L 60 X 60 X 6 btg 220,000 230,000

6 KAWAT - Ikat beton/bendrat kg 14,500 15,000

- Harmonika 12 X 45 mm m2 20,500 27,500

- Harmonika 12 X 24 mm m2 21,000 27,000

- Harmonika 14 X 30 mm m2 20,000 26,000

- Harmonika 14 X 35 mm m2 19,000 26,000

- Kawat Nyamuk Nylon m2 9,000 10,000

- Kawat Kasa m2 18,000 20,000

- Saringan pasir m2 15,000 20,000

- Kawat loket m2 15,000 22,500

- Kawat duri rol 55,000 135,000

- Kawat bronjong kg 25,000 27,500

VII . B A H A N P I P A

1 Pipa PVC SII SCJ , S - 12,5 (10 bar)

btg 20,000 28,000 panjang 4 m

btg 30,000 36,000 panjang 4 m

Pipa PVC DN 32 ( 1" ) AW JIS btg 45,000 45,000 panjang 4 m

btg 55,000 84,000 panjang 6 m

Pipa PVC DN 63 ( 2" ) btg 65,000 105,000 panjang 6 m

btg 75,000 110,000 panjang 6 m





Pipa PVC DN 315 ( 12" ) btg - - panjang 6 m

Pipa PVC DN 20 ( ½" ) AW JIS

Pipa PVC DN 25 ( ¾" ) AW JIS

Pipa PVC DN 40 ( 1½" )

Pipa PVC DN 90 ( 3" )


HARGA


(Rp) (Rp)

2 Pipa Medium B Galvanis - SII

btg 85,000 105,000 panjang 6 m

btg 115,000 150,000 panjang 6 m

Pipa Medium B Galvanis DN 32 ( 1" ) btg 135,000 180,000 panjang 6 m

btg 170,000 220,000 panjang 6 m


btg 270,000 350,000 panjang 6 m



Pipa Medium B Galvanis DN 160 ( 6" ) btg 960,000 1,050,000 panjang 6 m

Pipa Medium B Galvanis DN 200 ( 8" ) btg 1,850,000 2,100,000 panjang 6 m

Pipa Medium B Galvanis DN 250 ( 10") btg - - panjang 6 m

VIII . B A H A N L A N G I T - L A N G I T

1 PLY WOOD

Teak wood

90 X 210 X 3 mm lbr 45,000 65,000

. 120 X 240 X 3 mm lbr 55,000 95,000

. 90 X 210 X 4 mm lbr 65,000 70,000

. 90 X 210 X 9 mm lbr 115,000 125,000

- . 90 X 210 X 12 mm lbr 145,000 170,000

- . 90 X 210 X 15 mm lbr 225,000 240,000

. 90 X 210 X 18 mm lbr 295,000 310,000

2 Tripleks

. 120 X 240 X 3 mm lbr 50,000 55,000

. 120 X 240 X 4 mm lbr 62,000 70,000

. 120 X 240 X 6 mm lbr 75,000 80,000

3 Multipleks

. 120 X 240 X 9 mm lbr 125,000 160,000

. 120 X 240 X 12 mm lbr 145,000 180,000

. 120 X 240 X 15 mm lbr 165,000 280,000

. 120 X 240 X 18 mm lbr 225,000 310,000

4 Formika ukuran pintu lbr 68,000 75,000

Pipa Medium B Galvanis DN ½"

Pipa Medium B Galvanis DN 25 ( ¾" )

Pipa Medium B Galvanis DN 50 ( 1½" )

Pipa Medium B Galvanis DN 2½"


HARGA


(Rp) (Rp)

IX . B A H A N F I N I S H I N G

1 KAYU

Menie kg 25,000 30,000

Dempul plamur kg 25,000 30,000

Ambril/amplas lbr 3,800 4,100

Batu Apung kg 29,000 31,000

Cat dasar kg 34,000 36,500

. Emco kg 50,000 55,000

. Yunior 66 (nippon paint) kg 50,000 58,000

. Deculux kg 55,000 58,000

. Siralax ons 10,000 18,000

. Spiritus ltr 11,000 13,500

. Plitur jadi ltr 35,000 42,000

2 TEMBOK

Kalkarium kg 4,200 5,000

Kapur sirih kg 4,250 4,750

Plamur kg 20,000 32,000

Cat Tembok kg 20,000 21,000

Sintex 5 kg 100,000 105,000

Danabride 5 kg 100,000 110,000

Catylac 5 kg 108,000 120,000

Mowilex 5 kg 275,000 300,000

3 BESI

Menie kg 20,000 30,000

Cat mengkilat kg 35,000 58,000

Cat kg 36,000 42,500

Thinner A ltr 15,000 16,000

Minyak cat ltr 13,000 20,000

Thinner Super ltr 12,000 25,000

Residu (teer/aspal) drum 55,000 60,000


HARGA


(Rp) (Rp)

Fibre glass (tanki air)

kapasitas 550 liter. bh 1,025,000 1,250,000

kapasitas 1100 liter. bh 1,650,000 1,700,000

Lem Aica Aibon kg 55,000 60,000

X . B A H A N K A C A

1 POLOS 3 mm m2 60,000 65,000

5 mm m2 70,000 76,000

2 ES KABUR 3 mm m2 70,000 75,000

5 mm m2 80,000 88,000

3 RAY BAND 3 mm m2 70,000 75,000

5 mm m2 80,000 85,000

XI . ALAT PENGIKAT KAYU

1 PAKU - ukuran 1" s/d 4" kg 13,000 15,000

2 PAKU - payung kg 20,000 30,000

3 PAKU - sekrup doos 6,000 8,000

4 PAKU - beton bh 25,000 30,000

5 MUR BAUT (kuda-kuda) kg 13,000 14,000

6 ANGKUR BAUT bh 13,000 13,500

7 LEM KAYU bh 18,000 20,000

8 Tali Ijuk kg 6,500 7,000

XII . POMPA AIR.

1 POMPA AIR TANGAN

Dragon buatan Indonesia bh 275,000 310,000

2 POMPA AIR LISTRIK

Sanyo 100 watt bh 975,000 1,050,000

Fuji 250 watt bh 1,450,000 1,500,000

Shimizu . 100 watt bh 450,000 510,000

. 90 watt bh 350,000 380,000

D a b . 125 watt bh 350,000 400,000

. 175 watt bh 425,000 450,000


HARGA


(Rp) (Rp)

XIII. L A I N - L A I N

1 KREI 25 MM m2 45,000 50,000

2 Sliding Pintu J4 bh 180,000 235,000

3 Naco per Daun bh 12,000 12,500

4 Rolling door Besi m2 300,000 325,000

Rolling door Almunium m2 230,000 275,000

5 Awning Almunium m2 210,000 225,000

6 Kusen Almunium 4" Putih m' 80,000 85,000

7 WIDE FLANGE BEAM

150 X 75 X 5 X 7 X 12 btg 1,050,000 1,100,000

8 ASPAL.

Aspal Ex Pertamina isi Net 160 kg drum 1,650,000 1,700,000

Hotmix Tebal = 4 Cm m2 65,000 70,000

Hotmix Tebal = 5 Cm m2 80,000 85,000

Hotmix Tebal = 6 Cm m2 95,000 100,000

Hotmix Tebal = 7 Cm m2 110,000 120,000

Binder Course ton 1,300,000 1,350,000

Wearing Course ton 1,300,000 1,450,000

Hot Roller Sheet ton 1,150,000 1,300,000

Sand Sheet ton 1,100,000 1,250,000

Sand Sheet Emulsi ton 1,450,000 1,600,000

Cold Mix ton 1,750,000 1,850,000

Prime / Tack Coard RC liter 8,200 8,700

Prime Coat MC liter 8,200 8,700

Prime / Tack Coat Emulsi liter 8,200 8,700

10 K A C A

Cermin 5 mm m2 225,000 275,000

11 PAGAR BRC. Pagar BRC 90 A2 /lb 175,000 200,000

Pagar BRC 120 A2 /lb 225,000 250,000


HARGA


(Rp) (Rp)

12 LAIN-LAIN

Minyak Beton & bekisting ltr 9,000 10,000

Pintu Lipat Besi m2 380,000 425,000

Sunscreen Allumunim m2 310,000 350,000

Allumunium Foil m2 7,500 8,000

Soda api kg 12,000 13,000

Sabun kg 11,000 13,000

Air m3 12,500 15,000

Koas Alang-alang ikat 1,250 2,000

Solar (Industri) ltr 7,000 10,000

Premium (Industri) ltr 7,500 10,000

Pelumas ltr 37,500 45,000

file:///var/www/apps/conversion/tmp/scratch_3/311237226.xls 90/13 hspk

DAFTAR ANALISIS HARGA SATUAN PEKERJAAN

BERDASAR PERMEN NO.11/PRT/M/2013 BIDANG SUMBER DAYA AIRS U M B E R D A T A : P A S A R A N B E B A S

D A E R A H : KOTA SEMARANG & SEKITAREDISI JANUARI 2016

JUMLAH No. SNI KODE SAT. URAIAN PEKERJAAN MINIMUM MAKSIMUM

Rp Rp

I A.1 HARGA SATUAN PEKERJAAN TANAH

A.1.1 PEKERJAAN TANAH SECARA MANUAL

a AHSP PEMBERSIHAN & PENGUPASAN PERMUKAAN TANAH

1 T.01 m2 PEMBERSIHAN DAN STRIPING / KOSREKAN 4,125.00 4,851.00

2 T.02 m2 TEBAS TEBANG BERUPA MEMOTONG & MEMBERSIHAKAN 4,240.50 4,972.00

LOKASI DARI TANAMAN / TUMBUHAN Ø < 15 CM

3 T.03 bh CABUT TUNGGUL POHON TANAMAN KERAS Ø > 15 CM & 7,425.00 8,701.00

MEMBUANG SISA TUNGGUL KAYU & AKAR-AKARNYA

b AHSP UITZET TRASE SALURAN DAN PASANG PROFIL MELINTANG

4 T.04 m' UITZET TRASE SALURAN 2,332.00 2,772.00

5 T.05 m' PASANG PROFIL MELINTANG GALIAN TANAH 24,585.00 27,302.00

c AHSP PEKERJAAN TANAH CARA MANUAL

T.06 GALIAN TANAH BIASA

6 T.06.a m3 GALIAN TANAH BIASA sedalam < 1 m 38,706.25 45,518.55

7 T.06.b m3 GALIAN TANAH BIASA sedalam s/d 2 m 46,406.25 54,573.75

8 T.06.c m3 GALIAN TANAH BIASA sedalam s/d 3 m 52,250.00 61,446.00

9 T.06.d m3 GALIAN TANAH BIASA dg kedalaman > 3 m, 4,812.50 5,659.50

TAMBAHAN KOEFISIEN UNT SETIAP PENAMBAHAN KEDALAMAN 1 m

T.07 GALIAN TANAH BERBATU

10 T.07.a m3 GALIAN TANAH BERBATU sedalam < 1 m 92,881.25 109,228.35

11 T.07.b m3 GALIAN TANAH BERBATU sedalam s/d 2 m 91,987.50 108,652.50

12 T.07.c m3 GALIAN TANAH BERBATU sedalam s/d 3 m 113,437.50 133,402.50

13 T.07.d m3 GALIAN TANAH BERBATU dg kedalaman > 3 m, 11,000.00 12,936.00


T.08 GALIAN BATU

14 T.08.a m3 GALIAN BATU sedalam < 1 m 232,237.50 273,111.30

15 T.08.b m3 GALIAN BATU sedalam s/d 2 m 257,812.50 303,187.50

16 T.08.c m3 GALIAN BATU sedalam s/d 3 m 283,593.75 333,506.25

17 T.08.d m3 GALIAN BATU dg kedalaman > 3 m, 25,781.25 30,318.75


T.09 GALIAN TANAH CADAS ATAU TANAH KERAS

18 T.09.a m3 GALIAN TANAH CADAS ATAU TANAH KERAS sedalam ≤ 1 m 76,656.25 90,543.75

19 T.09.b m3 GALIAN TANAH CADAS ATAU TANAH KERAS sedalam s/d 2 m 95,700.00 112,543.20

20 T.09.c m3 GALIAN TANAH CADAS ATAU TANAH KERAS sedalam s/d 3 m 103,125.00 121,275.00

21 T.09.d m3 GALIAN TANAH CADAS ATAU TANAH KERAS dg kedalaman > 3 m, 6,875.00 8,085.00




Rp Rp

T.10 GALIAN LUMPUR

22 T.10.a m3 GALIAN LUMPUR sedalam ≤ 1 m 57,268.75 67,348.05

23 T.10.b m3 GALIAN LUMPUR sedalam s/d 2 m 83,875.00 98,637.00

24 T.10.c m3 GALIAN LUMPUR sedalam s/d 3 m 106,562.50 125,317.50

25 T.10.d m3 GALIAN LUMPUR dg kedalaman > 3 m, 6,875.00 8,085.00


T.11 GALIAN PASIR UNTUK FONDASI BANGUNAN

26 T.11.a m3 GALIAN PASIR UNT FONDASI BANGUNAN sedalam ≤ 1 m 45,556.50 53,575.50

27 T.11.b m3 GALIAN PASIR UNT FONDASI BANGUNAN sedalam s/d 2 m 54,745.90 64,379.70

28 T.11.c m3 GALIAN PASIR UNT FONDASI BANGUNAN sedalam s/d 3 m 61,875.00 72,765.00

29 T.11.d m3 GALIAN PASIR UNT FONDASI BANGUNAN dg kedalaman > 3 m, 6,875.00 8,085.00


d AHSP PEKERJAAN TANAH menggunakan alat


30 T.07.a m3 GALIAN TANAH BERBATU sedalam < 1 m 97,006.25 109,847.10

31 T.07.b m3 GALIAN TANAH BERBATU sedalam s/d 2 m 96,112.50 113,602.50

32 T.07.c m3 GALIAN TANAH BERBATU sedalam s/d 3 m 117,562.50 138,352.50

33 T.07.d m3 GALIAN TANAH BERBATU dg kedalaman > 3 m, 15,125.00 17,886.00


T.08 GALIAN BATU

34 T.08.a m3 GALIAN BATU sedalam < 1 m 241,312.50 284,001.30

35 T.08.b m3 GALIAN BATU sedalam s/d 2 m 266,887.50 314,077.50

36 T.08.c m3 GALIAN BATU sedalam s/d 3 m 292,668.75 344,396.25

37 T.08.d m3 GALIAN BATU dg kedalaman > 3 m, 34,856.25 41,208.75



38 T.09.a m3 GALIAN TANAH CADAS ATAU TANAH KERAS sedalam ≤ 1 m 80,093.75 94,668.75

39 T.09.b m3 GALIAN TANAH CADAS ATAU TANAH KERAS sedalam s/d 2 m 99,137.50 116,668.20

40 T.09.c m3 GALIAN TANAH CADAS ATAU TANAH KERAS sedalam s/d 3 m 106,562.50 125,400.00

41 T.09.d m3 GALIAN TANAH CADAS ATAU TANAH KERAS dg kedalaman > 3 m, 10,312.50 12,210.00


42 T.12.a m' PERKUATAN DINDING GALIAN UNT 1 m' PALING BAWAH 1,094,249.20 1,201,006.40

contoh MENGGUNAKAN BAJA INP-10 & BALOK KAYU 8/12

43 T.12.b m' PENAMBAHAN TINGGI PERKUATAN DINDING GALIAN 992,161.50 1,092,958.90

contoh MENGGUNAKAN BAJA INP-10 & BALOK KAYU

44 T.12.c m' PERKUATAN DINDING GALIAN DG TURAP PALING BAWAH 370,425.00 408,925.00

contoh MENGGUNAKAN TURAP BAJA INP-8

45 T.12.d m' PERKUATAN DINDING GALIAN DG TURAP UNTUK PENAMBAHAN TINGGI 267,190.00 296,120.00




Rp Rp

T.14 TIMBUNAN DAN PEMADATAN

46 T.14.a m3 TIMBUNAN TANAH ATAU URUGAN TANAH KEMBALI 22,687.50 26,680.50

47 T.14.b m3 PEMADATAN TANAH 36,575.00 43,175.00

48 T.14.c m3 TIMBUNAN PASIR SEBAGAI BAHAN PENGISI 436,700.00 494,340.00

49 T.14.d m3 PEMADATAN PASIR SEBAGAI BAHAN PENGISI 11,275.00 13,585.00

T.15 ANGKUTAN MATERIAL DAN ATAU GALIAN

T.15.a. SECARA MANUAL

50 T.15.a.1 m3 MENGANGKUT HASIL GALIAN DG JARAK ANGKUT > 3m S/D < 5 m 16,027.00 18,891.40

51 T.15.a.2 m3 MENGANGKUT HASIL GALIAN DG JARAK ANGKUT 5 m 17,319.50 20,414.90









60 T.15.a.11 m3 MENGANGKUT HASIL GALIAN DG 22,748.00 26,813.60

JARAK ANGKUT > 500 m SETIAP PENAMBAHAN 100 m

A.2 PEKERJAAN PASANGAN

P.01 PASANGAN BATU DENGAN MORTAR JENIS PC - PP

61 P.01.a m3 MORTAR TIPE M 1,052,370.00 1,157,337.50

(Mutu PP tertentu setara dg campuran 1PP : 2PP)

62 P.01.b m3 MORTAR TIPE S 998,965.00 1,101,100.00


63 P.01.c m3 MORTAR TIPE N 957,275.00 1,057,196.25


64 P.01.d m3 MORTAR TIPE O 930,369.00 1,029,091.25


65 P.01.e m3 BONGKAR PASANGAN BATU & PEMBERSIHAN BATU (MANUAL) 139,260.00 163,548.00

66 P.01.f m3 BONGKAR PASANGAN BATU (MANUAL) 125,070.00 146,916.00

67 P.01.g m3 BONGKAR PASANGAN BATU dengan JACK HAMMER 52,525.00 61,380.00

68 P.01.h m3 PEMBERSIHAN BONGKARAN PASANGAN BATU 15,070.00 17,556.00

A.2 PEKERJAAN PASANGAN 33,400.00 37,575.00

P.02 PASANGAN BATA MERAH

69 P.02.a m3 MORTAR TIPE S 869,110.00 948,475.00


70 P.02.b m3 MORTAR TIPE N 835,752.50 912,883.13


71 P.02.c m3 MORTAR TIPE O 823,625.00 900,611.25




Rp Rp

72 P.02.d m3 MORTAR campuran 1PP : 6PP 831,655.00 910,813.75

73 P.02.e m3 BONGKAR PASANGAN BATA MERAH (MANUAL) 41,690.00 48,972.00

74 P.02.f m3 BONGKAR PASANGAN BATA MERAH dengan JACK HAMMER 124,300.00 146,190.00

P.03 PEKERJAAN SIARAN DG MORTAR JENIS PC-PP

75 P.03.a m2 SIARAN DG MORTAR JENIS PC-PP TYPE M 47,212.00 53,795.23

(campuran 1PC : 2PP)

76 P.03.b m2 SIARAN DG MORTAR JENIS PC-PP TYPE S 47,195.50 53,898.35


P.04 PEKERJAAN PLESTERAN DG MORTAR JENIS PC-PP

77 P.04.a m2 TRASRAAM TEBAL 1 cm, 49,131.50 55,889.35

DG MORTAR JENIS PC-PP TYPE M (campuran 1PC : 2PP)

78 P.04.b m2 PLESTERAN TEBAL 1 cm, 47,888.50 54,599.60

DG MORTAR JENIS PC-PP TYPE S (campuran 1PC : 3PP)

79 P.04.c m2 PLESTERAN TEBAL 1 cm, 46,659.25 53,324.56

DG MORTAR JENIS PC-PP TYPE N (campuran 1PC : 4PP)

80 P.04.d m2 TRASRAAM TEBAL 1,5 cm, 64,861.50 73,688.56


81 P.04.e m2 PLESTERAN TEBAL 1,5 cm, 64,905.50 73,936.94


82 P.04.f m2 PLESTERAN TEBAL 1,5 cm, 60,802.50 69,425.95


83 P.05 m3 PASANGAN BATU KOSONG 515,515.00 566,225.00

P.06 PASANGAN BATU BRONJONG KAWAT (SNI 03-0009-1999)

P.06.a PASANGAN BATU BRONJONG KAWAT BENTUK I

P.06.a.1

84 a) 2 m3 Bentuk I, tipe A Bronjong kawat 1,409,171.50 1,563,369.50

Uk.L=2.0mxB=1.0mxT=1.0m berisi Batu (buat sendiri)

Kawat Bronjong galvanis dg kawat anyaman tiga lilitan

85 b) 2 m3 Kawat Bronjong galvanis dg kawat anyaman tiga 1,426,117.00 1,582,223.50

lilitan Uk.3,0 mm, kwat sisi 4,0 mm dan kawat

pengikat 2,0mm, ukuran lobang heksagonal 100 x 120 mm

86 c) 2 m3 Kawat Bronjong wire mesh 5 mm ulir dan kawat 1,650,825.00 1,844,040.00


P.06.a.2 Bentuk I, tipe B Bronjong kawat

Uk.L=3.0m x B=1.0m x T=1.0m berisi Batu (buat sendiri)

87 a) 3 m3 Kawat Bronjong galvanis dg kawat anyaman tiga lilitan 2,076,813.20 2,303,851.00

Uk.2,70 mm, kwat sisi 3,40 mm dan kawat pengikat

2,0mm, ukuran lobang heksagonal 80 x 100 mm

88 b) 3 m3 Kawat Bronjong galvanis dg kawat anyaman tiga lilitan 2,102,808.40 2,332,770.00





Rp Rp

89 c) 3 m3 Kawat Bronjong wire mesh 5 mm ulir & kawat pengikat 2,780,277.50 3,088,772.50


P.06.a.3 Bentuk I, tipe C Bronjong kawat


90 a) 4 m3 Kawat Bronjong galvanis dg kawat anyaman tiga 2,743,294.40 3,042,924.50

lilitan Uk.2,70 mm, kwat sisi 3,40 mm & kawat pengikat





92 c) 4 m3 Kawat Bronjong wire mesh 5 mm ulir & kawat 3,666,740.00 4,073,410.00

pengikat 2,0mm uk. lobang heksagonal 100x100 mm

P.06.a.4 Bentuk I, tipe D Bronjong kawat


93 a) 1 m3 Kawat Bronjong galvanis dg kawat anyaman tiga 831,215.00 923,043.00


2,0mm uk. lobang heksagonal 80 x 100 mm

94 b) 1 m3 Kawat Bronjong galvanis dg kawat anyaman tiga lilitan 843,935.40 937,205.50

Uk.3,0 mm, kwat sisi 4,0 mm & kawat pengikat




P.06.a.5 Bentuk I, tipe E Bronjong kawat


96 a) 1.5 m3 Kawat Bronjong galvanis dg kawat anyaman tiga lilitan 1,227,949.80 1,363,543.50



97 b) 1.5 m3 Kawat Bronjong galvanis dg kawat anyaman tiga lilitan 1,243,512.60 1,380,731.00



98 c) 1.5 m3 Kawat Bronjong wire mesh 5 mm ulir & kawat pengikat 1,671,978.00 1,856,360.00


P.06.a.6 Bentuk I, tipe F Bronjong kawat








101 c) 2 m3 Kawat Bronjong wire mesh 5 mm ulir&kawat pengikat 2,194,918.00 2,436,610.00




Rp Rp

102 d) 1 m3 Pasang Bronjong pabrikasi 479,875.00 544,225.00



Rp Rp


P.06.b PASANGAN BATU BRONJONG KAWAT BENTUK II

P.06.b.1 Bentuk II, tipe G Bronjong kawat



Uk.2,00 mm, kwat sisi 3,40 mm & Kawat pengikat





P.06.b.2 Bentuk II, tipe H Bronjong kawat







P.06.b.3 Bentuk II, tipe I Bronjong kawat

Uk.L=6.0m x B=2.0m x T=0,30m berisi Batu (buat sendiri)







109 c) 1 m3 Pasangan bronjong pabrikasi 364,650.00 403,810.00

(tenaga kerja untuk 1m3 batu bronjong)

P.07. Cerucuk dan Pemasangan Modul Bronjong

110 a) 1 m3 Panjang Cerucuk Kayu / Dolken Ø 8 - 10 cm 24,200.00 29,004.25

111 b) 1 m' Panjang Cerucuk Bambu Ø 8 - 10 cm 24,640.00 28,718.25

112 c) 1 m' Panjang Cerucuk Tiang Beton Ø 10 - 12 cm 47,772.67 54,810.60

113 d) 1 m3 Pemasangan Modul Bronjong Kawat menjadi 232,787.50 253,297.00

Struktur Krib Sungai

P.08 PASANGAN BATU MUKA DAN BATU CANDI

114 a) 1 m2 Pasangan Batu Muka 173,547.00 179,484.25

115 b) 1 m2 Pasangan Batu Candi 86,922.00 103,859.25

P.09 PASANGAN GEOTEKSTIL

116 a) 1 m2 Pemasangan Geotekstil Tipe A 15,125.00 17,754.00

117 b) 1 m2 Pemasangan Geotekstil Tipe B 19,052.00 22,352.00

118 c) 1 m2 Pemasangan Geotekstil Tipe C 25,718.00 30,096.00

119 P.10 1 bh PASANGAN BAR SCREEN / SARINGAN KASAR 446,600.00 484,143.00



Rp Rp



Rp Rp

BANGUNAN PENGUKUR DAPAT TERBUAT DARI BETON

ATAU PASANGAN BATU KALI DIPLESTER / BATU MUKA

YANG DILENGKAPI ALAT AMBANG UKUR, AMBANG UKUR

DARI BAJA PROFIL L.40.40.4&PEMASANGAN PAKAI RAAM SET

PASANGAN AMBANG UKUR PADA BANGUNAN

120 P.11 1 bh PASANGAN AMBANG UKUR PADA BANGUNAN 11,687,230.50 12,275,004.50

P.12 PASANGAN LEMPENG RUMPUT

121 a) 1 m2 Penanaman Rumput Lempengan 21,395.00 23,210.00

122 b) 1 m2 Pembabadan Rumput 539.00 627.55

P.13 PEKERJAAN PANTAI

123 a) 1 ph Penanaman Pohon bakau 2,348.50 2,683.18

124 b) 1 m2 Matras Bambu 89,375.00 101,750.00






129 P.11 1 bh PASANGAN AMBANG UKUR PADA 11,687,230.50 12,275,004.50

BANGUNAN PENGUKUR DAN/ATAU PENGATUR




PEKERJAAN BETON

1 B.01 1 m3 Beton Untuk Lantai Kerja 954,698.25 1,051,404.75

B.02 1 m3 Beton Mutu f'c=7,4 Mpa (K100), slump (12±2) cm, w/c =0,87

2 a) Manual 982,484.25 1,083,854.75

3 b) Menggunakan Molen 1,020,791.75 1,124,032.25


4 a) Manual 1,012,313.75 1,116,138.95



6 Manual 1,035,965.20 1,141,617.85

7 Menggunakan Molen 1,074,272.70 1,181,795.35


8 Manual 1,063,570.84 1,171,496.16

9 Menggunakan Molen 1,101,878.34 1,211,673.66


10 a) Manual 1,090,662.85 1,200,594.36



12 a) Manual 1,110,066.79 1,221,765.50



Rp Rp




Rp Rp


14 a) Manual 1,110,066.79 1,221,765.50


B.09 1 m3 Beton Mutu f'c=24,0 Mpa (K275) kedap air

slump (12±2) cm, w/c =0,53

16 a) Manual 1,149,000.68 1,263,023.14


B.10 1 m3 Beton Mutu f'c=26,4 Mpa (K300) kedap air,

slump (12±2) cm, w/c =0,52

18 a) Manual 1,156,542.08 1,270,996.03



slump (12±2) cm, w/c =0,49

20 a) Manual 1,185,412.72 1,301,603.10



slump (12±2) cm, w/c =0,48

22 a) Manual 1,195,475.97 1,312,253.67


PEKERJAAN BETON

MENGGUNAKAN READY MIXED & BAHAN ADIKTIF

1 B.13 1 m3 Beton Menggunakan Ready Mixed dan Pompa Beton 1,386,962.50 1,443,337.50

PENAMBAHAN KOEFISIEN TENAGA KERJA &

PERALATAN UNTUK MENGANGKUT

/MENAIKKAN CAMPURAN BETON DENGAN JARAK > 5 M

2 B.14 1 m3 Beton Dicorkan pada tapak berjarak <25 m

a) dg Ketinggian/kedalaman < 1m

Manual 28,187.50 33,148.50

3 b) Beton Dicorkan pada tapak berjarak

setiap tambahan jarak 25 m (horizontal)

Manual 34,375.00 40,425.00

4 c) Beton Dicorkan pada tapak berjarak

Menggunakan Peralatan Pompa Beton 73,150.00 82,170.00

5 B.15 1 m3 Beton Dicorkan Menggunakan Vibrator

a) Vibrator 33,687.50 37,812.50

6 b) Tenaga Kerja Manual dan Vibrator 50,875.00 58,025.00

7 B.16 1 m3 Beton Dicorkan pada tapak Tiap Kenaikan 4 m (vertikal)

a) Manual 17,187.50 20,212.50

8 b) Menggunakan peralatan pompa beton 73,150.00 82,170.00



Rp Rp

PEKERJAAN PEMBESIAN BETON

9 B.17 100 kg Pembesian dengan Besi Polos atau Ulir 1,112,320.00 1,251,360.00

10 B.18 100 kg Pembesian dengan Jaring Kawat (wire mesh) 1,635,095.00 1,736,460.00

11 B.19 100 kg Pembesian Kabel presstreed polos 2,902,212.50 3,234,275.00

PENAMBAHAN KOEFISIEN TENAGA KERJA & PERALATAN

UNTUK MENGANGKUT / MENAIKAN 100 KG

TULANGAN SETIAP KENAIKAN VERTIKAL 4 M' ATAU

JARAK HORIZONTAL 25 M' KE TAPAK PEMASANGAN

12 B.20

a) 4 m' Manual 28,875.00 33,605.00

b) 10 s/d 25 m' Mekanis (penambahan jarak horizontal) 68,612.50 72,160.00

c) 25 m' Mekanis (penambahan jarak horizontal) 80,437.50 85,855.00

d) 4 m' Mekanis (penambahan tiap 4 m' jarak vertikal) 80,437.50 85,855.00

PEKERJAAN BEKISTING

1 B.21 1 m2 Bekisting untuk permukaan beton biasa 107,195.00 116,215.00

dg multipleks 12 mm atau 18 mm (tanpa perancah)


dengan papan ukuran 3/20 (tanpa perancah)

3 B.23 1 m2 Bekisting untuk permukaan beton expose 272,063.00 293,216.00

dg multipleks 12 / 18 mm & kaso 5/7 (tanpa perancah)

4 B.24 1 m2 Perancah Beksiting kaso 5/7 tinggi 4m' 452,155.00 475,310.00

5 B.25 1 m2 Perancah Beksiting kayu dolken Ø 8 - 10 cm tinggi 4m' 229,790.00 255,860.00

6 B.26 1 m2 Bekisting balok beton biasa dg multipleks 12/18 mm 592,460.00 614,130.00

Tanpa perancah

7 B.27 1 m2 Beksiting balok dengan kaso 5/7 tinggi 4m' 557,645.00 580,030.00

8 B.28 1 m2 Perancah Beksiting kayu dolken Ø 8 - 10 cm tinggi 4m' 183,238.00 203,170.00

9 B.29 1 m2 Bekisting Kolom beton biasa dg multipleks 12/18 mm 592,460.00 614,130.00

10 B.30 1 m2 Bekisting Kolom beton biasa dg papan uk.3/20 cm 671,297.00 699,116.00

11 B.31 1 m2 Bekisting Dinding beton biasa dengan 608,322.00 632,566.00

Multipleks 12 cm / 18 cm


Papan 3/20 cm

13 B.33 1 m2 Bekisting Pondasi dan sloof beton biasa dengan 608,322.00 632,566.00



Papan 3/20 cm



Rp Rp

BONGKAR BEKISTING

Bongkar Beksiting tiap m2 diambil untuk kondisi biasa 10% - 15% dari Upah Kerja Pemasangan

untuk pembongkaran material pakai ulang maka biaya bongkar 20% - 25% dari Upah Pemasangan

Jika tidak ditentukan lain dapat menggunakan acuan sebagai berikut :

15 B.35 1 m2 Bongkar Bekisting secara Biasa, 2,464.00 2,728.00


dengan hati-hati

KOEFISIEN UNT ANALISIS HARGA SATUAN PEKERJAAN PELAKSANAAN CURING

ada berbagai cara pelaksanaan curing beton diantaranya :

menggenangi atau menyiram permukaan beton, dan dengan uap (steam).

Jika tidak ditentukan dapat menggunakan acuan sebagai berikut

17 B.37 100 m2 Menggenangi air permukaan beton 129,140.00 144,980.00

18 B.38 100 m2 Menyirami air permukaan beton 105,380.00 116,270.00

a) Memasang terpal / karung goni basah


b) dengan air selama 4 hari

AHSP (ANALISA HARGA SATUAN PEKERJAAN)

PEMANCANGAN SECARA MANUAL / TANPA MESIN MENGGUNAKAN TRIPOD DAN HAMMER

1 F.01 1 m' Tiang pancang kayu gelondong 66,847.00 79,415.60

2 F.02 1 m' Tiang pancang baja pipa atau kotak Ø 30cm 112,794.00 131,752.50

3 F.03 1 m' Tiang pancang beton bertulang 30 x 30 cm 282,278.00 313,826.91


5 F.05 1 m' Turap Kayu Dolken Ø 8 - 10 cm 292,875.00 359,865.00

6 F.06 1 m' Turap Baja Profil Larsen 87,545.70 96,477.70

7 F.07 1 m' Turap Beton Bertulang Precast (12 x 30 cm) 120,467.05 131,050.15



AHSP Pemancangan Secara Mekanis


11 F.11 1 m' Tiang pancang baja pipa atau kotak Ø 30cm 106,880.95 124,690.87



14 F.14 1 m' Turap Kayu Dolken Ø 10 - 12 cm 70,067.25 77,804.10

15 F.15 1 m' Turap Baja Profil Larsen lebar 350 mm 75,792.75 82,974.10






Rp Rp

[Path]

file:///var/www/apps/conversion/tmp/scratch_3/311237226.xls 90/27

DAFTAR ANALISIS HARGA SATUAN PEKERJAAN

BERDASAR PERMEN NO.11/PRT/M/2013 BIDANG SUMBER DAYA AIR

S U M B E R D A T A : P A S A R A N B E B A S

D A E R A H : KOTA SEMARANG & SEKITAR

EDISI JANUARI 2016

HARGA BAHAN/UPAH JUMLAH

No. SNI KODE KOEF SAT. URAIAN PEKERJAAN MINIMUM MAKSIMUM MINIMUM MAKSIMUM

Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

I A.1 HARGA SATUAN PEKERJAAN TANAH

A.1.1 PEKERJAAN TANAH SECARA MANUAL

a AHSP PEMBERSIHAN & PENGUPASAN PERMUKAAN TANAH

1 T.01 1 m2 PEMBERSIHAN DAN STRIPING / KOSREKAN 4,125.00 4,851.00

A TENAGA 3,750.00 4,410.00

L.01 0.060 OH Pekerja 55,000.00 65,000.00 3,300.00 3,900.00

L.04 0.006 OH Mandor 75,000.00 85,000.00 450.00 510.00

B BAHAN - -

C PERALATAN

D Jumlah A + B + C 3,750.00 4,410.00

E OVERHEAD & PROFIT (CONTOH) 10% 375.00 441.00

F Harga Satuan Pekerjaan (D+E) 4,125.00 4,851.00

2 T.02 1 m2 TEBAS TEBANG BERUPA MEMOTONG & MEMBERSIHAKAN 4,240.50 4,972.00

A TENAGA 3,750.00 4,410.00

L.01 0.060 OH Pekerja 55,000.00 65,000.00 3,300.00 3,900.00

L.04 0.006 OH Mandor 75,000.00 85,000.00 450.00 510.00

B BAHAN 105.00 110.00

0.010 ltr Minyak Tanah 10,500.00 11,000.00 105.00 110.00

C PERALATAN

D Jumlah A + B + C 3,855.00 4,520.00



3 T.03 1 bh 7,425.00 8,701.00

MEMBUANG SISA TUNGGUL KAYU & AKAR-AKARNYA

A TENAGA 3,750.00 4,410.00

L.01 0.060 OH Pekerja 55,000.00 65,000.00 3,300.00 3,900.00

L.04 0.006 OH Mandor 75,000.00 85,000.00 450.00 510.00

B BAHAN - -

- -

C PERALATAN 3,000 3,500

0.100 hari Chainswaw 30,000 35,000 3,000 3,500

D Jumlah A + B + C 6,750.00 7,910.00



b AHSP UITZET TRASE SALURAN DAN PASANG PROFIL MELINTANG

4 T.04 1 m' UITZET TRASE SALURAN 2,332.00 2,772.00

A TENAGA 1,560.00 1,880.00

L.01 0.012 OH Pekerja 55,000 65,000 660.00 780.00

L.05 0.004 OH Juru Ukur 125,000 150,000 500.00 600.00

L.06 0.004 OH Pembantu Juru Ukur 100,000 125,000 400.00 500.00

B BAHAN - -

C PERALATAN 560.00 640.00

0.004 hr water pass 50,000 60,000 200.00 240.00

0.004 hr Theodalith 90,000 100,000 360.00 400.00

D Jumlah A + B + C 2,120.00 2,520.00



5 T.05 1 m' PASANG PROFIL MELINTANG GALIAN TANAH 24,585.00 27,302.00

A TENAGA 10,900.00 13,080.00

L.01 0.0600 OH Pekerja 55,000 65,000 3,300.00 3,900.00

L.02 0.0200 OH Tukang Kayu 125,000 150,000 2,500.00 3,000.00

L.04 0.0080 OH Mandor 75,000 85,000 600.00 680.00

L.05 0.0200 OH Juru Ukur 125,000 150,000 2,500.00 3,000.00

L.06 0.0200 OH Pembantu Juru Ukur 100,000 125,000 2,000.00 2,500.00

LOKASI DARI TANAMAN / TUMBUHAN Ø < 15 CM

CABUT TUNGGUL POHON TANAMAN KERAS Ø > 15 CM &

[Path]




Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

B BAHAN 11,250.00 11,500.00

0.0025 m3 Kaso 4x6x4.00 cm 4,500,000 4,600,000 11,250.00 11,500.00

0.0042 m3 Papan 2x20x4.00 cm 4,800,000 5,100,000 20,160.00 21,420.00

0.2000 kg Paku 13,000 15,000 2,600.00 3,000.00


0.0040 hr water pass 50,000 60,000 200.00 240.00

D Jumlah A + B + C 22,350.00 24,820.00

E OVERHEAD & PROFIT (CONTOH) 10% 2,235.00 2,482.00


c AHSP PEKERJAAN TANAH CARA MANUAL

T.06 GALIAN TANAH BIASA

6 T.06.a 1 m3 GALIAN TANAH BIASA sedalam < 1 m 38,706.25 45,518.55

A TENAGA 35,187.50 41,380.50

L.01 0.5630 OH Pekerja 55,000 65,000 30,965.00 36,595.00

L.04 0.0563 OH Mandor 75,000 85,000 4,222.50 4,785.50

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 35,187.50 41,380.50



7 T.06.b 1 m3 GALIAN TANAH BIASA sedalam s/d 2 m 46,406.25 54,573.75

A TENAGA 42,187.50 49,612.50

L.01 0.6750 OH Pekerja 55,000 65,000 37,125.00 43,875.00

L.04 0.0675 OH Mandor 75,000 85,000 5,062.50 5,737.50

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 42,187.50 49,612.50



8 T.06.c 1 m3 GALIAN TANAH BIASA sedalam s/d 3 m 52,250.00 61,446.00

A TENAGA 47,500.00 55,860.00

L.01 0.7600 OH Pekerja 55,000 65,000 41,800.00 49,400.00

L.04 0.0760 OH Mandor 75,000 85,000 5,700.00 6,460.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 47,500.00 55,860.00



9 T.06.d 1 m3 GALIAN TANAH BIASA dg kedalaman > 3 m, 4,812.50 5,659.50


A TENAGA 4,375.00 5,145.00

L.01 0.0700 OH Pekerja 55,000 65,000 3,850.00 4,550.00

L.04 0.0070 OH Mandor 75,000 85,000 525.00 595.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 4,375.00 5,145.00




10 T.07.a 1 m3 GALIAN TANAH BERBATU sedalam < 1 m 92,881.25 109,228.35

A TENAGA 84,437.50 99,298.50

L.01 1.3510 OH Pekerja 55,000 65,000 74,305.00 87,815.00

L.04 0.1351 OH Mandor 75,000 85,000 10,132.50 11,483.50

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 84,437.50 99,298.50



[Path]




Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

11 T.07.b 1 m3 GALIAN TANAH BERBATU sedalam s/d 2 m 91,987.50 108,652.50

A TENAGA 83,625.00 98,775.00

L.01 1.5000 OH Pekerja 55,000 65,000 82,500.00 97,500.00

L.04 0.0150 OH Mandor 75,000 85,000 1,125.00 1,275.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 83,625.00 98,775.00



12 T.07.c 1 m3 GALIAN TANAH BERBATU sedalam s/d 3 m 113,437.50 133,402.50

A TENAGA 103,125.00 121,275.00

L.01 1.6500 OH Pekerja 55,000 65,000 90,750.00 107,250.00

L.04 0.1650 OH Mandor 75,000 85,000 12,375.00 14,025.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 103,125.00 121,275.00



13 T.07.d 1 m3 GALIAN TANAH BERBATU dg kedalaman > 3 m, 11,000.00 12,936.00


A TENAGA 10,000.00 11,760.00

L.01 0.1600 OH Pekerja 55,000 65,000 8,800.00 10,400.00

L.04 0.0160 OH Mandor 75,000 85,000 1,200.00 1,360.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 10,000.00 11,760.00



T.08 GALIAN BATU

14 T.08.a 1 m3 GALIAN BATU sedalam < 1 m 232,237.50 273,111.30

A TENAGA 211,125.00 248,283.00

L.01 3.3780 OH Pekerja 55,000 65,000 185,790.00 219,570.00

L.04 0.3378 OH Mandor 75,000 85,000 25,335.00 28,713.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 211,125.00 248,283.00



15 T.08.b 1 m3 GALIAN BATU sedalam s/d 2 m 257,812.50 303,187.50

A TENAGA 234,375.00 275,625.00

L.01 3.7500 OH Pekerja 55,000 65,000 206,250.00 243,750.00

L.04 0.3750 OH Mandor 75,000 85,000 28,125.00 31,875.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 234,375.00 275,625.00



16 T.08.c 1 m3 GALIAN BATU sedalam s/d 3 m 283,593.75 333,506.25

A TENAGA 257,812.50 303,187.50

L.01 4.1250 OH Pekerja 55,000 65,000 226,875.00 268,125.00

L.04 0.4125 OH Mandor 75,000 85,000 30,937.50 35,062.50

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 257,812.50 303,187.50



[Path]




Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

17 T.08.d 1 m3 GALIAN BATU dg kedalaman > 3 m, 25,781.25 30,318.75


A TENAGA 23,437.50 27,562.50

L.01 0.3750 OH Pekerja 55,000 65,000 20,625.00 24,375.00

L.04 0.0375 OH Mandor 75,000 85,000 2,812.50 3,187.50

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 23,437.50 27,562.50




18 T.09.a 1 m3 76,656.25 90,543.75

A TENAGA 69,687.50 82,312.50

L.01 1.2500 OH Pekerja 55,000 65,000 68,750.00 81,250.00

L.04 0.0125 OH Mandor 75,000 85,000 937.50 1,062.50

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 69,687.50 82,312.50



19 T.09.b 1 m3 GALIAN TANAH CADAS ATAU TANAH KERAS sedalam s/d 2 m 95,700.00 112,543.20

A TENAGA 87,000.00 102,312.00

L.01 1.3920 OH Pekerja 55,000 65,000 76,560.00 90,480.00

L.04 0.1392 OH Mandor 75,000 85,000 10,440.00 11,832.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 87,000.00 102,312.00



20 T.09.c 1 m3 GALIAN TANAH CADAS ATAU TANAH KERAS sedalam s/d 3 m 103,125.00 121,275.00

A TENAGA 93,750.00 110,250.00

L.01 1.5000 OH Pekerja 55,000 65,000 82,500.00 97,500.00

L.04 0.1500 OH Mandor 75,000 85,000 11,250.00 12,750.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 93,750.00 110,250.00



21 T.09.d 1 m3 GALIAN TANAH CADAS ATAU TANAH KERAS dg kedalaman > 3 m, 6,875.00 8,085.00


A TENAGA 6,250.00 7,350.00

L.01 0.1000 OH Pekerja 55,000 65,000 5,500.00 6,500.00

L.04 0.0100 OH Mandor 75,000 85,000 750.00 850.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 6,250.00 7,350.00



T.10 GALIAN LUMPUR

22 T.10.a 1 m3 57,268.75 67,348.05

A TENAGA 52,062.50 61,225.50

L.01 0.8330 OH Pekerja 55,000 65,000 45,815.00 54,145.00

L.04 0.0833 OH Mandor 75,000 85,000 6,247.50 7,080.50

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 52,062.50 61,225.50



GALIAN TANAH CADAS ATAU TANAH KERAS sedalam ≤ 1 m

GALIAN LUMPUR sedalam ≤ 1 m

[Path]




Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

[Path]




Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

23 T.10.b 1 m3 GALIAN LUMPUR sedalam s/d 2 m 83,875.00 98,637.00

A TENAGA 76,250.00 89,670.00

L.01 1.2200 OH Pekerja 55,000 65,000 67,100.00 79,300.00

L.04 0.1220 OH Mandor 75,000 85,000 9,150.00 10,370.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 76,250.00 89,670.00



24 T.10.c 1 m3 GALIAN LUMPUR sedalam s/d 3 m 106,562.50 125,317.50

A TENAGA 96,875.00 113,925.00

L.01 1.5500 OH Pekerja 55,000 65,000 85,250.00 100,750.00

L.04 0.1550 OH Mandor 75,000 85,000 11,625.00 13,175.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 96,875.00 113,925.00



25 T.10.d 1 m3 GALIAN LUMPUR dg kedalaman > 3 m, 6,875.00 8,085.00


A TENAGA 6,250.00 7,350.00

L.01 0.1000 OH Pekerja 55,000 65,000 5,500.00 6,500.00

L.04 0.0100 OH Mandor 75,000 85,000 750.00 850.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 6,250.00 7,350.00



T.11 GALIAN PASIR UNTUK FONDASI BANGUNAN

26 T.11.a 1 m3 45,556.50 53,575.50

A TENAGA 41,415.00 48,705.00

L.01 0.6630 OH Pekerja 55,000 65,000 36,465.00 43,095.00

L.04 0.0660 OH Mandor 75,000 85,000 4,950.00 5,610.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 41,415.00 48,705.00



27 T.11.b 1 m3 GALIAN PASIR UNT FONDASI BANGUNAN sedalam s/d 2 m 54,745.90 64,379.70

A TENAGA 49,769.00 58,527.00

L.01 0.7958 OH Pekerja 55,000 65,000 43,769.00 51,727.00

L.04 0.0800 OH Mandor 75,000 85,000 6,000.00 6,800.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 49,769.00 58,527.00



28 T.11.c 1 m3 GALIAN PASIR UNT FONDASI BANGUNAN sedalam s/d 3 m 61,875.00 72,765.00

A TENAGA 56,250.00 66,150.00

L.01 0.9000 OH Pekerja 55,000 65,000 49,500.00 58,500.00

L.04 0.0900 OH Mandor 75,000 85,000 6,750.00 7,650.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 56,250.00 66,150.00



GALIAN PASIR UNT FONDASI BANGUNAN sedalam ≤ 1 m

[Path]




Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

29 T.11.d 1 m3 GALIAN PASIR UNT FONDASI BANGUNAN dg kedalaman > 3 m, 6,875.00 8,085.00


A TENAGA 6,250.00 7,350.00

L.01 0.1000 OH Pekerja 55,000 65,000 5,500.00 6,500.00

L.04 0.0100 OH Mandor 75,000 85,000 750.00 850.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 6,250.00 7,350.00



d AHSP PEKERJAAN TANAH menggunakan alat


30 T.07.a 1 m3 GALIAN TANAH BERBATU sedalam < 1 m 97,006.25 109,847.10

A TENAGA 84,437.50 99,298.50

L.01 1.3510 OH Pekerja 55,000 65,000 74,305.00 87,815.00

L.04 0.1351 OH Mandor 75,000 85,000 10,132.50 11,483.50

B BAHAN - -

C PERALATAN 3,750.00 562.50

0.1500 hr Jack hammer 25,000 30,000 3,750.00 562.50

D Jumlah A + B + C 88,187.50 99,861.00



31 T.07.b 1 m3 GALIAN TANAH BERBATU sedalam s/d 2 m 96,112.50 113,602.50

A TENAGA 83,625.00 98,775.00

L.01 1.5000 OH Pekerja 55,000 65,000 82,500.00 97,500.00

L.04 0.0150 OH Mandor 75,000 85,000 1,125.00 1,275.00

B BAHAN - -

C PERALATAN 3,750.00 4,500.00

0.1500 hr Jack hammer 25,000 30,000 3,750.00 4,500.00

D Jumlah A + B + C 87,375.00 103,275.00



32 T.07.c 1 m3 GALIAN TANAH BERBATU sedalam s/d 3 m 117,562.50 138,352.50

A TENAGA 103,125.00 121,275.00

L.01 1.6500 OH Pekerja 55,000 65,000 90,750.00 107,250.00

L.04 0.1650 OH Mandor 75,000 85,000 12,375.00 14,025.00

B BAHAN - -

C PERALATAN 3,750.00 4,500.00

0.1500 hr Jack hammer 25,000 30,000 3,750.00 4,500.00

D Jumlah A + B + C 106,875.00 125,775.00



33 T.07.d 1 m3 GALIAN TANAH BERBATU dg kedalaman > 3 m, 15,125.00 17,886.00


A TENAGA 10,000.00 11,760.00

L.01 0.1600 OH Pekerja 55,000 65,000 8,800.00 10,400.00

L.04 0.0160 OH Mandor 75,000 85,000 1,200.00 1,360.00

B BAHAN - -

C PERALATAN 3,750.00 4,500.00

0.1500 hr Jack hammer 25,000 30,000 3,750.00 4,500.00

D Jumlah A + B + C 13,750.00 16,260.00



[Path]




Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

T.08 GALIAN BATU

34 T.08.a 1 m3 GALIAN BATU sedalam < 1 m 241,312.50 284,001.30

A TENAGA 211,125.00 248,283.00

L.01 3.3780 OH Pekerja 55,000 65,000 185,790.00 219,570.00

L.04 0.3378 OH Mandor 75,000 85,000 25,335.00 28,713.00

B BAHAN - -

C PERALATAN 8,250.00 9,900.00

0.3300 hr Jack hammer 25,000 30,000 8,250.00 9,900.00

D Jumlah A + B + C 219,375.00 258,183.00



35 T.08.b 1 m3 GALIAN BATU sedalam s/d 2 m 266,887.50 314,077.50

A TENAGA 234,375.00 275,625.00

L.01 3.7500 OH Pekerja 55,000 65,000 206,250.00 243,750.00

L.04 0.3750 OH Mandor 75,000 85,000 28,125.00 31,875.00

B BAHAN - -

C PERALATAN 8,250.00 9,900.00

0.3300 hr Jack hammer 25,000 30,000 8,250.00 9,900.00

D Jumlah A + B + C 242,625.00 285,525.00



36 T.08.c 1 m3 GALIAN BATU sedalam s/d 3 m 292,668.75 344,396.25

A TENAGA 257,812.50 303,187.50

L.01 4.1250 OH Pekerja 55,000 65,000 226,875.00 268,125.00

L.04 0.4125 OH Mandor 75,000 85,000 30,937.50 35,062.50

B BAHAN - -

C PERALATAN 8,250.00 9,900.00

0.3300 hr Jack hammer 25,000 30,000 8,250.00 9,900.00

D Jumlah A + B + C 266,062.50 313,087.50



37 T.08.d 1 m3 GALIAN BATU dg kedalaman > 3 m, 34,856.25 41,208.75


A TENAGA 23,437.50 27,562.50

L.01 0.3750 OH Pekerja 55,000 65,000 20,625.00 24,375.00

L.04 0.0375 OH Mandor 75,000 85,000 2,812.50 3,187.50

B BAHAN - -

C PERALATAN 8,250.00 9,900.00

0.3300 hr Jack hammer 25,000 30,000 8,250.00 9,900.00

D Jumlah A + B + C 31,687.50 37,462.50




38 T.09.a 1 m3 80,093.75 94,668.75

A TENAGA 69,687.50 82,312.50

L.01 1.2500 OH Pekerja 55,000 65,000 68,750.00 81,250.00

L.04 0.0125 OH Mandor 75,000 85,000 937.50 1,062.50

B BAHAN - -

C PERALATAN 3,125.00 3,750.00

0.1250 hr Jack hammer 25,000 30,000 3,125.00 3,750.00

D Jumlah A + B + C 72,812.50 86,062.50



GALIAN TANAH CADAS ATAU TANAH KERAS sedalam ≤ 1 m

[Path]




Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

39 T.09.b 1 m3 GALIAN TANAH CADAS ATAU TANAH KERAS sedalam s/d 2 m 99,137.50 116,668.20

A TENAGA 87,000.00 102,312.00

L.01 1.3920 OH Pekerja 55,000 65,000 76,560.00 90,480.00

L.04 0.1392 OH Mandor 75,000 85,000 10,440.00 11,832.00

B BAHAN - -

C PERALATAN 3,125.00 3,750.00

0.1250 hr Jack hammer 25,000 30,000 3,125.00 3,750.00

D Jumlah A + B + C 90,125.00 106,062.00



40 T.09.c 1 m3 GALIAN TANAH CADAS ATAU TANAH KERAS sedalam s/d 3 m 106,562.50 125,400.00

A TENAGA 93,750.00 110,250.00

L.01 1.5000 OH Pekerja 55,000 65,000 82,500.00 97,500.00

L.04 0.1500 OH Mandor 75,000 85,000 11,250.00 12,750.00

B BAHAN - -

C PERALATAN 3,125.00 3,750.00

0.1250 hr Jack hammer 25,000 30,000 3,125.00 3,750.00

D Jumlah A + B + C 96,875.00 114,000.00



41 T.09.d 1 m3 GALIAN TANAH CADAS ATAU TANAH KERAS dg kedalaman > 3 m, 10,312.50 12,210.00


A TENAGA 6,250.00 7,350.00

L.01 0.1000 OH Pekerja 55,000 65,000 5,500.00 6,500.00

L.04 0.0100 OH Mandor 75,000 85,000 750.00 850.00

B BAHAN - -

C PERALATAN 3,125.00 3,750.00

0.1250 hr Jack hammer 25,000 30,000 3,125.00 3,750.00

D Jumlah A + B + C 9,375.00 11,100.00

E OVERHEAD & PROFIT (CONTOH) 10% 937.50 1,110.00


311237226.xls 2-air-36

T.12 PERKUAT DINDING GALIAN SANGAT TERGANTUNG PADA POTENSI GALIAN TANAHNYA,

- UNT TANAH BIASA & TANAH BERBATU SERING DIPERLUKAN JIKA KEDALAMAN GALIAN LEBIH DARI 2 m

- UNT TANAH CADAS / KERAS APALAGI BATU PADA UMUMNYA TIDAK DIPERLUKAN PERKUATAN

HAL INI SERING DILAKUKAN PADA GALIAN TANAH DENGAN KEDALAMAN > 1 m DALAM RANGKA PEMASANGAN

PIPA, GORONG-GORONG ATAU BOX CULVERT

TABEL A.1 ASUMSI KOEFISIEN PEMAKAIAN ULANG BAHAN / MATERIAL

NO.PEMAKAIAN BAHAN/ PENAMBAHAN MATERIAL CATATAN

MATERIAL 5% 35% 40% 50% - 5% UNT BAHAN BAJA/BESI : SV = 50%

1 PERTAMA 0.500 1.000 1.000 1.000 - 35% UNT BAHAN KASO/BALOK KAYU : SV = 0%

2 KEDUA 0.275 0.675 0.700 0.750 - 40% UNT BAHAN MULTIPLEKS/PAPAN KAYU ; SV = 0%

3 KETIGA 0.200 0.567 0.500 0.867 - 50% UNT BAHAN SESEG BAMBU DLL; SV = 0%

4 KEEMPAT 0.165 0.513 0.550 0.625

TABEL KOEFISIEN PEKERJAAN & BAHAN PERKUATAN DINDING GALIAN DENGAN RANGKA & DINDING

A.2 a) TIANG RANGKA PERKUATAN DINDING

NO. BAHAN

1 m' PALING BAWAH SETIAP PENAMBAHAN TINGGI 1 m' JARAK

a) b) c) d) e) f) g) h) i) j) TIANG

BAHAN PEKERJA TUKANG MANDOR PERALATAN BAHAN PEKERJA TUKANG MANDOR PERALATAN (m)

1 KASO 5/7 DIPAKAI 1 KALI 0.04200 m3

OH OH OH 0.125

0.0150 m3

OH OH OH 0.5- DIPAKAI KE 2 0.02840 m3 0.860 0.430 0.086 0.0101 m3 0.800 0.300 0.080 0.120

- DIPAKAI KE 3 0.02380 m3 0.0085 m3

2 BAJA L.50.50.5 7.420 kg 4.950 kg

4.080 kg 1.000 OH 0.500 OH 0.100 OH 0.120 2.720 kg 0.72 OH 0.38 OH 0.072 OH 0.110 0.8

2.970 kg 1.980 kg

3 BAJA INP - 10 13.100 kg 4.950 kg

7.200 kg 1.200 OH 0.600 OH 0.120 OH 0.100 2.720 kg 0.86 OH 0.43 OH 0.086 OH 0.090 1

5.240 kg 1.980 kg

b) DINDING PERKUATAN

NO. BAHAN

1 m' PALING BAWAH SETIAP PENAMBAHAN TINGGI 1 m'

a) b) c) d) e) f) g) h) i) j)

BAHAN PEKERJA TUKANG MANDOR PERALATAN BAHAN PEKERJA TUKANG MANDOR PERALATAN

1 SESEG BAMBU KE-1 2.40 m2

OH OH OH 0.06

2.00 m2

OH OH OHKE-2 1.80 m2 0.400 0.200 0.040 1.50 m2 0.300 0.150 0.030 0.050

KE-3 1.60 m2 1.33 m2

2 PAPAN 2/20 KE-1 0.048 m3 0.040 m3

KE-2 0.034 m3 0.500 OH 0.250 OH 0.050 OH 0.06 0.028 m3 0.376 OH 0.188 OH 0.0375 OH 0.070

KE-3 0.029 m3 0.024 m3

3 BALOK KAYU 8/12 KE-1 0.192 m3 0.180 m3

KE-2 0.130 m3 0.480 OH 0.230 OH 0.045 OH 0.09 0.108 m3 0.338 OH 0.169 OH 0.0338 OH 0.080

KE-3 0.109 m3 0.091 m3

TABEL KOEFISIEN PEKERJAAN & BAHAN PERKUATAN DINDING GALIAN DENGAN TURAP

A.3

NO. BAHAN

1 m' PALING BAWAH SETIAP PENAMBAHAN TINGGI 1 m' JARAK

a) b) c) d) e) f) g) h) i) j) TIANG

BAHAN PEKERJA TUKANG MANDOR PERALATAN BAHAN PEKERJA TUKANG MANDOR PERALATAN (m)

1 KASO 5/7 DIPAKAI KE-1 0.049612 m3

OH OH OH 0.10

0.033075 m3

OH OH OH 5KE-2 0.033488 m3 0.840 0.280 0.084 0.022326 m3 0.570 0.190 0.057 0.070

KE-3 0.028130 m3 0.018754 m3

2 BALOK KAYU 8/12 KE-1 0.090720 m3 0.080480 m3

KE-2 0.061236 m3 1.280 OH 0.420 OH 0.126 OH 0.12 0.040824 m3 0.84 OH 0.28 OH 0.064 OH 0.06 5

KE-3 0.051438 m3 0.034292 m3

3 BAJA INP - 8 37.50 kg 25.00 kg

20.62 kg 1.500 oh 0.500 OH 0.150 OH 0.15 13.75 kg 1.2 OH 0.4 OH 0.12 OH 0.11 5

15.00 kg 10.00 kg

4 BAJA INP-10 52.500 kg 35.000 kg


21.000 kg 14.000 kg

5 PROFIL LARSEN U-400 71.860 kg 47.910 kg


28.750 kg 19.160 kg

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Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

42a T.12.a 1 m' PERKUATAN DINDING GALIAN UNT 1 m' PALING BAWAH

A TENAGA

L.01 b) + g) OH Pekerja (tabel A.2)

L.02 c) + h) OH Tukang

L.04 d) + i) OH Mandor

B BAHAN - -

a) m3/kg Tiang rangka Perkuatan Dinding (Tabel A.2)

f) m2/m3 Dinding Perkuatan (tabel.A.2)

C PERALATAN - -

e) + j) hr Tripod/Tackle Handle/Crane 2 ton

D Jumlah A + B + C - -

E OVERHEAD & PROFIT (CONTOH) 10% - -

F Harga Satuan Pekerjaan (D+E) - -

42 T.12.a 1 m' PERKUATAN DINDING GALIAN UNT 1 m' PALING BAWAH 1,094,249.20 1,201,006.40

contoh MENGGUNAKAN BAJA INP-10 & BALOK KAYU 8/12

A TENAGA 158,500.00 184,060.00

L.01 1.660 OH Pekerja 55,000 65,000 91,300.00 107,900.00

L.02 0.730 OH Tukang 75,000 85,000 54,750.00 62,050.00

L.04 0.166 OH Mandor 75,000 85,000 12,450.00 14,110.00

B BAHAN 819,172.00 888,764.00

5.240 kg Tiang perkuatan dengan INP -10 12,800 13,600 67,072.00 71,264.00

0.109 m3 Dinding perkuatan kayu 8/12 6,900,000 7,500,000 752,100.00 817,500.00

C PERALATAN 17,100.00 19,000.00

0.190 hr Crane 2 ton 90,000 100,000 17,100.00 19,000.00

D Jumlah A + B + C 994,772.00 1,091,824.00


F Harga Satuan Pekerjaan (D+E) 1,094,249.20 1,201,006.40

43a T.12.b 1 m' PENAMBAHAN TINGGI PERKUATAN DINDING GALIAN

A TENAGA

L.01 b) + g) OH Pekerja (tabel A.2)

L.02 c) + h) OH Tukang

L.04 d) + i) OH Mandor

B BAHAN - -

a) m3/kg Tiang rangka Perkuatan Dinding (Tabel A.2)

f) m2/m3 Dinding Perkuatan (tabel.A.2)

C PERALATAN - -

e) + j) hr Tripod/Tackle Handle/Crane 2 ton




43 T.12.b 1 m' PENAMBAHAN TINGGI PERKUATAN DINDING GALIAN 992,161.50 1,092,958.90

contoh MENGGUNAKAN BAJA INP-10 & BALOK KAYU

A TENAGA 193,625.00 224,935.00

L.01 2.060 OH Pekerja 55,000 65,000 113,300.00 133,900.00

L.02 0.930 OH Tukang 75,000 85,000 69,750.00 79,050.00

L.04 0.141 OH Mandor 75,000 85,000 10,575.00 11,985.00

B BAHAN 693,040.00 751,664.00

5.240 kg Tiang perkuatan dengan INP -10 12,800 13,600 67,072.00 71,264.00

0.091 m3 Dinding perkuatan kayu 8/12 6,900,000 7,500,000 625,968.00 680,400.00

C PERALATAN 15,300.00 17,000.00

0.170 hr Crane 2 ton 90,000 100,000 15,300.00 17,000.00

D Jumlah A + B + C 901,965.00 993,599.00


F Harga Satuan Pekerjaan (D+E) 992,161.50 1,092,958.90

44a T.12.c 1 m' PERKUATAN DINDING GALIAN DG TURAP PALING BAWAH

A TENAGA

L.01 b) OH Pekerja (Tabel A.3)

L.02 c) OH Tukang

L.04 d) OH Mandor

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2a-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

B BAHAN - -

a) m3/kg Perkuatan Dinding galian dg Turap (Tabel A.3)

C PERALATAN - -

e) hr Tripod/Tackle Handle/Crane 2 ton




44 T.12.c 1 m' PERKUATAN DINDING GALIAN DG TURAP PALING BAWAH 370,425.00 408,925.00


A TENAGA 131,250.00 152,750.00

L.01 1.500 OH Pekerja 55,000 65,000 82,500.00 97,500.00

L.02 0.500 OH Tukang 75,000 85,000 37,500.00 42,500.00

L.04 0.150 OH Mandor 75,000 85,000 11,250.00 12,750.00

B BAHAN 192,000.00 204,000.00

15.000 kg Perkuatan Dinding galian dg Turap (Tabel A.3) 12,800 13,600 192,000.00 204,000.00

- -

C PERALATAN 13,500.00 15,000.00

0.150 hr Crane 2 ton 90,000 100,000 13,500.00 15,000.00

D Jumlah A + B + C 336,750.00 371,750.00



45a T.12.d 1 m' PERKUATAN DINDING GALIAN DG TURAP UNTUK PENAMBAHAN TINGGI

A TENAGA

L.01 g) OH Pekerja (Tabel A.3)

L.02 h) OH Tukang

L.04 i) OH Mandor

B BAHAN - -

f) m3/kg Perkuatan Dinding galian dg Turap (Tabel A.3)

C PERALATAN - -

j) hr Tripod/Tackle Handle/Crane 2 ton




45 T.12.d 1 m' PERKUATAN DINDING GALIAN DG TURAP UNTUK PENAMBAHAN TINGGI 267,190.00 296,120.00


A TENAGA 105,000.00 122,200.00

L.01 1.200 OH Pekerja 55,000 65,000 66,000.00 78,000.00

L.02 0.400 OH Tukang 75,000 85,000 30,000.00 34,000.00

L.04 0.120 OH Mandor 75,000 85,000 9,000.00 10,200.00

B BAHAN 128,000.00 136,000.00

10.00 kg Perkuatan Dinding galian dg Turap (Tabel A.3) 12,800 13,600 128,000.00 136,000.00

- -

C PERALATAN 9,900.00 11,000.00

0.110 hr Crane 2 ton 90,000 100,000 9,900.00 11,000.00

D Jumlah A + B + C 242,900.00 269,200.00



file:///var/www/apps/conversion/tmp/scratch_3/311237226.xls

90/39

3-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

T.14 TIMBUNAN DAN PEMADATAN

46 T.14.a 1 m3 TIMBUNAN TANAH ATAU URUGAN TANAH KEMBALI 22,687.50 26,680.50

A TENAGA 20,625.00 24,255.00

L.01 0.330 OH Pekerja 55,000 65,000 18,150.00 21,450.00

L.04 0.033 OH Mandor 75,000 85,000 2,475.00 2,805.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 20,625.00 24,255.00



47 T.14.b 1 m3 PEMADATAN TANAH 36,575.00 43,175.00

A TENAGA 31,250.00 36,750.00

L.01 0.500 OH Pekerja 55,000 65,000 27,500.00 32,500.00

L.04 0.050 OH Mandor 75,000 85,000 3,750.00 4,250.00

B BAHAN - -

- -

C PERALATAN 2,000.00 2,500.00

0.050 hr Pemadatan tanah (Stamper) 40,000 50,000 2,000.00 2,500.00

D Jumlah A + B + C 33,250.00 39,250.00



48 T.14.c 1 m3 TIMBUNAN PASIR SEBAGAI BAHAN PENGISI 436,700.00 494,340.00

A TENAGA 25,000.00 29,400.00

L.01 0.400 OH Pekerja 55,000 65,000 22,000.00 26,000.00

L.04 0.040 OH Mandor 75,000 85,000 3,000.00 3,400.00

B BAHAN 372,000.00 420,000.00

1.200 m3 Pasir Pasang 310,000 350,000 372,000.00 420,000.00

C PERALATAN - -

- -

D Jumlah A + B + C 397,000.00 449,400.00



49 T.14.d 1 m3 PEMADATAN PASIR SEBAGAI BAHAN PENGISI 11,275.00 13,585.00

A TENAGA 6,250.00 7,350.00

L.01 0.100 OH Pekerja 55,000 65,000 5,500.00 6,500.00

L.04 0.010 OH Mandor 75,000 85,000 750.00 850.00

B BAHAN - -

- - -

C PERALATAN 4,000.00 5,000.00

0.100 hr Pemadatan tanah (Stamper) 40,000 50,000 4,000.00 5,000.00

D Jumlah A + B + C 10,250.00 12,350.00



T.15 ANGKUTAN MATERIAL DAN ATAU GALIAN

T.15.a. SECARA MANUAL

50 T.15.a.1 1 m3 MENGANGKUT HASIL GALIAN DG JARAK ANGKUT > 3m S/D < 5 m 16,027.00 18,891.40

A TENAGA 14,570.00 17,174.00

L.01 0.2480 OH Pekerja 55,000 65,000 13,640.00 16,120.00

L.04 0.0124 OH Mandor 75,000 85,000 930.00 1,054.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 14,570.00 17,174.00




90/40

3-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

51 T.15.a.2 1 m3 MENGANGKUT HASIL GALIAN DG JARAK ANGKUT 5 m 17,319.50 20,414.90

A TENAGA 15,745.00 18,559.00

L.01 0.2680 OH Pekerja 55,000 65,000 14,740.00 17,420.00

L.04 0.0134 OH Mandor 75,000 85,000 1,005.00 1,139.00

B BAHAN - -

- -

C PERALATAN - -

- -

D Jumlah A + B + C 15,745.00 18,559.00




A TENAGA 16,802.50 19,805.50

L.01 0.2860 OH Pekerja 55,000 65,000 15,730.00 18,590.00

L.04 0.0143 OH Mandor 75,000 85,000 1,072.50 1,215.50

B BAHAN - -

- -

C PERALATAN - -

- -

D Jumlah A + B + C 16,802.50 19,805.50




A TENAGA 20,915.00 24,653.00

L.01 0.3560 OH Pekerja 55,000 65,000 19,580.00 23,140.00

L.04 0.0178 OH Mandor 75,000 85,000 1,335.00 1,513.00

B BAHAN - -

- - -

C PERALATAN - -

D Jumlah A + B + C 20,915.00 24,653.00




A TENAGA 24,792.50 29,223.50

L.01 0.4220 OH Pekerja 55,000 65,000 23,210.00 27,430.00

L.04 0.0211 OH Mandor 75,000 85,000 1,582.50 1,793.50

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 24,792.50 29,223.50




A TENAGA 35,250.00 41,550.00

L.01 0.6000 OH Pekerja 55,000 65,000 33,000.00 39,000.00

L.04 0.0300 OH Mandor 75,000 85,000 2,250.00 2,550.00

B BAHAN - -

- -

C PERALATAN - -

- -

D Jumlah A + B + C 35,250.00 41,550.00




90/41

3-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8


A TENAGA 55,812.50 65,787.50

L.01 0.9500 OH Pekerja 55,000 65,000 52,250.00 61,750.00

L.04 0.0475 OH Mandor 75,000 85,000 3,562.50 4,037.50

B BAHAN - -

- -

C PERALATAN - -

- -

D Jumlah A + B + C 55,812.50 65,787.50




A TENAGA 76,375.00 90,025.00

L.01 1.3000 OH Pekerja 55,000 65,000 71,500.00 84,500.00

L.04 0.0650 OH Mandor 75,000 85,000 4,875.00 5,525.00

B BAHAN - -

- - -

C PERALATAN - -

- - - -

D Jumlah A + B + C 76,375.00 90,025.00




A TENAGA 96,937.50 114,262.50

L.01 1.6500 OH Pekerja 55,000 65,000 90,750.00 107,250.00

L.04 0.0825 OH Mandor 75,000 85,000 6,187.50 7,012.50

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 96,937.50 114,262.50




A TENAGA 114,562.50 135,037.50

L.01 1.9500 OH Pekerja 55,000 65,000 107,250.00 126,750.00

L.04 0.0975 OH Mandor 75,000 85,000 7,312.50 8,287.50

B BAHAN - -

- -

C PERALATAN - -

- -

D Jumlah A + B + C 114,562.50 135,037.50



60 T.15.a.11 1 m3 MENGANGKUT HASIL GALIAN DG 22,748.00 26,813.60

JARAK ANGKUT > 500 m SETIAP PENAMBAHAN 100 m

A TENAGA 20,680.00 24,376.00

L.01 0.3520 OH Pekerja 55,000 65,000 19,360.00 22,880.00

L.04 0.0176 OH Mandor 75,000 85,000 1,320.00 1,496.00

B BAHAN - -

- -

C PERALATAN - -

- -

D Jumlah A + B + C 20,680.00 24,376.00




90/42

4-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8


P.01 PASANGAN BATU DENGAN MORTAR JENIS PC - PP

61 P.01.a 1 m3 MORTAR TIPE M 1,052,370.00 1,157,337.50


A TENAGA 243,900.00 283,500.00

L.01 2.70 OH Pekerja 55,000 65,000 148,500.00 175,500.00

L.02 0.90 OH Tukang Batu 75,000 85,000 67,500.00 76,500.00

L.03 0.09 OH Kepala Tukang 85,000 95,000 7,650.00 8,550.00

L.04 0.27 OH Mandor 75,000 85,000 20,250.00 22,950.00

B BAHAN 679,400.00 731,050.00

1.200 m3 Batu 190,000 200,000 228,000.00 240,000.00

0.440 m3 Pasir Pasang 310,000 350,000 136,400.00 154,000.00

252 kg Portland Cement 1,250 1,338 315,000.00 337,050.00

C PERALATAN 33,400.00 37,575.00

0.167 hr Molen 200,000 225,000 33,400.00 37,575.00

D Jumlah A + B + C 956,700.00 1,052,125.00



62 P.01.b 1 m3 MORTAR TIPE S 998,965.00 1,101,100.00


A TENAGA 243,900.00 283,500.00

L.01 2.70 OH Pekerja 55,000 65,000 148,500.00 175,500.00

L.02 0.90 OH Tukang Batu 75,000 85,000 67,500.00 76,500.00


L.04 0.27 OH Mandor 75,000 85,000 20,250.00 22,950.00

B BAHAN 630,850.00 679,925.00

1.200 m3 Batu 190,000 200,000 228,000.00 240,000.00

0.485 m3 Pasir Pasang 310,000 350,000 150,350.00 169,750.00


C PERALATAN 33,400.00 37,575.00

0.167 hr Molen 200,000 225,000 33,400.00 37,575.00

D Jumlah A + B + C 908,150.00 1,001,000.00



63 P.01.c 1 m3 MORTAR TIPE N 957,275.00 1,057,196.25


A TENAGA 243,900.00 283,500.00

L.01 2.70 OH Pekerja 55,000 65,000 148,500.00 175,500.00

L.02 0.90 OH Tukang Batu 75,000 85,000 67,500.00 76,500.00


L.04 0.27 OH Mandor 75,000 85,000 20,250.00 22,950.00

B BAHAN 592,950.00 640,012.50

1.200 m3 Batu 190,000 200,000 228,000.00 240,000.00

0.520 m3 Pasir Pasang 310,000 350,000 161,200.00 182,000.00


C PERALATAN 33,400.00 37,575.00

0.167 hr Molen 200,000 225,000 33,400.00 37,575.00

D Jumlah A + B + C 870,250.00 961,087.50



64 P.01.d 1 m3 MORTAR TIPE O 930,369.00 1,029,091.25


A TENAGA 243,900.00 283,500.00

L.01 2.70 OH Pekerja 55,000 65,000 148,500.00 175,500.00

L.02 0.90 OH Tukang Batu 75,000 85,000 67,500.00 76,500.00


L.04 0.27 OH Mandor 75,000 85,000 20,250.00 22,950.00

B BAHAN 568,490.00 614,462.50

1.200 m3 Batu 190,000 200,000 228,000.00 240,000.00

0.554 m3 Pasir Pasang 310,000 350,000 171,740.00 193,900.00


90/43

4-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8



90/44

4-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

C PERALATAN 33,400.00 37,575.00

0.167 hr Molen 200,000 225,000 33,400.00 37,575.00

D Jumlah A + B + C 845,790.00 935,537.50



65 P.01.e 1 m3 BONGKAR PASANGAN BATU & PEMBERSIHAN BATU (MANUAL) 139,260.00 163,548.00

A TENAGA 125,000.00 147,000.00

L.01 2.00 OH Pekerja 55,000 65,000 110,000.00 130,000.00

L.04 0.20 OH Mandor 75,000 85,000 15,000.00 17,000.00

B BAHAN - -

C PERALATAN 1,600.00 1,680.00

0.008 bh Palu Godam 200,000 210,000 1,600.00 1,680.00

0.012 bh Pahat Beton 20,000 25,000 240.00 300.00

0.020 bh Linggis 150,000 170,000 3,000.00 3,400.00

D Jumlah A + B + C 126,600.00 148,680.00



66 P.01.f 1 m3 BONGKAR PASANGAN BATU (MANUAL) 125,070.00 146,916.00

A TENAGA 112,500.00 132,300.00

L.01 1.80 OH Pekerja 55,000 65,000 99,000.00 117,000.00

L.04 0.18 OH Mandor 75,000 85,000 13,500.00 15,300.00

B BAHAN - -

C PERALATAN 1,200.00 1,260.00

0.006 bh Palu Godam 200,000 210,000 1,200.00 1,260.00

0.009 bh Pahat Beton 20,000 25,000 180.00 225.00

0.020 bh Linggis 150,000 170,000 3,000.00 3,400.00

D Jumlah A + B + C 113,700.00 133,560.00



67 P.01.g 1 m3 BONGKAR PASANGAN BATU dengan JACK HAMMER 52,525.00 61,380.00

A TENAGA 46,500.00 54,300.00

L.01 0.60 OH Pekerja 55,000 65,000 33,000.00 39,000.00

L.04 0.18 OH Mandor 75,000 85,000 13,500.00 15,300.00

B BAHAN - -

C PERALATAN 1,250.00 1,500.00

0.050 hr Jack Hammer 25,000 30,000 1,250.00 1,500.00

D Jumlah A + B + C 47,750.00 55,800.00



68 P.01.h 1 m3 PEMBERSIHAN BONGKARAN PASANGAN BATU 15,070.00 17,556.00

UNT DIMANFAATKAN KEMBALI

A TENAGA 12,500.00 14,700.00

L.01 0.20 OH Pekerja 55,000 65,000 11,000.00 13,000.00

L.04 0.02 OH Mandor 75,000 85,000 1,500.00 1,700.00

B BAHAN - -

C PERALATAN 1,200.00 1,260.00

0.006 bh Palu Godam 200,000 210,000 1,200.00 1,260.00

0.009 bh Pahat Beton 20,000 25,000 180.00 225.00

- -

D Jumlah A + B + C 13,700.00 15,960.00



JADI BATU SIAP PAKAI DARI 1 M3 MENJADI 0,60 - 0,65 M3


90/45

4-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8


P.02 PASANGAN BATA MERAH

69 P.02.a 1 m3 MORTAR TIPE S 869,110.00 948,475.00


A TENAGA 260,400.00 301,200.00

L.01 2.40 OH Pekerja 55,000 65,000 132,000.00 156,000.00

L.02 1.20 OH Tukang Batu 75,000 85,000 90,000.00 102,000.00


L.04 0.24 OH Mandor 75,000 85,000 18,000.00 20,400.00

B BAHAN 529,700.00 561,050.00

500 bh Bata Merah 500 510 250,000.00 255,000.00

0.37 m3 Pasir Pasang 310,000 350,000 114,700.00 129,500.00


C PERALATAN - -

- -

D Jumlah A + B + C 790,100.00 862,250.00



70 P.02.b 1 m3 MORTAR TIPE N 835,752.50 912,883.13


A TENAGA 260,400.00 301,200.00

L.01 2.40 OH Pekerja 55,000 65,000 132,000.00 156,000.00

L.02 1.20 OH Tukang Batu 75,000 85,000 90,000.00 102,000.00


L.04 0.24 OH Mandor 75,000 85,000 18,000.00 20,400.00

B BAHAN 499,375.00 528,693.75

500 bh Bata Merah 500 510 250,000.00 255,000.00

0.375 m3 Pasir Pasang 310,000 350,000 116,250.00 131,250.00

106.50 kg Portland Cement 1,250 1,338 133,125.00 142,443.75

C PERALATAN - -

- -

D Jumlah A + B + C 759,775.00 829,893.75



71 P.02.c 1 m3 MORTAR TIPE O 823,625.00 900,611.25


A TENAGA 260,400.00 301,200.00

L.01 2.40 OH Pekerja 55,000 65,000 132,000.00 156,000.00

L.02 1.20 OH Tukang Batu 75,000 85,000 90,000.00 102,000.00


L.04 0.24 OH Mandor 75,000 85,000 18,000.00 20,400.00

B BAHAN 488,350.00 517,537.50

500 bh Bata Merah 500 510 250,000.00 255,000.00

0.41 m3 Pasir Pasang 310,000 350,000 127,100.00 143,500.00


C PERALATAN - -

- -

D Jumlah A + B + C 748,750.00 818,737.50



72 P.02.d 1 m3 MORTAR campuran 1PP : 6PP 831,655.00 910,813.75

A TENAGA 260,400.00 301,200.00

L.01 2.40 OH Pekerja 55,000 65,000 132,000.00 156,000.00

L.02 1.20 OH Tukang Batu 75,000 85,000 90,000.00 102,000.00


L.04 0.24 OH Mandor 75,000 85,000 18,000.00 20,400.00

B BAHAN 495,650.00 526,812.50

500 bh Bata Merah 500 510 250,000.00 255,000.00

0.490 m3 Pasir Pasang 310,000 350,000 151,900.00 171,500.00



90/46

4-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

C PERALATAN - -

- -

D Jumlah A + B + C 756,050.00 828,012.50



73 P.02.e 1 m3 BONGKAR PASANGAN BATA MERAH (MANUAL) 41,690.00 48,972.00

A TENAGA 37,500.00 44,100.00

L.01 0.60 OH Pekerja 55,000 65,000 33,000.00 39,000.00

L.04 0.06 OH Mandor 75,000 85,000 4,500.00 5,100.00

B BAHAN - -


0.002 bh Palu Godam 200,000 210,000 400.00 420.00

0.003 bh Pahat Beton 20,000 25,000 60.00 75.00

0.007 bh Linggis 150,000 170,000 1,050.00 1,190.00

D Jumlah A + B + C 37,900.00 44,520.00



74 P.02.f 1 m3 BONGKAR PASANGAN BATA MERAH dengan JACK HAMMER 124,300.00 146,190.00

A TENAGA 112,500.00 132,300.00

L.01 1.80 OH Pekerja 55,000 65,000 99,000.00 117,000.00

L.04 0.18 OH Mandor 75,000 85,000 13,500.00 15,300.00

B BAHAN - -


0.020 hr Jack Hammer 25,000 30,000 500.00 600.00

D Jumlah A + B + C 113,000.00 132,900.00



P.03 PEKERJAAN SIARAN DG MORTAR JENIS PC-PP

75 P.03.a 1 m2 SIARAN DG MORTAR JENIS PC-PP TYPE M 47,212.00 53,795.23


A TENAGA 31,275.00 36,225.00

L.01 0.300 OH Pekerja 55,000 65,000 16,500.00 19,500.00

L.02 0.150 OH Tukang Batu 75,000 85,000 11,250.00 12,750.00


L.04 0.030 OH Mandor 75,000 85,000 2,250.00 2,550.00

B BAHAN 11,645.00 12,679.75

0.012 m3 Pasir Pasang 310,000 350,000 3,720.00 4,200.00


C PERALATAN - -

- -

D Jumlah A + B + C 42,920.00 48,904.75



76 P.03.b 1 m2 SIARAN DG MORTAR JENIS PC-PP TYPE S 47,195.50 53,898.35


A TENAGA 31,275.00 36,225.00

L.01 0.3000 OH Pekerja 55,000 65,000 16,500.00 19,500.00

L.02 0.1500 OH Tukang Batu 75,000 85,000 11,250.00 12,750.00


L.04 0.0300 OH Mandor 75,000 85,000 2,250.00 2,550.00

B BAHAN 11,630.00 12,773.50

0.018 m3 Pasir Pasang 310,000 350,000 5,580.00 6,300.00


C PERALATAN - -

- -

D Jumlah A + B + C 42,905.00 48,998.50




90/47

4-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

P.04 PEKERJAAN PLESTERAN DG MORTAR JENIS PC-PP

77 P.04.a 1 m2 TRASRAAM TEBAL 1 cm, 49,131.50 55,889.35


A TENAGA 31,275.00 36,225.00

L.01 0.300 OH Pekerja 55,000 65,000 16,500.00 19,500.00

L.02 0.150 OH Tukang Batu 75,000 85,000 11,250.00 12,750.00


L.04 0.030 OH Mandor 75,000 85,000 2,250.00 2,550.00

B BAHAN 13,390.00 14,583.50

0.014 m3 Pasir Pasang 310,000 350,000 4,340.00 4,900.00


C PERALATAN - -

D Jumlah A + B + C 44,665.00 50,808.50



78 P.04.b 1 m2 PLESTERAN TEBAL 1 cm, 47,888.50 54,599.60


A TENAGA 31,275.00 36,225.00

L.01 0.3000 OH Pekerja 55,000 65,000 16,500.00 19,500.00

L.02 0.1500 OH Tukang Batu 75,000 85,000 11,250.00 12,750.00


L.04 0.0300 OH Mandor 75,000 85,000 2,250.00 2,550.00

B BAHAN 12,260.00 13,411.00

0.016 m3 Pasir Pasang 310,000 350,000 4,960.00 5,600.00


C PERALATAN - - - -

D Jumlah A + B + C 43,535.00 49,636.00



79 P.04.c 1 m2 PLESTERAN TEBAL 1 cm, 46,659.25 53,324.56


A TENAGA 31,275.00 36,225.00

L.01 0.3000 OH Pekerja 55,000 65,000 16,500.00 19,500.00

L.02 0.1500 OH Tukang Batu 75,000 85,000 11,250.00 12,750.00


L.04 0.0300 OH Mandor 75,000 85,000 2,250.00 2,550.00

B BAHAN 11,142.50 12,251.88

0.018 m3 Pasir Pasang 310,000 350,000 5,580.00 6,300.00


C PERALATAN - -

- -

D Jumlah A + B + C 42,417.50 48,476.88



80 P.04.d 1 m2 TRASRAAM TEBAL 1,5 cm, 64,861.50 73,688.56


A TENAGA 39,985.00 46,315.00

L.01 0.384 OH Pekerja 55,000 65,000 21,120.00 24,960.00

L.02 0.192 OH Tukang Batu 75,000 85,000 14,400.00 16,320.00


L.04 0.038 OH Mandor 75,000 85,000 2,850.00 3,230.00

B BAHAN 18,980.00 20,674.60

0.020 m3 Pasir Pasang 310,000 350,000 6,200.00 7,000.00


C PERALATAN - -

- -

D Jumlah A + B + C 58,965.00 66,989.60




90/48

4-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

81 P.04.e 1 m2 PLESTERAN TEBAL 1,5 cm, 64,905.50 73,936.94


A TENAGA 39,985.00 46,315.00

L.01 0.3840 OH Pekerja 55,000 65,000 21,120.00 24,960.00

L.02 0.1920 OH Tukang Batu 75,000 85,000 14,400.00 16,320.00


L.04 0.0380 OH Mandor 75,000 85,000 2,850.00 3,230.00

B BAHAN 19,020.00 20,900.40

0.030 m3 Pasir Pasang 310,000 350,000 9,300.00 10,500.00


C PERALATAN - -

- -

D Jumlah A + B + C 59,005.00 67,215.40



82 P.04.f 1 m2 PLESTERAN TEBAL 1,5 cm, 60,802.50 69,425.95


A TENAGA 39,985.00 46,315.00

L.01 0.3840 OH Pekerja 55,000 65,000 21,120.00 24,960.00

L.02 0.1920 OH Tukang Batu 75,000 85,000 14,400.00 16,320.00


L.04 0.0380 OH Mandor 75,000 85,000 2,850.00 3,230.00

B BAHAN 15,290.00 16,799.50

0.024 m3 Pasir Pasang 310,000 350,000 7,440.00 8,400.00


C PERALATAN - -

- -

D Jumlah A + B + C 55,275.00 63,114.50



83 P.05 1 m3 PASANGAN BATU KOSONG 515,515.00 566,225.00

A TENAGA 104,250.00 120,750.00

L.01 1.00 OH Pekerja 55,000 65,000 55,000.00 65,000.00

L.02 0.50 OH Tukang Batu 75,000 85,000 37,500.00 42,500.00


L.04 0.10 OH Mandor 75,000 85,000 7,500.00 8,500.00

B BAHAN 364,400.00 394,000.00

1.200 m3 Batu 190,000 200,000 228,000.00 240,000.00

0.440 m3 Pasir Pasang 310,000 350,000 136,400.00 154,000.00

C PERALATAN - -

- -

D Jumlah A + B + C 468,650.00 514,750.00




90/49

5-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8


P.06.a PASANGAN BATU BRONJONG KAWAT BENTUK I

P.06.a.1 Bentuk I, tipe A Bronjong kawat



Uk.2,70 mm, kwat sisi 3,40 mm dan Kawat


A TENAGA 417,125.00 479,595.00

L.01 3.270 OH Pekerja 55,000 65,000 179,850.00 212,550.00

L.02 1.090 OH Tukang Batu 75,000 85,000 81,750.00 92,650.00


L.04 0.487 OH Mandor 75,000 85,000 36,525.00 41,395.00

B BAHAN 863,940.00 941,650.00

2.80 m3 Batu 200,000 220,000 560,000.00 616,000.00

21.71 kg 14,000 15,000 303,940.00 325,650.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,281,065.00 1,421,245.00



85 b) 2 m3 Kawat Bronjong galvanis dg kawat anyaman tiga 1,426,117.00 1,582,223.50

lilitan Uk.3,0 mm, kwat sisi 4,0 mm dan kawat


A TENAGA 423,500.00 487,060.00

L.01 3.360 OH Pekerja 55,000 65,000 184,800.00 218,400.00

L.02 1.120 OH Tukang Batu 75,000 85,000 84,000.00 95,200.00


L.04 0.476 OH Mandor 75,000 85,000 35,700.00 40,460.00

B BAHAN 872,970.00 951,325.00

2.80 m3 Batu 200,000 220,000 560,000.00 616,000.00

22.36 kg 14,000 15,000 312,970.00 335,325.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,296,470.00 1,438,385.00



86 c) 2 m3 Kawat Bronjong wire mesh 5 mm ulir dan kawat 1,650,825.00 1,844,040.00


A TENAGA 630,650.00 728,150.00

L.01 5.730 OH Pekerja 55,000 65,000 315,150.00 372,450.00

L.02 1.910 OH Tukang Batu 75,000 85,000 143,250.00 162,350.00


L.04 0.710 OH Mandor 75,000 85,000 53,250.00 60,350.00

B BAHAN 870,100.00 948,250.00

2.80 m3 Batu 200,000 220,000 560,000.00 616,000.00

22.15 kg 14,000 15,000 310,100.00 332,250.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,500,750.00 1,676,400.00



Kawat Bronjong Ø 2,7 mm

Kawat Bronjong Ø 3 mm



90/50

5-air


Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

P.06.a.2 Bentuk I, tipe B Bronjong kawat





A TENAGA 609,000.00 700,040.00

L.01 4.740 OH Pekerja 55,000 65,000 260,700.00 308,100.00

L.02 1.580 OH Tukang Batu 75,000 85,000 118,500.00 134,300.00


L.04 0.684 OH Mandor 75,000 85,000 51,300.00 58,140.00

B BAHAN 1,279,012.00 1,394,370.00

4.20 m3 Batu 200,000 220,000 840,000.00 924,000.00

31.358 kg 14,000 15,000 439,012.00 470,370.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,888,012.00 2,094,410.00






A TENAGA 619,500.00 712,260.00

L.01 4.860 OH Pekerja 55,000 65,000 267,300.00 315,900.00

L.02 1.620 OH Tukang Batu 75,000 85,000 121,500.00 137,700.00


L.04 0.696 OH Mandor 75,000 85,000 52,200.00 59,160.00

B BAHAN 1,292,144.00 1,408,440.00

4.20 m3 Batu 200,000 220,000 840,000.00 924,000.00

32.296 kg 14,000 15,000 452,144.00 484,440.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,911,644.00 2,120,700.00





A TENAGA 916,125.00 1,057,475.00

L.01 8.250 OH Pekerja 55,000 65,000 453,750.00 536,250.00

L.02 2.750 OH Tukang Batu 75,000 85,000 206,250.00 233,750.00


L.04 1.035 OH Mandor 75,000 85,000 77,625.00 87,975.00

B BAHAN 1,611,400.00 1,750,500.00

4.20 m3 Batu 200,000 220,000 840,000.00 924,000.00

55.10 kg 14,000 15,000 771,400.00 826,500.00

C PERALATAN - -

- -

D Jumlah A + B + C 2,527,525.00 2,807,975.00



P.06.a.3 Bentuk I, tipe C Bronjong kawat


90 a) 4 m3 Kawat Bronjong galvanis dg kawat anyaman tiga 2,743,294.40 3,042,924.50



A TENAGA 799,750.00 919,130.00

L.01 6.180 OH Pekerja 55,000 65,000 339,900.00 401,700.00

L.02 2.060 OH Tukang Batu 75,000 85,000 154,500.00 175,100.00






90/51

5-air


Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

L.04 0.898 OH Mandor 75,000 85,000 67,350.00 76,330.00


90/52

5-air


Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

B BAHAN 1,694,154.00 1,847,165.00

5.60 m3 Batu 200,000 220,000 1,120,000.00 1,232,000.00

41.011 kg 14,000 15,000 574,154.00 615,165.00

C PERALATAN - -

- -

D Jumlah A + B + C 2,493,904.00 2,766,295.00






A TENAGA 909,000.00 1,048,760.00

L.01 8.360 OH Pekerja 55,000 65,000 459,800.00 543,400.00

L.02 2.120 OH Tukang Batu 75,000 85,000 159,000.00 180,200.00


L.04 0.696 OH Mandor 75,000 85,000 52,200.00 59,160.00

B BAHAN 1,711,318.00 1,865,555.00

5.60 m3 Batu 200,000 220,000 1,120,000.00 1,232,000.00

42.237 kg 14,000 15,000 591,318.00 633,555.00

C PERALATAN - -

- -

D Jumlah A + B + C 2,620,318.00 2,914,315.00



92 c) 4 m3 Kawat Bronjong wire mesh 5 mm ulir & kawat 3,666,740.00 4,073,410.00

pengikat 2,0mm uk. lobang heksagonal 100x100 mm

A TENAGA 1,204,000.00 1,389,600.00

L.01 10.800 OH Pekerja 55,000 65,000 594,000.00 702,000.00

L.02 3.600 OH Tukang Batu 75,000 85,000 270,000.00 306,000.00


L.04 1.360 OH Mandor 75,000 85,000 102,000.00 115,600.00

B BAHAN 2,129,400.00 2,313,500.00

5.60 m3 Batu 200,000 220,000 1,120,000.00 1,232,000.00

72.10 kg 14,000 15,000 1,009,400.00 1,081,500.00

C PERALATAN - -

- -

D Jumlah A + B + C 3,333,400.00 3,703,100.00



P.06.a.4 Bentuk I, tipe D Bronjong kawat


93 a) 1 m3 Kawat Bronjong galvanis dg kawat anyaman tiga 831,215.00 923,043.00


2,0mm uk. lobang heksagonal 80 x 100 mm

A TENAGA 264,250.00 304,630.00

L.01 2.280 OH Pekerja 55,000 65,000 125,400.00 148,200.00

L.02 0.760 OH Tukang Batu 75,000 85,000 57,000.00 64,600.00


L.04 0.298 OH Mandor 75,000 85,000 22,350.00 25,330.00

B BAHAN 491,400.00 534,500.00

1.40 m3 Batu 200,000 220,000 280,000.00 308,000.00

15.100 kg 14,000 15,000 211,400.00 226,500.00

C PERALATAN - -

- -

D Jumlah A + B + C 755,650.00 839,130.00








90/53

5-air


Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

94 b) 1 m3 Kawat Bronjong galvanis dg kawat anyaman tiga lilitan 843,935.40 937,205.50



A TENAGA 269,500.00 310,740.00

L.01 2.340 OH Pekerja 55,000 65,000 128,700.00 152,100.00

L.02 0.780 OH Tukang Batu 75,000 85,000 58,500.00 66,300.00


L.04 0.304 OH Mandor 75,000 85,000 22,800.00 25,840.00

B BAHAN 497,714.00 541,265.00

1.40 m3 Batu 200,000 220,000 280,000.00 308,000.00

15.551 kg 14,000 15,000 217,714.00 233,265.00

C PERALATAN - -

- -

D Jumlah A + B + C 767,214.00 852,005.00





A TENAGA 411,250.00 475,710.00

L.01 3.960 OH Pekerja 55,000 65,000 217,800.00 257,400.00

L.02 1.320 OH Tukang Batu 75,000 85,000 99,000.00 112,200.00


L.04 0.466 OH Mandor 75,000 85,000 34,950.00 39,610.00

B BAHAN 651,420.00 705,950.00

1.40 m3 Batu 200,000 220,000 280,000.00 308,000.00

26.53 kg 14,000 15,000 371,420.00 397,950.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,062,670.00 1,181,660.00



P.06.a.5 Bentuk I, tipe E Bronjong kawat





A TENAGA 388,500.00 447,780.00

L.01 3.330 OH Pekerja 55,000 65,000 183,150.00 216,450.00

L.02 1.110 OH Tukang Batu 75,000 85,000 83,250.00 94,350.00


L.04 0.438 OH Mandor 75,000 85,000 32,850.00 37,230.00

B BAHAN 727,818.00 791,805.00

2.10 m3 Batu 200,000 220,000 420,000.00 462,000.00

21.987 kg 14,000 15,000 307,818.00 329,805.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,116,318.00 1,239,585.00






A TENAGA 393,450.00 453,550.00

L.01 3.390 OH Pekerja 55,000 65,000 186,450.00 220,350.00

L.02 1.130 OH Tukang Batu 75,000 85,000 84,750.00 96,050.00


L.04 0.440 OH Mandor 75,000 85,000 33,000.00 37,400.00





90/54

5-air


Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

B BAHAN 737,016.00 801,660.00

2.10 m3 Batu 200,000 220,000 420,000.00 462,000.00

22.644 kg 14,000 15,000 317,016.00 339,660.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,130,466.00 1,255,210.00



98 c) 1.5 m3 Kawat Bronjong wire mesh 5 mm ulir & kawat pengikat 1,671,978.00 1,856,360.00


A TENAGA 556,500.00 643,300.00

L.01 5.250 OH Pekerja 55,000 65,000 288,750.00 341,250.00

L.02 1.750 OH Tukang Batu 75,000 85,000 131,250.00 148,750.00


L.04 0.630 OH Mandor 75,000 85,000 47,250.00 53,550.00

B BAHAN 963,480.00 1,044,300.00

2.10 m3 Batu 200,000 220,000 420,000.00 462,000.00

38.82 kg 14,000 15,000 543,480.00 582,300.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,519,980.00 1,687,600.00



P.06.a.6 Bentuk I, tipe F Bronjong kawat





A TENAGA 510,125.00 587,875.00

L.01 4.350 OH Pekerja 55,000 65,000 239,250.00 282,750.00

L.02 1.450 OH Tukang Batu 75,000 85,000 108,750.00 123,250.00


L.04 0.575 OH Mandor 75,000 85,000 43,125.00 48,875.00

B BAHAN 964,012.00 1,048,870.00

2.80 m3 Batu 200,000 220,000 560,000.00 616,000.00

28.858 kg 14,000 15,000 404,012.00 432,870.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,474,137.00 1,636,745.00






A TENAGA 520,625.00 600,095.00

L.01 4.470 OH Pekerja 55,000 65,000 245,850.00 290,550.00

L.02 1.490 OH Tukang Batu 75,000 85,000 111,750.00 126,650.00


L.04 0.587 OH Mandor 75,000 85,000 44,025.00 49,895.00

B BAHAN 976,094.00 1,061,815.00

2.80 m3 Batu 200,000 220,000 560,000.00 616,000.00

29.721 kg 14,000 15,000 416,094.00 445,815.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,496,719.00 1,661,910.00








90/55

5-air


Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

101 c) 2 m3 Kawat Bronjong wire mesh 5 mm ulir&kawat pengikat 2,194,918.00 2,436,610.00


A TENAGA 725,300.00 838,300.00

L.01 6.810 OH Pekerja 55,000 65,000 374,550.00 442,650.00

L.02 2.270 OH Tukang Batu 75,000 85,000 170,250.00 192,950.00


L.04 0.820 OH Mandor 75,000 85,000 61,500.00 69,700.00

B BAHAN 1,270,080.00 1,376,800.00

2.80 m3 Batu 200,000 220,000 560,000.00 616,000.00

50.72 kg 14,000 15,000 710,080.00 760,800.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,995,380.00 2,215,100.00



102 d) 1 m3 Pasang Bronjong pabrikasi 479,875.00 544,225.00

A TENAGA 31,250.00 36,750.00

L.01 0.500 OH Pekerja 55,000 65,000 27,500.00 32,500.00

L.04 0.050 OH Mandor 75,000 85,000 3,750.00 4,250.00

B BAHAN 405,000.00 458,000.00

1.40 m3 Batu 200,000 220,000 280,000.00 308,000.00

1.00 bh Kawat Bronjong 125,000 150,000 125,000.00 150,000.00

C PERALATAN - -

- -

D Jumlah A + B + C 436,250.00 494,750.00




P.06.b PASANGAN BATU BRONJONG KAWAT BENTUK II

P.06.b.1 Bentuk II, tipe G Bronjong kawat



Uk.2,00 mm, kwat sisi 3,40 mm & Kawat pengikat


A TENAGA 801,480.00 926,840.00

L.01 7.650 OH Pekerja 55,000 65,000 420,750.00 497,250.00

L.02 2.550 OH Tukang Batu 75,000 85,000 191,250.00 216,750.00


L.04 0.908 OH Mandor 75,000 85,000 68,100.00 77,180.00

B BAHAN 1,094,164.00 1,188,650.00

2.858 m3 Batu 200,000 220,000 571,600.00 628,760.00

37.326 kg 14,000 15,000 522,564.00 559,890.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,895,644.00 2,115,490.00






A TENAGA 683,355.00 789,365.00

L.01 6.300 OH Pekerja 55,000 65,000 346,500.00 409,500.00

L.02 2.100 OH Tukang Batu 75,000 85,000 157,500.00 178,500.00


L.04 0.773 OH Mandor 75,000 85,000 57,975.00 65,705.00




90/56

5-air


Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

B BAHAN 1,281,204.00 1,389,050.00

2.858 m3 Batu 200,000 220,000 571,600.00 628,760.00

50.686 kg 14,000 15,000 709,604.00 760,290.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,964,559.00 2,178,415.00



P.06.b.2 Bentuk II, tipe H Bronjong kawat





A TENAGA 882,195.00 1,018,685.00

L.01 8.040 OH Pekerja 55,000 65,000 442,200.00 522,600.00

L.02 2.680 OH Tukang Batu 75,000 85,000 201,000.00 227,800.00


L.04 0.997 OH Mandor 75,000 85,000 74,775.00 84,745.00

B BAHAN 1,322,510.00 1,439,055.00

3.864 m3 Batu 200,000 220,000 772,800.00 850,080.00

39.265 kg 14,000 15,000 549,710.00 588,975.00

C PERALATAN - -

- -

D Jumlah A + B + C 2,204,705.00 2,457,740.00






A TENAGA 808,695.00 933,145.00

L.01 7.200 OH Pekerja 55,000 65,000 396,000.00 468,000.00

L.02 2.400 OH Tukang Batu 75,000 85,000 180,000.00 204,000.00


L.04 0.913 OH Mandor 75,000 85,000 68,475.00 77,605.00

B BAHAN 1,519,406.00 1,650,015.00

3.864 m3 Batu 200,000 220,000 772,800.00 850,080.00

53.329 kg 14,000 15,000 746,606.00 799,935.00

C PERALATAN - -

- -

D Jumlah A + B + C 2,328,101.00 2,583,160.00



P.06.b.3 Bentuk II, tipe I Bronjong kawat

Uk.L=6.0m x B=2.0m x T=0,30m berisi Batu (buat sendiri)




A TENAGA 978,600.00 1,128,440.00

L.01 8.520 OH Pekerja 55,000 65,000 468,600.00 553,800.00

L.02 2.840 OH Tukang Batu 75,000 85,000 213,000.00 241,400.00


L.04 1.104 OH Mandor 75,000 85,000 82,800.00 93,840.00

B BAHAN 1,589,280.00 1,731,600.00

5.04 m3 Batu 200,000 220,000 1,008,000.00 1,108,800.00

41.520 kg 14,000 15,000 581,280.00 622,800.00






90/57

5-air


Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

C PERALATAN - -

- -

D Jumlah A + B + C 2,567,880.00 2,860,040.00






A TENAGA 784,350.00 902,370.00

L.01 6.300 OH Pekerja 55,000 65,000 346,500.00 409,500.00

L.02 2.100 OH Tukang Batu 75,000 85,000 157,500.00 178,500.00


L.04 0.882 OH Mandor 75,000 85,000 66,150.00 74,970.00

B BAHAN 1,797,488.00 1,954,680.00

5.04 m3 Batu 200,000 220,000 1,008,000.00 1,108,800.00

56.392 kg 14,000 15,000 789,488.00 845,880.00

C PERALATAN - -

- -

D Jumlah A + B + C 2,581,838.00 2,857,050.00



109 c) 1 m3 Pasangan bronjong pabrikasi 364,650.00 403,810.00

(tenaga kerja untuk 1m3 batu bronjong)

A TENAGA 37,500.00 44,100.00

L.01 0.600 OH Pekerja 55,000 65,000 33,000.00 39,000.00

L.04 0.060 OH Mandor 75,000 85,000 4,500.00 5,100.00

B BAHAN 294,000.00 323,000.00

1.40 m3 Batu 200,000 220,000 280,000.00 308,000.00

1.00 kg Kawat Bronjong 14,000 15,000 14,000.00 15,000.00

C PERALATAN - -

- -

D Jumlah A + B + C 331,500.00 367,100.00



P.07. Cerucuk dan Pemasangan Modul Bronjong

110 a) 1 m3 24,200.00 29,004.25

A TENAGA 3,000.00 3,455.00

L.01 0.030 OH Pekerja 55,000 65,000 1,650.00 1,950.00

L.04 0.003 OH Mandor 75,000 85,000 225.00 255.00

L.05 0.005 OH Operator Tripod / Crane 225,000 250,000 1,125.00 1,250.00

B BAHAN 5,250.00 6,562.50

1.05 m' 5,000 6,250 5,250.00 6,562.50

C PERALATAN 13,750.00 16,350.00

0.005 hr Tripod Tinggi 5 m' 150,000 160,000 750.00 800.00

0.005 hr Alat Pancang Hammer 0,5 ton 100,000 110,000 500.00 550.00

0.250 hr Alat Penyambung Tiang Pancang Dolken 50,000 60,000 12,500.00 15,000.00

D Jumlah A + B + C 22,000.00 26,367.50



111 b) 1 m' 24,640.00 28,718.25

A TENAGA 5,775.00 6,600.00

L.01 0.030 OH Pekerja 55,000 65,000 1,650.00 1,950.00

L.04 0.040 OH Mandor 75,000 85,000 3,000.00 3,400.00


B BAHAN 2,625.00 2,887.50

1.05 m' Bambu 2,500 2,750 2,625.00 2,887.50


Panjang Cerucuk Kayu / Dolken Ø 8 - 10 cm

Kayu Galam/Dolken Ø 8 - 10 cm

Panjang Cerucuk Bambu Ø 8 - 10 cm


90/58

5-air


Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

C PERALATAN 14,000.00 16,620.00

0.006 hr Tripod Tinggi 5 m' 150,000 160,000 900.00 960.00

0.006 hr Alat Pancang Hammer 0,5 ton 100,000 110,000 600.00 660.00


D Jumlah A + B + C 22,400.00 26,107.50



112 c) 1 m' 47,772.67 54,810.60

A TENAGA 4,750.00 5,440.00

L.01 0.040 OH Pekerja 55,000 65,000 2,200.00 2,600.00

L.04 0.004 OH Mandor 75,000 85,000 300.00 340.00


B BAHAN 23,679.70 26,687.82

1.03 m' 22,990 25,911 23,679.70 26,687.82

C PERALATAN 15,000.00 17,700.00

0.010 hr Tripod Tinggi 5 m' 150,000 160,000 1,500.00 1,600.00

0.010 hr Alat Pancang Hammer 0,5 ton 100,000 110,000 1,000.00 1,100.00


D Jumlah A + B + C 43,429.70 49,827.82



113 d) 1 m3 Pemasangan Modul Bronjong Kawat menjadi 232,787.50 253,297.00

Struktur Krib Sungai

A TENAGA 9,750.00 11,320.00

L.01 0.120 OH Pekerja 55,000 65,000 6,600.00 7,800.00

L.04 0.012 OH Mandor 75,000 85,000 900.00 1,020.00


B BAHAN 186,875.00 201,250.00

1.15 m3 Lapis Ijuk 5 cm (hanya unt bronjong yg menempel tanah) 162,500 175,000 186,875.00 201,250.00

C PERALATAN 15,000.00 17,700.00

0.010 hr Tripod Tinggi 5 m' 150,000 160,000 1,500.00 1,600.00

0.010 hr Alat Pancang Hammer 0,5 ton 100,000 110,000 1,000.00 1,100.00


D Jumlah A + B + C 211,625.00 230,270.00



Panjang Cerucuk Tiang Beton Ø 10 - 12 cm

Tiang Beton Ø 10 - 12 cm


90/59

6-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

P.08 PASANGAN BATU MUKA DAN BATU CANDI

114 a) 1 m2 Pasangan Batu Muka 173,547.00 179,484.25

A TENAGA 25,020.00 28,980.00

L.01 0.240 OH Pekerja 55,000 65,000 13,200.00 15,600.00

L.02 0.120 OH Tukang Batu 75,000 85,000 9,000.00 10,200.00


L.04 0.024 OH Mandor 75,000 85,000 1,800.00 2,040.00

B BAHAN 132,750.00 134,187.50

1.250 m3 Batu Muka 95,000 95,000 118,750.00 118,750.00

0.025 kg Pasir Pasang 310,000 350,000 7,750.00 8,750.00

5.000 kg Portland Cemen 1,250.00 1,337.50 6,250.00 6,687.500

C PERALATAN - -

- -

D Jumlah A + B + C 157,770.00 163,167.50



115 b) 1 m2 Pasangan Batu Candi 86,922.00 103,859.25

A TENAGA 25,020.00 28,980.00

L.01 0.240 OH Pekerja 55,000 65,000 13,200.00 15,600.00

L.02 0.120 OH Tukang Batu 75,000 85,000 9,000.00 10,200.00


L.04 0.024 OH Mandor 75,000 85,000 1,800.00 2,040.00

B BAHAN 54,000.00 65,437.50

1.250 m3 Batu Muka 32,000 40,000 40,000.00 50,000.00

0.025 kg Pasir Pasang 310,000 350,000 7,750.00 8,750.00

5.000 kg Portland Cemen 1,250.00 1,337.50 6,250.00 6,687.500

C PERALATAN - -

- -

D Jumlah A + B + C 79,020.00 94,417.50





A TENAGA 8,500.00 9,840.00

L.01 0.100 OH Pekerja 55,000 65,000 5,500.00 6,500.00

L.02 0.020 OH Tukang Gali 60,000 65,000 1,200.00 1,300.00

L.04 0.024 OH Mandor 75,000 85,000 1,800.00 2,040.00

B BAHAN 5,250.00 6,300.00

1.050 m2 Geotekstil 5,000 6,000 5,250.00 6,300.00

C PERALATAN - -

- -

D Jumlah A + B + C 13,750.00 16,140.00




A TENAGA 11,920.00 13,840.00

L.01 0.160 OH Pekerja 55,000 65,000 8,800.00 10,400.00

L.02 0.032 OH Tukang Gali 60,000 65,000 1,920.00 2,080.00

L.04 0.016 OH Mandor 75,000 85,000 1,200.00 1,360.00

B BAHAN 5,400.00 6,480.00

1.080 m2 Geotekstil 5,000 6,000 5,400.00 6,480.00

C PERALATAN - -

- -

D Jumlah A + B + C 17,320.00 20,320.00




90/60

6-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8


A TENAGA 17,880.00 20,760.00

L.01 0.240 OH Pekerja 55,000 65,000 13,200.00 15,600.00

L.02 0.048 OH Tukang Gali 60,000 65,000 2,880.00 3,120.00

L.04 0.024 OH Mandor 75,000 85,000 1,800.00 2,040.00

B BAHAN 5,500.00 6,600.00

1.100 m2 Geotekstil 5,000 6,000 5,500.00 6,600.00

C PERALATAN - -

- -

D Jumlah A + B + C 23,380.00 27,360.00



PASANGAN BAR SCREEN (SARINGAN KASAR)

BANGUNAN INTAKE, PENGUKUR & PENGATUR


A TENAGA 67,750.00 78,750.00

L.01 0.750 OH Pekerja 55,000 65,000 41,250.00 48,750.00

L.02 0.250 OH Tukang Batu 75,000 85,000 18,750.00 21,250.00

L.03 0.025 OH Kepala Tukang Batu 85,000 95,000 2,125.00 2,375.00

L.04 0.075 OH Mandor 75,000 85,000 5,625.00 6,375.00

B BAHAN 334,300.00 356,640.00

30.000 m' 7,916.67 8,500.00 237,500.00 255,000.00

4.000 m' Besi Profil L.40.40.4 24,200 25,410 96,800.00 101,640.00

C PERALATAN 3,950.00 4,740.00

0.150 hr Alat Las 25,000 30,000 3,750.00 4,500.00

0.020 hr Bor Listrik 10,000 12,000 200.00 240.00

D Jumlah A + B + C 406,000.00 440,130.00






DARI BAJA PROFIL L.40.40.4&PEMASANGAN PAKAI RAAM SET

120 P.11 1 bh PASANGAN AMBANG UKUR PADA BANGUNAN 11,687,230.50 12,275,004.50

PENGUKUR DAN/ATAU PENGATUR

A TENAGA 26,105.00 30,235.00

L.01 0.250 OH Pekerja 55,000 65,000 13,750.00 16,250.00

L.02 0.125 OH Tukang Batu 75,000 85,000 9,375.00 10,625.00


L.04 0.025 OH Mandor 75,000 85,000 1,875.00 2,125.00

B BAHAN 10,596,800.00 11,126,640.00

21.000 bh 500,000 525,000 10,500,000.00 11,025,000.00

4.000 m' Besi Profil L.40.40.4 *) 24,200 25,410 96,800.00 101,640.00

C PERALATAN 1,850.00 2,220.00

0.050 hr Alat Las 25,000 30,000 1,250.00 1,500.00

0.060 hr Bor Listrik 10,000 12,000 600.00 720.00

D Jumlah A + B + C 10,624,755.00 11,159,095.00

E OVERHEAD & PROFIT (CONTOH) 10% 1,062,475.50 1,115,909.50


*) sesuai dengan spek atau kebutuhan lapangan

harga barang sebagai contoh (silahkan disesuaikan)



A TENAGA 6,250.00 7,350.00

L.01 0.100 OH Pekerja 55,000 65,000 5,500.00 6,500.00

L.04 0.010 OH Mandor 75,000 85,000 750.00 850.00

Besi Beton Ø 12 mm

Dynabolt/raam set Ø 8 mm panj 4 - 5 cm *)


90/61

6-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

B BAHAN 13,200.00 13,750.00

1.100 m2 Gebalan Rumput 12,000 12,500 13,200.00 13,750.00

C PERALATAN - -

- -

D Jumlah A + B + C 19,450.00 21,100.00




A TENAGA 437.50 514.50

L.01 0.007 OH Pekerja 55,000 65,000 385.00 455.00

L.04 0.001 OH Mandor 75,000 85,000 52.50 59.50

B BAHAN - -

- - -


0.007 hr Alat Potong Rumput 7,500 8,000 52.50 56.00

D Jumlah A + B + C 490.00 570.50


F Harga Satuan Pekerjaan (D+E) 539.00 627.55

P.13 PEKERJAAN PANTAI

123 a) 1 ph Penanaman Pohon bakau 2,348.50 2,683.18

A TENAGA 500.00 588.00

L.01 0.008 OH Pekerja 55,000 65,000 440.00 520.00

L.04 0.001 OH Mandor 75,000 85,000 60.00 68.00

B BAHAN 1,275.00 1,406.25

1.250 m3 Bibit Mangrove 1,000 1,100 1,250.00 1,375.00

0.025 kg Anjir tinggi 2 m' 1,000 1,250 25.00 31.25


0.002 hr Kendaraan Pengangkut 55,000 60,000 110.00 120.00

0.005 hr Rakit 50,000 65,000 250.00 325.00

D Jumlah A + B + C 2,135.00 2,439.25



124 b) 1 m2 Matras Bambu 89,375.00 101,750.00

A TENAGA 31,250.00 36,750.00

L.01 0.500 OH Pekerja 55,000 65,000 27,500.00 32,500.00

L.04 0.050 OH Mandor 75,000 85,000 3,750.00 4,250.00

B BAHAN 45,000.00 50,250.00

4.000 bh Bambu 10,000 11,000 40,000.00 44,000.00

5.000 m' Tali Pengikat 1,000 1,250 5,000.00 6,250.00

C PERALATAN 5,000.00 5,500.00

Alat Bantu ls ls 5,000.00 5,500.00

D Jumlah A + B + C 81,250.00 92,500.00





A TENAGA 8,500.00 9,840.00

L.01 0.100 OH Pekerja 55,000 65,000 5,500.00 6,500.00

L.02 0.020 OH Tukang Gali 60,000 65,000 1,200.00 1,300.00

L.04 0.024 OH Mandor 75,000 85,000 1,800.00 2,040.00

B BAHAN 5,250.00 6,300.00

1.050 m2 Geotekstil 5,000 6,000 5,250.00 6,300.00

C PERALATAN - -

- -

D Jumlah A + B + C 13,750.00 16,140.00




90/62

6-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8


90/63

6-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8


A TENAGA 11,920.00 13,840.00

L.01 0.160 OH Pekerja 55,000 65,000 8,800.00 10,400.00

L.02 0.032 OH Tukang Gali 60,000 65,000 1,920.00 2,080.00

L.04 0.016 OH Mandor 75,000 85,000 1,200.00 1,360.00

B BAHAN 5,400.00 6,480.00

1.080 m2 Geotekstil 5,000 6,000 5,400.00 6,480.00

C PERALATAN - -

- -

D Jumlah A + B + C 17,320.00 20,320.00




A TENAGA 17,880.00 20,760.00

L.01 0.240 OH Pekerja 55,000 65,000 13,200.00 15,600.00

L.02 0.048 OH Tukang Gali 60,000 65,000 2,880.00 3,120.00

L.04 0.024 OH Mandor 75,000 85,000 1,800.00 2,040.00

B BAHAN 5,500.00 6,600.00

1.100 m2 Geotekstil 5,000 6,000 5,500.00 6,600.00

C PERALATAN - -

- -

D Jumlah A + B + C 23,380.00 27,360.00



PASANGAN BAR SCREEN (SARINGAN KASAR)

BANGUNAN INTAKE, PENGUKUR & PENGATUR


A TENAGA 67,750.00 78,750.00

L.01 0.750 OH Pekerja 55,000 65,000 41,250.00 48,750.00

L.02 0.250 OH Tukang Batu 75,000 85,000 18,750.00 21,250.00


L.04 0.075 OH Mandor 75,000 85,000 5,625.00 6,375.00

B BAHAN 334,300.00 356,640.00

30.000 m' 7,917 8,500 237,500.00 255,000.00

4.000 m' Besi Profil L.40.40.4 24,200 25,410 96,800.00 101,640.00

C PERALATAN 3,950.00 4,740.00

0.150 hr Alat Las 25,000 30,000 3,750.00 4,500.00

0.020 hr Bor Listrik 10,000 12,000 200.00 240.00

D Jumlah A + B + C 406,000.00 440,130.00






DARI BAJA PROFIL L.40.40.4 & PEMASANGAN PAKAI RAAM SET

129 P.11 1 bh PASANGAN AMBANG UKUR PADA 11,687,230.50 12,275,004.50

BANGUNAN PENGUKUR DAN/ATAU PENGATUR

A TENAGA 26,105.00 30,235.00

L.01 0.250 OH Pekerja 55,000 65,000 13,750.00 16,250.00

L.02 0.125 OH Tukang Batu 75,000 85,000 9,375.00 10,625.00


L.04 0.025 OH Mandor 75,000 85,000 1,875.00 2,125.00

B BAHAN 10,596,800.00 11,126,640.00

21.000 bh 500,000 525,000 10,500,000.00 11,025,000.00

4.000 m' Besi Profil L.40.40.4 *) 24,200 25,410 96,800.00 101,640.00

Besi Beton Ø 12 mm

Dynabolt/raam set Ø 8 mm panj 4 - 5 cm *)


90/64

6-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

C PERALATAN 1,850.00 2,220.00

0.050 hr Alat Las 25,000 30,000 1,250.00 1,500.00

0.060 hr Bor Listrik 10,000 12,000 600.00 720.00

D Jumlah A + B + C 10,624,755.00 11,159,095.00

E OVERHEAD & PROFIT (CONTOH) 10% 1,062,475.50 1,115,909.50


*) sesuai dengan spek atau kebutuhan lapangan

harga barang sebagai contoh (silahkan disesuaikan)



A TENAGA 6,250.00 7,350.00

L.01 0.100 OH Pekerja 55,000 65,000 5,500.00 6,500.00

L.04 0.010 OH Mandor 75,000 85,000 750.00 850.00

B BAHAN 13,200.00 13,750.00

1.100 m2 Gebalan Rumput 12,000 12,500 13,200.00 13,750.00

C PERALATAN - -

- -

D Jumlah A + B + C 19,450.00 21,100.00




A TENAGA 437.50 514.50

L.01 0.007 OH Pekerja 55,000 65,000 385.00 455.00

L.04 0.001 OH Mandor 75,000 85,000 52.50 59.50

B BAHAN - -

- - -


0.007 hr Alat Potong Rumput 10,000 12,500 70.00 87.50

D Jumlah A + B + C 507.50 602.00


F Harga Satuan Pekerjaan (D+E) 558.25 662.20


90/65

7-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

B.01 PEKERJAAN BETON

1 1 m3 Beton Untuk Lantai Kerja 954,698.25 1,051,404.75

A TENAGA 100,870.00 117,810.00

L.01 1.320 OH Pekerja 55,000 65,000 72,600.00 85,800.00

L.02 0.220 OH Tukang Batu 75,000 85,000 16,500.00 18,700.00


L.04 0.132 OH Mandor 75,000 85,000 9,900.00 11,220.00

B BAHAN 767,037.50 838,012.50

247 kg PC/Portlan Cement 1,250 1,338 308,750.00 330,362.50

0.621 m3 PB/Pasir Beton 400,000 425,000 248,400.00 263,925.00

0.740 m3 Kr/Krikil 280,000 325,000 207,200.00 240,500.00

215.000 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN - -

- -

D Jumlah A + B + C 867,907.50 955,822.50



2 B.02 1 m3 982,484.25 1,083,854.75

a) Manual

A TENAGA 126,130.00 147,310.00

L.01 1.650 OH Pekerja 55,000 65,000 90,750.00 107,250.00

L.02 0.275 OH Tukang Batu 75,000 85,000 20,625.00 23,375.00


L.04 0.165 OH Mandor 75,000 85,000 12,375.00 14,025.00

B BAHAN 767,037.50 838,012.50


0.621 m3 PB/Pasir Beton 400,000 425,000 248,400.00 263,925.00

0.740 m3 Kr/Krikil 280,000 325,000 207,200.00 240,500.00

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN - -

- -

D Jumlah A + B + C 893,167.50 985,322.50



3 B.02 1 m3 1,020,791.75 1,124,032.25

b) Menggunakan Molen

A TENAGA 98,455.00 115,085.00

L.01 1.323 OH Pekerja 55,000 65,000 72,765.00 85,995.00

L.02 0.189 OH Tukang Batu 75,000 85,000 14,175.00 16,065.00


L.04 0.132 OH Mandor 75,000 85,000 9,900.00 11,220.00

B BAHAN 767,037.50 838,012.50


0.621 m3 PB/Pasir Beton 400,000 425,000 248,400.00 263,925.00

0.740 m3 Kr/Krikil 280,000 325,000 207,200.00 240,500.00

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN 62,500.00 68,750.00

0.25 hr Molen 0,35 m3 250,000 275,000 62,500.00 68,750.00

D Jumlah A + B + C 927,992.50 1,021,847.50



4 B.03 1 m3 1,012,313.75 1,116,138.95

a) Manual

A TENAGA 126,130.00 147,310.00

L.01 1.650 OH Pekerja 55,000 65,000 90,750.00 107,250.00

L.02 0.275 OH Tukang Batu 75,000 85,000 20,625.00 23,375.00


L.04 0.165 OH Mandor 75,000 85,000 12,375.00 14,025.00

Beton Mutu f'c=7,4 Mpa (K100), slump (12±2) cm, w/c =0,87




90/66

7-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

B BAHAN 794,155.22 867,361.77


828 kg PB/Pasir Beton 286 304 236,571.43 251,357.14

1,012 kg Kr/Krikil 207 241 209,896.30 243,629.63

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN - -

- -

D Jumlah A + B + C 920,285.22 1,014,671.77



5 B.03 1 m3 Beton Mutu f'c=9,8 Mpa (K125), slump (12±2) cm, w/c =0,78 1,050,621.25 1,156,316.45


A TENAGA 98,455.00 115,085.00

L.01 1.323 OH Pekerja 55,000 65,000 72,765.00 85,995.00

L.02 0.189 OH Tukang Batu 75,000 85,000 14,175.00 16,065.00


L.04 0.132 OH Mandor 75,000 85,000 9,900.00 11,220.00

B BAHAN 794,155.22 867,361.77


828 kg PB/Pasir Beton 286 304 236,571.43 251,357.14

1,012 kg Kr/Krikil 207 241 209,896.30 243,629.63

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN 62,500.00 68,750.00

0.25 hr Molen 0,35 m3 250,000 275,000 62,500.00 68,750.00

D Jumlah A + B + C 955,110.22 1,051,196.77



6 B.04 1 m3 1,035,965.20 1,141,617.85

a) Manual

A TENAGA 126,130.00 147,310.00

L.01 1.650 OH Pekerja 55,000 65,000 90,750.00 107,250.00

L.02 0.275 OH Tukang Batu 75,000 85,000 20,625.00 23,375.00


L.04 0.165 OH Mandor 75,000 85,000 12,375.00 14,025.00

B BAHAN 815,656.55 890,524.40


799 kg PB/Pasir Beton 286 304 228,285.71 242,553.57

1,017 kg Kr/Krikil 207 241 210,933.33 244,833.33

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN - -

- -

D Jumlah A + B + C 941,786.55 1,037,834.40





A TENAGA 98,455.00 115,085.00

L.01 1.323 OH Pekerja 55,000 65,000 72,765.00 85,995.00

L.02 0.189 OH Tukang Batu 75,000 85,000 14,175.00 16,065.00


L.04 0.132 OH Mandor 75,000 85,000 9,900.00 11,220.00

B BAHAN 815,656.55 890,524.40


799 kg PB/Pasir Beton 286 304 228,285.71 242,553.57

1,017 kg Kr/Krikil 207 241 210,933.33 244,833.33



90/67

7-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

215 lt Air 12.50 15.00 2,687.50 3,225.00


90/68

7-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

C PERALATAN 62,500.00 68,750.00

0.25 hr Molen 0,35 m3 250,000 275,000 62,500.00 68,750.00

D Jumlah A + B + C 976,611.55 1,074,359.40



8 B.05 1 m3 1,063,570.84 1,171,496.16

a) Manual

A TENAGA 126,130.00 147,310.00

L.01 1.650 OH Pekerja 55,000 65,000 90,750.00 107,250.00

L.02 0.275 OH Tukang Batu 75,000 85,000 20,625.00 23,375.00


L.04 0.165 OH Mandor 75,000 85,000 12,375.00 14,025.00

B BAHAN 840,752.58 917,686.51


760 kg PB/Pasir Beton 286 304 217,142.86 230,714.29

1,029 kg Kr/Krikil 207 241 213,422.22 247,722.22

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN - -

- -

D Jumlah A + B + C 966,882.58 1,064,996.51





A TENAGA 98,455.00 115,085.00

L.01 1.323 OH Pekerja 55,000 65,000 72,765.00 85,995.00

L.02 0.189 OH Tukang Batu 75,000 85,000 14,175.00 16,065.00


L.04 0.132 OH Mandor 75,000 85,000 9,900.00 11,220.00

B BAHAN 840,752.58 917,686.51


760 kg PB/Pasir Beton 286 304 217,142.86 230,714.29

1,029 kg Kr/Krikil 207 241 213,422.22 247,722.22

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN 62,500.00 68,750.00

0.25 hr Molen 0,35 m3 250,000 275,000 62,500.00 68,750.00

D Jumlah A + B + C 1,001,707.58 1,101,521.51



10 B.06 1 m3 1,090,662.85 1,200,594.36

a) Manual

A TENAGA 126,130.00 147,310.00

L.01 1.650 OH Pekerja 55,000 65,000 90,750.00 107,250.00

L.02 0.275 OH Tukang Batu 75,000 85,000 20,625.00 23,375.00


L.04 0.165 OH Mandor 75,000 85,000 12,375.00 14,025.00

B BAHAN 865,381.68 944,139.42


731 kg PB/Pasir Beton 286 304 208,857.14 221,910.71

1,031 kg Kr/Krikil 207 241 213,837.04 248,203.70

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN - -

- -

D Jumlah A + B + C 991,511.68 1,091,449.42






90/69

7-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8



A TENAGA 98,455.00 115,085.00

L.01 1.323 OH Pekerja 55,000 65,000 72,765.00 85,995.00

L.02 0.189 OH Tukang Batu 75,000 85,000 14,175.00 16,065.00


L.04 0.132 OH Mandor 75,000 85,000 9,900.00 11,220.00

B BAHAN 865,381.68 944,139.42


731 kg PB/Pasir Beton 286 304 208,857.14 221,910.71

1,031 kg Kr/Krikil 207 241 213,837.04 248,203.70

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN 62,500.00 68,750.00

0.25 hr Molen 0,35 m3 250,000 275,000 62,500.00 68,750.00

D Jumlah A + B + C 1,026,336.68 1,127,974.42



12 B.07 1 m3 1,110,066.79 1,221,765.50

a) Manual

A TENAGA 126,130.00 147,310.00

L.01 1.650 OH Pekerja 55,000 65,000 90,750.00 107,250.00

L.02 0.275 OH Tukang Batu 75,000 85,000 20,625.00 23,375.00


L.04 0.165 OH Mandor 75,000 85,000 12,375.00 14,025.00

B BAHAN 883,021.63 963,385.91


698 kg PB/Pasir Beton 286 304 199,428.57 211,892.86

1,047 kg Kr/Krikil 207 241 217,155.56 252,055.56

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,009,151.63 1,110,695.91





A TENAGA 98,455.00 115,085.00

L.01 1.323 OH Pekerja 55,000 65,000 72,765.00 85,995.00

L.02 0.189 OH Tukang Batu 75,000 85,000 14,175.00 16,065.00


L.04 0.132 OH Mandor 75,000 85,000 9,900.00 11,220.00

B BAHAN 883,021.63 963,385.91


698 kg PB/Pasir Beton 286 304 199,428.57 211,892.86

1,047 kg Kr/Krikil 207 241 217,155.56 252,055.56

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN 62,500.00 68,750.00

0.25 hr Molen 0,35 m3 250,000 275,000 62,500.00 68,750.00

D Jumlah A + B + C 1,043,976.63 1,147,220.91





90/70

7-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

14 B.08 1 m3 1,110,066.79 1,221,765.50

a) Manual

A TENAGA 126,130.00 147,310.00

L.01 1.650 OH Pekerja 55,000 65,000 90,750.00 107,250.00

L.02 0.275 OH Tukang Batu 75,000 85,000 20,625.00 23,375.00


L.04 0.165 OH Mandor 75,000 85,000 12,375.00 14,025.00

B BAHAN 883,021.63 963,385.91


698 kg PB/Pasir Beton 286 304 199,428.57 211,892.86

1,047 kg Kr/Krikil 207 241 217,155.56 252,055.56

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,009,151.63 1,110,695.91





A TENAGA 98,455.00 115,085.00

L.01 1.323 OH Pekerja 55,000 65,000 72,765.00 85,995.00

L.02 0.189 OH Tukang Batu 75,000 85,000 14,175.00 16,065.00


L.04 0.132 OH Mandor 75,000 85,000 9,900.00 11,220.00

B BAHAN 895,898.08 977,026.06


692 kg PB/Pasir Beton 286 304 197,714.29 210,071.43

1,039 kg Kr/Krikil 207 241 215,496.30 250,129.63

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN 62,500.00 68,750.00

0.25 hr Molen 0,35 m3 250,000 275,000 62,500.00 68,750.00

D Jumlah A + B + C 1,056,853.08 1,160,861.06



16 B.09 1 m3 Beton Mutu f'c=24,0 Mpa (K275) kedap air 1,149,000.68 1,263,023.14

a) Manual

A TENAGA 126,130.00 147,310.00

L.01 1.650 OH Pekerja 55,000 65,000 90,750.00 107,250.00

L.02 0.275 OH Tukang Batu 75,000 85,000 20,625.00 23,375.00


L.04 0.165 OH Mandor 75,000 85,000 12,375.00 14,025.00

B BAHAN 918,416.07 1,000,892.86


684 kg PB/Pasir Beton 286 304 195,428.57 207,642.86

1,026 kg Kr/Krikil 207 241 212,800.00 247,000.00

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,044,546.07 1,148,202.86




slump (12±2) cm, w/c =0,53


90/71

7-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

17 B.09 1 m3 Beton Mutu f'c=24,0 Mpa (K275) kedap air 1,162,538.39 1,276,947.16


A TENAGA 98,455.00 115,085.00

L.01 1.323 OH Pekerja 55,000 65,000 72,765.00 85,995.00

L.02 0.189 OH Tukang Batu 75,000 85,000 14,175.00 16,065.00


L.04 0.132 OH Mandor 75,000 85,000 9,900.00 11,220.00

B BAHAN 895,898.08 977,026.06


692 kg PB/Pasir Beton 286 304 197,714.29 210,071.43

1,039 kg Kr/Krikil 207 241 215,496.30 250,129.63

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN 62,500.00 68,750.00

0.25 hr Molen 0,35 m3 250,000 275,000 62,500.00 68,750.00

D Jumlah A + B + C 1,056,853.08 1,160,861.06



18 B.10 1 m3 Beton Mutu f'c=26,4 Mpa (K300) kedap air, 1,156,542.08 1,270,996.03

a) Manual

A TENAGA 126,130.00 147,310.00

L.01 1.650 OH Pekerja 55,000 65,000 90,750.00 107,250.00

L.02 0.275 OH Tukang Batu 75,000 85,000 20,625.00 23,375.00


L.04 0.165 OH Mandor 75,000 85,000 12,375.00 14,025.00

B BAHAN 925,271.89 1,008,140.94


681 kg PB/Pasir Beton 286 304 194,571.43 206,732.14

1,021 kg Kr/Krikil 207 241 211,762.96 245,796.30

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,051,401.89 1,155,450.94





A TENAGA 98,455.00 115,085.00

L.01 1.323 OH Pekerja 55,000 65,000 72,765.00 85,995.00

L.02 0.189 OH Tukang Batu 75,000 85,000 14,175.00 16,065.00


L.04 0.132 OH Mandor 75,000 85,000 9,900.00 11,220.00

B BAHAN 895,898.08 977,026.06


692 kg PB/Pasir Beton 286 304 197,714.29 210,071.43

1,039 kg Kr/Krikil 207 241 215,496.30 250,129.63

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN 62,500.00 68,750.00

0.25 hr Molen 0,35 m3 250,000 275,000 62,500.00 68,750.00

D Jumlah A + B + C 1,056,853.08 1,160,861.06



slump (12±2) cm, w/c =0,52


90/72

7-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8


a) Manual

A TENAGA 126,130.00 147,310.00

L.01 1.650 OH Pekerja 55,000 65,000 90,750.00 107,250.00

L.02 0.275 OH Tukang Batu 75,000 85,000 20,625.00 23,375.00


L.04 0.165 OH Mandor 75,000 85,000 12,375.00 14,025.00

B BAHAN 951,517.92 1,035,965.54


670 kg PB/Pasir Beton 286 304 191,428.57 203,392.86

1,006 kg Kr/Krikil 207 241 208,651.85 242,185.19

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,077,647.92 1,183,275.54





A TENAGA 98,455.00 115,085.00

L.01 1.323 OH Pekerja 55,000 65,000 72,765.00 85,995.00

L.02 0.189 OH Tukang Batu 75,000 85,000 14,175.00 16,065.00


L.04 0.132 OH Mandor 75,000 85,000 9,900.00 11,220.00

B BAHAN 895,898.08 977,026.06


692 kg PB/Pasir Beton 286 304 197,714.29 210,071.43

1,039 kg Kr/Krikil 207 241 215,496.30 250,129.63

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN 62,500.00 68,750.00

0.25 hr Molen 0,35 m3 250,000 275,000 62,500.00 68,750.00

D Jumlah A + B + C 1,056,853.08 1,160,861.06




a) Manual

A TENAGA 126,130.00 147,310.00

L.01 1.650 OH Pekerja 55,000 65,000 90,750.00 107,250.00

L.02 0.275 OH Tukang Batu 75,000 85,000 20,625.00 23,375.00


L.04 0.165 OH Mandor 75,000 85,000 12,375.00 14,025.00

B BAHAN 960,666.34 1,045,647.88


667 kg PB/Pasir Beton 286 304 190,571.43 202,482.14

1,000 kg Kr/Krikil 207 241 207,407.41 240,740.74

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,086,796.34 1,192,957.88



slump (12±2) cm, w/c =0,49

slump (12±2) cm, w/c =0,48


90/73

7-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8



A TENAGA 98,455.00 115,085.00

L.01 1.323 OH Pekerja 55,000 65,000 72,765.00 85,995.00

L.02 0.189 OH Tukang Batu 75,000 85,000 14,175.00 16,065.00


L.04 0.132 OH Mandor 75,000 85,000 9,900.00 11,220.00

B BAHAN 960,666.34 1,045,647.88


667 kg PB/Pasir Beton 286 304 190,571.43 202,482.14

1,000 kg Kr/Krikil 207 241 207,407.41 240,740.74

215 lt Air 12.50 15.00 2,687.50 3,225.00

C PERALATAN 62,500.00 68,750.00

0.25 hr Molen 0,35 m3 250,000 275,000 62,500.00 68,750.00

D Jumlah A + B + C 1,121,621.34 1,229,482.88



311237226.xls 8-air-74



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

B.13 PEKERJAAN BETON

MENGGUNAKAN READY MIXED & BAHAN ADIKTIF

1 1 m3 Beton Menggunakan Ready Mixed dan Pompa Beton 1,386,962.50 1,443,337.50

A TENAGA 83,375.00 97,125.00

L.01 1.000 OH Pekerja 55,000 65,000 55,000.00 65,000.00

L.02 0.250 OH Tukang Batu 75,000 85,000 18,750.00 21,250.00


L.04 0.100 OH Mandor 75,000 85,000 7,500.00 8,500.00

B BAHAN 1,045,500.00 1,071,000.00

1.02 m3 Campuran Beton Ready Mixed K.225 1,025,000 1,050,000 1,045,500.00 1,071,000.00

C PERALATAN 132,000.00 144,000.00

0.12 hr Pompa dan Conveyor Beton 1,100,000 1,200,000 132,000.00 144,000.00

D Jumlah A + B + C 1,260,875.00 1,312,125.00



PENAMBAHAN KOEFISIEN TENAGA KERJA &

PERALATAN UNTUK MENGANGKUT

2 B.14 1 m3 Beton Dicorkan pada tapak berjarak <25 m 28,187.50 33,148.50

dg Ketinggian/kedalaman < 1m

a) Manual

A TENAGA 25,625.00 30,135.00

L.01 0.410 OH Pekerja 55,000 65,000 22,550.00 26,650.00

L.04 0.041 OH Mandor 75,000 85,000 3,075.00 3,485.00

B BAHAN - -

- -

C PERALATAN - -

- -

D Jumlah A + B + C 25,625.00 30,135.00



3 1 m3 Beton Dicorkan pada tapak berjarak 34,375.00 40,425.00

setiap tambahan jarak 25 m (horizontal)

b) Manual

A TENAGA 31,250.00 36,750.00

L.01 0.500 OH Pekerja 55,000 65,000 27,500.00 32,500.00

L.04 0.050 OH Mandor 75,000 85,000 3,750.00 4,250.00

B BAHAN - -

- -

C PERALATAN - -

- -

D Jumlah A + B + C 31,250.00 36,750.00



4 1 m3 Beton Dicorkan pada tapak berjarak 73,150.00 82,170.00

c) Menggunakan Peralatan Pompa Beton

A TENAGA 12,500.00 14,700.00

L.01 0.200 OH Pekerja 55,000 65,000 11,000.00 13,000.00

L.04 0.020 OH Mandor 75,000 85,000 1,500.00 1,700.00

B BAHAN - -

- -

C PERALATAN 54,000.00 60,000.00

0.12 hr Pompa & Conveyor Beton 450,000 500,000 54,000.00 60,000.00

D Jumlah A + B + C 66,500.00 74,700.00



/MENAIKKAN CAMPURAN BETON DENGAN JARAK > 5 M

311237226.xls 8-air-75



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

5 B.15 1 m3 Beton Dicorkan Menggunakan Vibrator 33,687.50 37,812.50

a) Vibrator

A TENAGA 15,625.00 18,375.00

L.01 0.250 OH Pekerja 55,000 65,000 13,750.00 16,250.00

L.04 0.025 OH Mandor 75,000 85,000 1,875.00 2,125.00

B BAHAN - -

- -

C PERALATAN 15,000.00 16,000.00

0.1 hr Vibrator 150,000 160,000 15,000.00 16,000.00

D Jumlah A + B + C 30,625.00 34,375.00



6 1 m3 Beton Dicorkan Menggunakan Vibrator 50,875.00 58,025.00

b) Tenaga Kerja Manual dan Vibrator

A TENAGA 31,250.00 36,750.00

L.01 0.500 OH Pekerja 55,000 65,000 27,500.00 32,500.00

L.04 0.050 OH Mandor 75,000 85,000 3,750.00 4,250.00

B BAHAN - -

- -

C PERALATAN 15,000.00 16,000.00

0.1 hr Vibrator 150,000 160,000 15,000.00 16,000.00

D Jumlah A + B + C 46,250.00 52,750.00



7 B.16 1 m3 Beton Dicorkan pada tapak Tiap Kenaikan 4 m (vertikal) 17,187.50 20,212.50

a) Manual

A TENAGA 15,625.00 18,375.00

L.01 0.250 OH Pekerja 55,000 65,000 13,750.00 16,250.00

L.04 0.025 OH Mandor 75,000 85,000 1,875.00 2,125.00

B BAHAN - -

- -

C PERALATAN - -

- -

D Jumlah A + B + C 15,625.00 18,375.00



8 1 m3 Beton Dicorkan pada tapak Tiap Kenaikan 4 m (vertikal) 73,150.00 82,170.00

b) Menggunakan peralatan pompa beton

A TENAGA 12,500.00 14,700.00

L.01 0.200 OH Pekerja 55,000 65,000 11,000.00 13,000.00

L.04 0.020 OH Mandor 75,000 85,000 1,500.00 1,700.00

B BAHAN - -

- -

C PERALATAN 54,000.00 60,000.00

0.12 hr Pompa & Conveyor Beton 450,000 500,000 54,000.00 60,000.00

D Jumlah A + B + C 66,500.00 74,700.00



311237226.xls 8-air-76



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

PEKERJAAN PEMBESIAN BETON

9 B.17 100 kg Pembesian dengan Besi Polos atau Ulir 1,112,320.00 1,251,360.00

A TENAGA 102,200.00 117,600.00

L.01 0.700 OH Pekerja 55,000 65,000 38,500.00 45,500.00

L.02 0.700 OH Tukang Besi 75,000 85,000 52,500.00 59,500.00


L.04 0.070 OH Mandor 75,000 85,000 5,250.00 5,950.00

B BAHAN 909,000.00 1,020,000.00

105.0 kg Besi Beton (polos/ulir) 8,450 9,500 887,250.00 997,500.00

1.5 kg Kawat Ikat 14,500 15,000 21,750.00 22,500.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,011,200.00 1,137,600.00



10 B.18 100 kg Pembesian dengan Jaring Kawat (wire mesh) 1,635,095.00 1,736,460.00

A TENAGA 102,200.00 117,600.00

L.01 0.700 OH Pekerja 55,000 65,000 38,500.00 45,500.00

L.02 0.700 OH Tukang Besi 75,000 85,000 52,500.00 59,500.00


L.04 0.070 OH Mandor 75,000 85,000 5,250.00 5,950.00

B BAHAN 1,384,250.00 1,461,000.00

102.0 kg Wire Mesh 13,500 14,250 1,377,000.00 1,453,500.00

0.5 kg Kawat Ikat 14,500 15,000 7,250.00 7,500.00

C PERALATAN - -

- -

D Jumlah A + B + C 1,486,450.00 1,578,600.00



11 B.19 100 kg Pembesian Kabel presstreed polos 2,902,212.50 3,234,275.00

A TENAGA 73,000.00 84,000.00

L.01 0.500 OH Pekerja 55,000 65,000 27,500.00 32,500.00

L.02 0.500 OH Tukang Besi 75,000 85,000 37,500.00 42,500.00


L.04 0.050 OH Mandor 75,000 85,000 3,750.00 4,250.00

B BAHAN 2,475,375.00 2,751,250.00

105.0 kg Kabel presstreed polos 22,500 25,000 2,362,500.00 2,625,000.00

12.5 kg Besi Beton (polos/ulir) 8,450 9,500 105,625.00 118,750.00

0.5 kg Kawat Ikat 14,500 15,000 7,250.00 7,500.00

C PERALATAN 90,000.00 105,000.00

0.15 hr Jack Tension / stressing 600,000 700,000 90,000.00 105,000.00

D Jumlah A + B + C 2,638,375.00 2,940,250.00



12 B.20 PENAMBAHAN KOEFISIEN TENAGA KERJA & PERALATAN

UNTUK MENGANGKUT / MENAIKAN 100 KG

TULANGAN SETIAP KENAIKAN VERTIKAL 4 M' ATAU

JARAK HORIZONTAL 25 M' KE TAPAK PEMASANGAN

a) 4 m' Manual 28,875.00 33,605.00

A TENAGA 26,250.00 30,550.00

L.01 0.300 OH Pekerja 55,000 65,000 16,500.00 19,500.00

L.02 0.100 OH Tukang Besi 75,000 85,000 7,500.00 8,500.00

L.04 0.030 OH Mandor 75,000 85,000 2,250.00 2,550.00

311237226.xls 8-air-77



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

B BAHAN

C PERALATAN - -

D Jumlah A + B + C 26,250.00 30,550.00



b) 10 s/d 25 m' Mekanis (penambahan jarak horizontal) 68,612.50 72,160.00

A TENAGA 15,500.00 18,100.00

L.01 0.200 OH Pekerja 55,000 65,000 11,000.00 13,000.00

L.02 0.040 OH Tukang Besi 75,000 85,000 3,000.00 3,400.00

L.04 0.020 OH Mandor 75,000 85,000 1,500.00 1,700.00

B BAHAN

C PERALATAN 46,875.00 47,500.00

0.025 hr Crane 1,875,000 1,900,000 46,875.00 47,500.00

D Jumlah A + B + C 62,375.00 65,600.00



c) 25 m' Mekanis (penambahan jarak horizontal) 80,437.50 85,855.00

A TENAGA 26,250.00 30,550.00

L.01 0.300 OH Pekerja 55,000 65,000 16,500.00 19,500.00

L.02 0.100 OH Tukang Besi 75,000 85,000 7,500.00 8,500.00

L.04 0.030 OH Mandor 75,000 85,000 2,250.00 2,550.00

B BAHAN

C PERALATAN 46,875.00 47,500.00

0.025 hr Crane 1,875,000 1,900,000 46,875.00 47,500.00

D Jumlah A + B + C 73,125.00 78,050.00



d) 4 m' Mekanis (penambahan tiap 4 m' jarak vertikal) 80,437.50 85,855.00

A TENAGA 26,250.00 30,550.00

L.01 0.300 OH Pekerja 55,000 65,000 16,500.00 19,500.00

L.02 0.100 OH Tukang Besi 75,000 85,000 7,500.00 8,500.00

L.04 0.030 OH Mandor 75,000 85,000 2,250.00 2,550.00

B BAHAN

C PERALATAN 46,875.00 47,500.00

0.025 hr Crane 1,875,000 1,900,000 46,875.00 47,500.00

D Jumlah A + B + C 73,125.00 78,050.00




90/78

9-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

PEKERJAAN BEKISTING


dg multipleks 12 mm atau 18 mm (tanpa perancah)

A TENAGA 46,000.00 51,750.00

L.01 0.500 OH Pekerja 50,000 55,000 25,000.00 27,500.00

L.02 0.250 OH Tukang kayu 65,000 75,000 16,250.00 18,750.00


L.04 0.050 OH Mandor 60,000 70,000 3,000.00 3,500.00

B BAHAN 51,450.00 53,900.00

0.245 lbr Multipleks 18 mm 210,000 220,000 51,450.00 53,900.00

0.014 m3 Kaso 5/7x 4.00 4,500,000 4,600,000 60,750.00 62,100.00

0.250 kg Paku 14,000 16,000 3,500.00 4,000.00

0.200 ltr Minyak Beton 9,000 10,000 1,800.00 2,000.00

C PERALATAN - -

- -

D Jumlah A + B + C 97,450.00 105,650.00



catatan : bahan digunakan lebih dari satu kali,

koef. Multipleks koef.kaso

yang ke-1 0.3500 0.0200

yang ke-2 0.2450 0.0135

yang ke-3 0.2100 0.0113


dengan papan ukuran 3/20 (tanpa perancah)

A TENAGA 55,200.00 62,100.00

L.01 0.600 OH Pekerja 50,000 55,000 30,000.00 33,000.00

L.02 0.300 OH Tukang kayu 65,000 75,000 19,500.00 22,500.00


L.04 0.060 OH Mandor 60,000 70,000 3,600.00 4,200.00

B BAHAN 134,400.00 142,800.00

0.0280 m3 Papan 2/30 4,800,000 5,100,000 134,400.00 142,800.00

0.0135 m3 Kaso 5/7x 4.00 4,500,000 4,600,000 60,750.00 62,100.00

0.4000 kg Paku 14,000 16,000 5,600.00 6,400.00

0.2000 ltr Minyak Beton 9,000 10,000 1,800.00 2,000.00

C PERALATAN - -

- -

D Jumlah A + B + C 189,600.00 204,900.00



catatan : bahan digunakan lebih dari satu kali, koef. papan koef.kaso

yang ke-1 0.0400 0.0200

yang ke-2 0.0280 0.0135

yang ke-3 0.0240 0.0113

3 B.23 1 m2 Bekisting untuk permukaan beton expose 272,063.00 293,216.00

dg multipleks 12 / 18 mm & kaso 5/7 (tanpa perancah)

A TENAGA 113,130.00 127,320.00

L.01 1.200 OH Pekerja 50,000 55,000 60,000.00 66,000.00

L.02 0.600 OH Tukang kayu 65,000 75,000 39,000.00 45,000.00


L.04 0.120 OH Mandor 60,000 70,000 7,200.00 8,400.00

B BAHAN 134,200.00 139,240.00

0.2450 lbr multipleks 18 mm 210,000 220,000 51,450.00 53,900.00

0.0169 m3 Kaso 5/7x 4.00 4,500,000 4,600,000 76,050.00 77,740.00

0.3500 kg Paku 14,000 16,000 4,900.00 5,600.00

0.2000 ltr Minyak Beton 9,000 10,000 1,800.00 2,000.00


90/79

9-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

C PERALATAN - -

- -

D Jumlah A + B + C 247,330.00 266,560.00



catatan : bahan digunakan lebih dari satu kali, koef. multipleks koef.kaso

yang ke-1 0.3500 0.0250

yang ke-2 0.2450 0.0169

yang ke-3 0.2100 0.0142

4 B.24 1 m2 Perancah Beksiting kaso 5/7 tinggi 4m' 452,155.00 475,310.00

A TENAGA 102,400.00 116,000.00

L.01 0.800 OH Pekerja 50,000 55,000 40,000.00 44,000.00

L.02 0.800 OH Tukang kayu 65,000 75,000 52,000.00 60,000.00


L.04 0.080 OH Mandor 60,000 70,000 4,800.00 5,600.00

B BAHAN 308,650.00 316,100.00

0.0675 m3 Kaso 5/7x 4.00 4,500,000 4,600,000 303,750.00 310,500.00

0.3500 kg Paku 14,000 16,000 4,900.00 5,600.00

C PERALATAN - -

- -

D Jumlah A + B + C 411,050.00 432,100.00



catatan : bahan digunakan lebih dari satu kali, koef.kaso

yang ke-1 0.1000

yang ke-2 0.0675

yang ke-3 0.0567

5 B.25 1 m2 229,790.00 255,860.00

A TENAGA 128,000.00 145,000.00

L.01 1.000 OH Pekerja 50,000 55,000 50,000.00 55,000.00

L.02 1.000 OH Tukang kayu 65,000 75,000 65,000.00 75,000.00


L.04 0.100 OH Mandor 60,000 70,000 6,000.00 7,000.00

B BAHAN 80,900.00 87,600.00

4.0000 bt 19,000 20,500 76,000.00 82,000.00

0.3500 kg Paku 14,000 16,000 4,900.00 5,600.00

C PERALATAN - -

- -

D Jumlah A + B + C 208,900.00 232,600.00



catatan : bahan digunakan lebih dari satu kali, dolken yg digunakan

yang ke-1 8.0000 btg



6 B.26 1 m2 Bekisting balok beton biasa dg multipleks 12/18 mm 592,460.00 614,130.00

Tanpa perancah

A TENAGA 55,200.00 62,100.00

L.01 0.600 OH Pekerja 50,000 55,000 30,000.00 33,000.00

L.02 0.300 OH Tukang kayu 65,000 75,000 19,500.00 22,500.00


L.04 0.060 OH Mandor 60,000 70,000 3,600.00 4,200.00

B BAHAN 483,400.00 496,200.00


0.0945 m3 Kaso 5/7x 4.00 4,500,000 4,600,000 425,250.00 434,700.00

0.3500 kg Paku 14,000 16,000 4,900.00 5,600.00

0.2000 ltr Minyak Beton 9,000 10,000 1,800.00 2,000.00

Perancah Beksiting kayu dolken Ø 8 - 10 cm tinggi 4m'

Kayu Dolken Ø 8 - 10 cm tinggi 4 m'


90/80

9-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

C PERALATAN - -

- -

D Jumlah A + B + C 538,600.00 558,300.00



catatan : bahan digunakan lebih dari satu kali, koef multipleks koef.kaso

yang ke-1 0.3500 0.1400

yang ke-2 0.2450 0.0945

yang ke-3 0.2100 0.0794

7 B.27 1 m2 Beksiting balok dengan kaso 5/7 tinggi 4m' 557,645.00 580,030.00

A TENAGA 76,800.00 87,000.00

L.01 0.600 OH Pekerja 50,000 55,000 30,000.00 33,000.00

L.02 0.600 OH Tukang kayu 65,000 75,000 39,000.00 45,000.00


L.04 0.060 OH Mandor 60,000 70,000 3,600.00 4,200.00

B BAHAN 430,150.00 440,300.00

0.0945 m3 Kaso 5/7x 4.00 4,500,000 4,600,000 425,250.00 434,700.00

0.3500 kg Paku 14,000 16,000 4,900.00 5,600.00

C PERALATAN - -

- -

D Jumlah A + B + C 506,950.00 527,300.00



catatan : bahan digunakan lebih dari satu kali, koef.kaso

yang ke-1 0.1400

yang ke-2 0.0945

yang ke-3 0.0794

8 B.28 1 m2 183,238.00 203,170.00

A TENAGA 85,680.00 97,100.00

L.01 0.660 OH Pekerja 50,000 55,000 33,000.00 36,300.00

L.02 0.660 OH Tukang kayu 65,000 75,000 42,900.00 49,500.00


L.04 0.086 OH Mandor 60,000 70,000 5,160.00 6,020.00

B BAHAN 80,900.00 87,600.00

4.0000 bt 19,000 20,500 76,000.00 82,000.00

0.3500 kg Paku 14,000 16,000 4,900.00 5,600.00

C PERALATAN - -

- -

D Jumlah A + B + C 166,580.00 184,700.00



catatan : bahan digunakan lebih dari satu kali, dolken yg digunakan




9 B.29 1 m2 Bekisting Kolom beton biasa dg multipleks 12/18 mm 592,460.00 614,130.00

A TENAGA 55,200.00 62,100.00

L.01 0.600 OH Pekerja 50,000 55,000 30,000.00 33,000.00

L.02 0.300 OH Tukang kayu 65,000 75,000 19,500.00 22,500.00


L.04 0.060 OH Mandor 60,000 70,000 3,600.00 4,200.00

B BAHAN 483,400.00 496,200.00


0.0945 m3 Kaso 5/7x 4.00 4,500,000 4,600,000 425,250.00 434,700.00

0.3500 kg Paku 14,000 16,000 4,900.00 5,600.00

0.2000 ltr Minyak Beton 9,000 10,000 1,800.00 2,000.00

Perancah Beksiting kayu dolken Ø 8 - 10 cm tinggi 4m'

Kayu Dolken Ø 8 - 10 cm tinggi 4 m'


90/81

9-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

C PERALATAN - -

- -

D Jumlah A + B + C 538,600.00 558,300.00



catatan : bahan digunakan lebih dari satu kali, koef multipleks koef.kaso

yang ke-1 0.3500 0.1400

yang ke-2 0.2450 0.0945

yang ke-3 0.2100 0.0794

10 B.30 1 m2 Bekisting Kolom beton biasa dg papan uk.3/20 cm 671,297.00 699,116.00

A TENAGA 60,720.00 68,310.00

L.01 0.660 OH Pekerja 50,000 55,000 33,000.00 36,300.00

L.02 0.330 OH Tukang kayu 65,000 75,000 21,450.00 24,750.00


L.04 0.066 OH Mandor 60,000 70,000 3,960.00 4,620.00

B BAHAN 549,550.00 567,250.00

0.0245 m3 papan kayu uk 3/20 0.03 4,800,000 5,100,000 117,600.00 124,950.00

0.0945 m3 Kaso 5/7x 4.00 0.2 4,500,000 4,600,000 425,250.00 434,700.00

0.3500 kg Paku 4 14,000 16,000 4,900.00 5,600.00

0.2000 ltr Minyak Beton 0.024 9,000 10,000 1,800.00 2,000.00

C PERALATAN - -

- -

D Jumlah A + B + C 610,270.00 635,560.00



catatan : bahan digunakan lebih dari satu kali, papan koef.kaso

yang ke-1 0.0400 0.1800

yang ke-2 0.0280 0.1220

yang ke-3 0.0240 0.1020



A TENAGA 71,020.00 80,460.00

L.01 0.560 OH Pekerja 50,000 55,000 28,000.00 30,800.00

L.02 0.580 OH Tukang kayu 65,000 75,000 37,700.00 43,500.00


L.04 0.056 OH Mandor 60,000 70,000 3,360.00 3,920.00

B BAHAN 482,000.00 494,600.00

0.2450 lbr Multipleks 12 cm / 18 cm 210,000 220,000 51,450.00 53,900.00

0.0945 m3 Kaso 5/7x 4.00 4,500,000 4,600,000 425,250.00 434,700.00

0.2500 kg Paku 14,000 16,000 3,500.00 4,000.00

0.2000 ltr Minyak Beton 9,000 10,000 1,800.00 2,000.00

C PERALATAN - -

- -

D Jumlah A + B + C 553,020.00 575,060.00



catatan : bahan digunakan lebih dari satu kali, multipleks koef.kaso

yang ke-1 0.3500 0.1400

yang ke-2 0.2450 0.0945

yang ke-3 0.2100 0.0794


90/82

9-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8


Papan 3/20 cm

A TENAGA 57,040.00 64,170.00

L.01 0.620 OH Pekerja 50,000 55,000 31,000.00 34,100.00

L.02 0.310 OH Tukang kayu 65,000 75,000 20,150.00 23,250.00


L.04 0.062 OH Mandor 60,000 70,000 3,720.00 4,340.00

B BAHAN 690,800.00 712,400.00

0.0280 lbr Papan 3/20 cm 4,800,000 5,100,000 134,400.00 142,800.00

0.1220 m3 Kaso 5/7x 4.00 4,500,000 4,600,000 549,000.00 561,200.00

0.4000 kg Paku 14,000 16,000 5,600.00 6,400.00

0.2000 ltr Minyak Beton 9,000 10,000 1,800.00 2,000.00

C PERALATAN - -

- -

D Jumlah A + B + C 747,840.00 776,570.00




yang ke-1 0.0400 0.1800

yang ke-2 0.0280 0.1220

yang ke-3 0.0240 0.1020



A TENAGA 71,020.00 80,460.00

L.01 0.560 OH Pekerja 50,000 55,000 28,000.00 30,800.00

L.02 0.580 OH Tukang kayu 65,000 75,000 37,700.00 43,500.00


L.04 0.056 OH Mandor 60,000 70,000 3,360.00 3,920.00

B BAHAN 482,000.00 494,600.00

0.2450 lbr Multipleks 12 cm / 18 cm 210,000 220,000 51,450.00 53,900.00

0.0945 m3 Kaso 5/7x 4.00 4,500,000 4,600,000 425,250.00 434,700.00

0.2500 kg Paku 14,000 16,000 3,500.00 4,000.00

0.2000 ltr Minyak Beton 9,000 10,000 1,800.00 2,000.00

C PERALATAN - -

- -

D Jumlah A + B + C 553,020.00 575,060.00



catatan : bahan digunakan lebih dari satu kali, multipleks koef.kaso

yang ke-1 0.3500 0.1400

yang ke-2 0.2450 0.0945

yang ke-3 0.2100 0.0794


Papan 3/20 cm

A TENAGA 49,680.00 55,890.00

L.01 0.540 OH Pekerja 50,000 55,000 27,000.00 29,700.00

L.02 0.270 OH Tukang kayu 65,000 75,000 17,550.00 20,250.00


L.04 0.054 OH Mandor 60,000 70,000 3,240.00 3,780.00

B BAHAN 690,800.00 712,400.00

0.0280 lbr Papan 3/20 cm 4,800,000 5,100,000 134,400.00 142,800.00

0.1220 m3 Kaso 5/7x 4.00 4,500,000 4,600,000 549,000.00 561,200.00

0.4000 kg Paku 14,000 16,000 5,600.00 6,400.00

0.2000 ltr Minyak Beton 9,000 10,000 1,800.00 2,000.00


90/83

9-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

C PERALATAN - -

- -

D Jumlah A + B + C 740,480.00 768,290.00




yang ke-1 0.0400 0.1800

yang ke-2 0.0280 0.1220

yang ke-3 0.0240 0.1020

BONGKAR BEKISTING

Bongkar Beksiting tiap m2 diambil untuk kondisi biasa 10% - 15% dari Upah Kerja Pemasangan

untuk pembongkaran material pakai ulang maka biaya bongkar 20% - 25% dari Upah Pemasangan

Jika tidak ditentukan lain dapat menggunakan acuan sebagai berikut :


dan membersihkan puing-puing

A TENAGA 2,240.00 2,480.00

L.01 0.040 OH Pekerja 50,000 55,000 2,000.00 2,200.00

L.04 0.004 OH Mandor 60,000 70,000 240.00 280.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 2,240.00 2,480.00




dengan hati-hati

A TENAGA 5,600.00 6,200.00

L.01 0.100 OH Pekerja 50,000 55,000 5,000.00 5,500.00

L.04 0.010 OH Mandor 60,000 70,000 600.00 700.00

B BAHAN - -

C PERALATAN - -

D Jumlah A + B + C 5,600.00 6,200.00



KOEFISIEN UNT ANALISIS HARGA SATUAN PEKERJAAN PELAKSANAAN CURING

ada berbagai cara pelaksanaan curing beton diantaranya :

menggenangi atau menyiram permukaan beton, dan dengan uap (steam).

Jika tidak ditentukan dapat menggunakan acuan sebagai berikut

17 B.37 100 m2 Menggenangi air permukaan beton 129,140.00 144,980.00

A TENAGA 42,400.00 46,800.00

L.01 0.800 OH Pekerja 50,000 55,000 40,000.00 44,000.00

L.04 0.040 OH Mandor 60,000 70,000 2,400.00 2,800.00

B BAHAN 75,000.00 85,000.00

5.000 m3 Air 15,000 17,000 75,000.00 85,000.00

C PERALATAN - -

D Jumlah A + B + C 117,400.00 131,800.00




90/84

9-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8


a) Memasang terpal / karung goni basah

A TENAGA 44,800.00 49,600.00

L.01 0.800 OH Pekerja 50,000 55,000 40,000.00 44,000.00

L.04 0.080 OH Mandor 60,000 70,000 4,800.00 5,600.00

B BAHAN 51,000.00 56,100.00

102.000 m2 karung goni 500 550 51,000.00 56,100.00

C PERALATAN - -

D Jumlah A + B + C 95,800.00 105,700.00




b) dengan air selama 4 hari

A TENAGA 106,000.00 117,000.00

L.01 2.000 OH Pekerja 50,000 55,000 100,000.00 110,000.00

L.04 0.100 OH Mandor 60,000 70,000 6,000.00 7,000.00

B BAHAN 300,000.00 340,000.00

20.000 m3 Air 15,000 17,000 300,000.00 340,000.00

C PERALATAN - -

D Jumlah A + B + C 406,000.00 457,000.00



file:///var/www/apps/conversion/tmp/scratch_3/311237226.xls90/85

10-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

AHSP (ANALISA HARGA SATUAN PEKERJAAN)

PEMANCANGAN SECARA MANUAL / TANPA MESIN MENGGUNAKAN TRIPOD DAN HAMMER


A TENAGA 17,910.00 20,962.00

L.01 0.249 OH Pekerja 55,000 65,000 13,695.00 16,185.00

L.02 0.031 OH Tukang batu 75,000 85,000 2,340.00 2,652.00

L.04 0.025 OH Mandor 75,000 85,000 1,875.00 2,125.00

B BAHAN 21,000.00 26,250.00

1.0500 m' 20,000 25,000 21,000.00 26,250.00

C PERALATAN 21,860.00 24,984.00

0.0312 hr Tripod tinggi 5 m' 150,000 160,000 4,680.00 4,992.00

0.0312 hr Hammer 1 - 2 ton (manual) 150,000 160,000 4,680.00 4,992.00

0.25 bh Alat Penyambung Tiang Pancang 50,000 60,000 12,500.00 15,000.00

D Jumlah A + B + C 60,770.00 72,196.00



2 F.02 1 m' 112,794.00 131,752.50

A TENAGA 14,265.00 16,615.00

L.01 0.168 OH Pekerja 55,000 65,000 9,240.00 10,920.00

L.02 0.021 OH Tukang batu 75,000 85,000 1,575.00 1,785.00

L.02 0.021 OH Tukang Listrik 75,000 85,000 1,575.00 1,785.00

L.04 0.025 OH Mandor 75,000 85,000 1,875.00 2,125.00

B BAHAN 80,400.00 94,550.00

1.020 m' 70,000 81,667 71,400.00 83,300.00

0.150 kg Kawat Las Listrik 60,000 75,000 9,000.00 11,250.00

C PERALATAN 7,875.00 8,610.00



0.021 hr Las listrik diesel (termasuk solar) 75,000 90,000 1,575.00 1,890.00

D Jumlah A + B + C 102,540.00 119,775.00




A TENAGA 12,690.00 14,830.00

L.01 0.168 OH Pekerja 55,000 65,000 9,240.00 10,920.00

L.02 0.021 OH Tukang batu 75,000 85,000 1,575.00 1,785.00

L.04 0.025 OH Mandor 75,000 85,000 1,875.00 2,125.00

B BAHAN 209,566.36 232,983.19

1.030 m' Tiang pancang beton bertulang 30 x 30 cm 203,462 226,197 209,566.36 232,983.19

- -

C PERALATAN 34,360.00 37,484.00



0.2500 hr Alat Penyambung tiang pancang 100,000 110,000 25,000.00 27,500.00

D Jumlah A + B + C 256,616.36 285,297.19




A TENAGA 30,246.50 35,401.50

L.01 0.4208 OH Pekerja 55,000 65,000 23,144.00 27,352.00

L.02 0.0526 OH Tukang batu 75,000 85,000 3,945.00 4,471.00

L.04 0.0421 OH Mandor 75,000 85,000 3,157.50 3,578.50

Kayu dolken Ø 15 - 20 cm

Tiang pancang baja pipa atau kotak Ø 30cm

Tiang pancang baja pipa Ø 30 cm


10-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

B BAHAN 372,562.42 414,192.34


- -

C PERALATAN 40,780.00 44,332.00



0.2500 hr Alat Penyambung tiang pancang 100,000 110,000 25,000.00 27,500.00

D Jumlah A + B + C 443,588.92 493,925.84



5 F.05 1 m' 292,875.00 359,865.00

A TENAGA 28,750.00 33,650.00

L.01 0.400 OH Pekerja 55,000 65,000 22,000.00 26,000.00

L.02 0.050 OH Tukang batu 75,000 85,000 3,750.00 4,250.00

L.04 0.040 OH Mandor 75,000 85,000 3,000.00 3,400.00

B BAHAN 210,000.00 262,500.00

10.5000 m' 20,000 25,000 210,000.00 262,500.00

C PERALATAN 27,500.00 31,000.00




D Jumlah A + B + C 266,250.00 327,150.00



6 F.06 1 m' Turap Baja Profil Larsen 87,545.70 96,477.70

A TENAGA 13,517.00 15,763.00

L.01 0.1664 OH Pekerja 55,000 65,000 9,152.00 10,816.00

L.02 0.0208 OH Tukang batu 75,000 85,000 1,560.00 1,768.00

L.02 0.0208 OH Tukang Listrik 75,000 85,000 1,560.00 1,768.00

L.04 0.0166 OH Mandor 75,000 85,000 1,245.00 1,411.00

B BAHAN 57,750.00 63,000.00

1.050 m' Turap Baja Profil Larsen lebar 350 mm 55,000 60,000 57,750.00 63,000.00

- -

C PERALATAN 8,320.00 8,944.00




D Jumlah A + B + C 79,587.00 87,707.00




A TENAGA 9,605.50 11,242.50

L.01 0.1336 OH Pekerja 55,000 65,000 7,348.00 8,684.00

L.02 0.0167 OH Tukang batu 75,000 85,000 1,252.50 1,419.50

L.04 0.0134 OH Mandor 75,000 85,000 1,005.00 1,139.00

B BAHAN 82,400.00 87,550.00

1.0300 m' Beton bertulang precast 80,000 85,000 82,400.00 87,550.00

C PERALATAN 17,510.00 20,344.00




Turap Kayu Dolken Ø 8 - 10 cm



10-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

D Jumlah A + B + C 109,515.50 119,136.50




A TENAGA 14,375.00 16,825.00

L.01 0.2000 OH Pekerja 55,000 65,000 11,000.00 13,000.00

L.02 0.0250 OH Tukang batu 75,000 85,000 1,875.00 2,125.00

L.04 0.0200 OH Mandor 75,000 85,000 1,500.00 1,700.00

B BAHAN 139,050.00 149,350.00


C PERALATAN 20,000.00 23,000.00




D Jumlah A + B + C 173,425.00 189,175.00




A TENAGA 14,375.00 16,825.00

L.01 0.2000 OH Pekerja 55,000 65,000 11,000.00 13,000.00

L.02 0.0250 OH Tukang batu 75,000 85,000 1,875.00 2,125.00

L.04 0.0200 OH Mandor 75,000 85,000 1,500.00 1,700.00

B BAHAN 257,500.00 278,100.00


C PERALATAN 20,000.00 23,000.00




D Jumlah A + B + C 291,875.00 317,925.00



AHSP Pemancangan Secara Mekanis


A TENAGA 6,630.00 7,670.00

L.01 0.0520 OH Pekerja 55,000 65,000 2,860.00 3,380.00

L.02 0.0104 OH Tukang 75,000 85,000 780.00 884.00

L.04 0.0052 OH Mandor 75,000 85,000 390.00 442.00

L.05 0.0104 Oh Operator Crane 150,000 175,000 1,560.00 1,820.00

L.06 0.0104 OH Pembantu Operator 100,000 110,000 1,040.00 1,144.00

B BAHAN 33,600.00 35,700.00

1.0500 m' 32,000 34,000 33,600.00 35,700.00

C PERALATAN 27,060.00 31,016.00

0.0728 jam Crane 5 - 10 ton 125,000 135,000 9,100.00 9,828.00

0.0728 jam Hammer 2 ton 75,000 85,000 5,460.00 6,188.00


D Jumlah A + B + C 67,290.00 74,386.00





10-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

11 F.11 1 m' 106,880.95 124,690.87

A TENAGA 4,665.00 5,373.50

L.01 0.0345 OH Pekerja 55,000 65,000 1,897.50 2,242.50

L.02 0.0069 OH Tukang 75,000 85,000 517.50 586.50

L.02 0.0069 OH Tukang Las Listrik 75,000 85,000 517.50 586.50

L.05 0.0035 Oh Operator Crane 150,000 175,000 525.00 612.50

L.06 0.0069 OH Pembantu Operator 100,000 110,000 690.00 759.00

L.04 0.0069 OH Mandor 75,000 85,000 517.50 586.50

B BAHAN 79,700.00 93,733.33

1.010 m' 70,000 81,667 70,700.00 82,483.33

0.150 kg Kawat Las Kistrik 60,000 75,000 9,000.00 11,250.00

C PERALATAN 12,799.50 14,248.50

0.0483 jam Crane 5 - 10 ton 125,000 135,000 6,037.50 6,520.50

0.0483 jam Hammer 2 ton 75,000 85,000 3,622.50 4,105.50


D Jumlah A + B + C 97,164.50 113,355.33




A TENAGA 5,505.00 6,325.50

L.01 0.0345 OH Pekerja 55,000 65,000 1,897.50 2,242.50

L.02 0.0069 OH Tukang 75,000 85,000 517.50 586.50

L.04 0.025 OH Mandor 75,000 85,000 1,875.00 2,125.00



B BAHAN 209,566.36 232,983.19


- -

C PERALATAN 32,520.00 36,476.00

0.0728 jam Crane 5 - 10 ton 125,000 135,000 9,100.00 9,828.00

0.0728 jam Hammer 2 ton 150,000 160,000 10,920.00 11,648.00

0.2500 bh Alat Penyambung tiang pancang 50,000 60,000 12,500.00 15,000.00

D Jumlah A + B + C 247,591.36 275,784.69




A TENAGA 12,052.50 13,943.00

L.01 0.0945 OH Pekerja 55,000 65,000 5,197.50 6,142.50

L.02 0.0189 OH Tukang 75,000 85,000 1,417.50 1,606.50

L.04 0.0095 OH Mandor 75,000 85,000 712.50 807.50



B BAHAN 372,562.42 414,192.34


- -

C PERALATAN 44,647.50 49,485.50

0.1169 jam Crane 5 - 10 ton 125,000 135,000 14,612.50 15,781.50

0.1169 jam Hammer 2 ton 150,000 160,000 17,535.00 18,704.00


D Jumlah A + B + C 429,262.42 477,620.84



Tiang pancang baja pipa atau kotak Ø 30cm

Tiang pancang baja pipa Ø 30 cm


10-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8

14 F.14 1 m' YURIFAM 70,067.25 77,804.10

A TENAGA 10,650.00 12,320.50

L.01 0.0835 OH Pekerja 55,000 65,000 4,592.50 5,427.50

L.02 0.0167 OH Tukang 75,000 85,000 1,252.50 1,419.50

L.04 0.0084 OH Mandor 75,000 85,000 630.00 714.00



B BAHAN 8,400.00 8,925.00

1.050 m' 8,000 8,500 8,400.00 8,925.00

- -

C PERALATAN 44,647.50 49,485.50

0.1169 jam Crane 5 - 10 ton 125,000 135,000 14,612.50 15,781.50

0.1169 jam Hammer 2 ton 150,000 160,000 17,535.00 18,704.00


D Jumlah A + B + C 63,697.50 70,731.00



15 F.15 1 m' Turap Baja Profil Larsen lebar 350 mm 75,792.75 82,974.10

A TENAGA 4,912.50 5,671.00

L.01 0.0345 OH Pekerja 55,000 65,000 1,897.50 2,242.50

L.02 0.0069 OH Tukang 75,000 85,000 517.50 586.50

L.02 0.0069 OH Tukang Listrik 75,000 85,000 517.50 586.50

L.04 0.0034 OH Mandor 75,000 85,000 255.00 289.00



B BAHAN 57,750.00 63,000.00

1.050 m' Turap Baja Profil Larsen lebar 350 mm 55,000 60,000 57,750.00 63,000.00

- -

C PERALATAN 6,240.00 6,760.00

0.0208 jam Crane 5 - 10 ton 125,000 135,000 2,600.00 2,808.00

0.0208 jam Hammer 2 ton 150,000 160,000 3,120.00 3,328.00

0.0208 jam Las listrik diesel (termasuk solar) 25,000 30,000 520.00 624.00

D Jumlah A + B + C 68,902.50 75,431.00




A TENAGA 3,570.00 4,130.00

L.01 0.0280 OH Pekerja 55,000 65,000 1,540.00 1,820.00

L.02 0.0056 OH Tukang 75,000 85,000 420.00 476.00

L.04 0.0028 OH Mandor 75,000 85,000 210.00 238.00



B BAHAN 82,400.00 87,550.00


C PERALATAN 23,005.00 26,269.00

0.0382 jam Crane 5 - 10 ton 125,000 135,000 4,775.00 5,157.00

0.0382 jam Hammer 1 - 2 ton (manual) 150,000 160,000 5,730.00 6,112.00


D Jumlah A + B + C 108,975.00 117,949.00


F Harga Satuan Pekerjaan (D+E) 10 119,872.50 129,743.90

Turap Kayu Dolken Ø 10 - 12 cm

Kayu Dolken Ø 10 - 12 cm


10-air



Rp Rp Rp Rp

1 2 3 4 5 6 7 8 9 = 4 X 7 10 = 4 X 8


A TENAGA 5,295.00 6,125.50

L.01 0.0415 OH Pekerja 55,000 65,000 2,282.50 2,697.50

L.02 0.0083 OH Tukang 75,000 85,000 622.50 705.50

L.04 0.0042 OH Mandor 75,000 85,000 315.00 357.00



B BAHAN 139,050.00 149,350.00


C PERALATAN 19,375.00 22,375.00




D Jumlah A + B + C 163,720.00 177,850.50




A TENAGA 8,925.00 10,325.00

L.01 0.0700 OH Pekerja 55,000 65,000 3,850.00 4,550.00

L.02 0.0140 OH Tukang 75,000 85,000 1,050.00 1,190.00

L.04 0.0070 OH Mandor 75,000 85,000 525.00 595.00



B BAHAN 257,500.00 278,100.00


C PERALATAN 39,450.00 43,910.00




D Jumlah A + B + C 305,875.00 332,335.00



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