Analisis Harga Upah Dan Bahan Bangunan2

DAFTAR HARGA SATUAN UPAH DAN BAHAN PEKERJAAN PEMBANGUNAN GEDUNG NEGARA NO

URAIAN

HARGA

A 1 2 3 4 5 6 7

HARGA SATUAN UPAH Pekerja Mandor Tukang kayu Kepala Tukang Tukang batu , cat dan besi Masinis Jaga malam

@ @ @ @ @ @ @

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

40,000.00 49,500.00 52,250.00 60,500.00 52,250.00 52,250.00 40,000.00

B

HARGA SATUAN BAHAN I. G A L I A N Tanah timbun /merah Pasir timbun Pasir Pasang Sirtu Kerikil kotor Batu Kerikil (A) cor Batu kali 15 - 20 cm Batu Koral 10 - 12,5 cm Batu pecah 1 - 2 cm Batu pecah 2 - 3 cm Batu pecah 3 - 5 cm Batu pecah 5 - 7 cm Batu bata besar (jumbo) Batu bata mesin Batu krawang 20 x 20 cm Batu mangga Batu kacang Splyt/kepala pasir

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp

44,000.00 51,700.00 78,650.00 82,500.00 148,500.00 104,500.00 114,950.00 217,250.00 175,700.00 167,750.00 151,750.00 400.00 450.00 32,500.00 113,000.00 135,000.00 170 000 00

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

SATUAN

/ / / / / / /

Hari. Hari. Hari. Hari. Hari. Hari. Hari.

/ M³. / M³. / M³. / M³. / M³. / M³. / M³. / M³. / M³. / M³. / M³. / Bh / M³. / M³. / M³. / M³. / M³.

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NO

50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68

URAIAN

III. B E S I / K A W A T Paku biasa Pa Paku seng Paku sumbat Paku asbes/genteng asbes + ring karet Baut seng/asbes + ring karet Besi beton Paku beton Besi strteep 12.2.2 mm Besi profil Jerjak besi Pagar besi strip Pintu pagar besi Pintu harmonika Tian Tiang g bend bender era a besi esi ø 3" Pj 6 m Kawat beton Kawat las Kawat licin Kawat harmonika Kawat nyamuk lokal

HARGA

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp

8,800.00 350.00 400.00 400.00 1,350.00 8,800.00 350.00 27,250.00 11,000.00 211,750.00 242,000.00 325,000.00 450,000.00 250,000.00 8,800.00 3,750.00 15,150.00 30,500.00 10 800 00

SATUAN

/ Kg / Bh / Kg / Bh / Bh / Kg / Bh / Btg / Kg / M2 / M2 / M2 / M2 / Bh / Kg / Bh / Kg / M2 / M2















NO

URAIAN

110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129

Dempul gypsum Screw Gypsum board 6 mm Gypsum board 6 mm Gypsum board 9 mm Gypsum board 9 mm Gypsum Board 12 mm To Top cross Furing channel Wall angel (lokal) Conector Suspension spring clip 5 mm Suspension rod 100 cm 5 mm Besi angel brangket (to concrete) Baut ramset Main runner white Cross tee white Wall angel white Suspension rod 3 mm Suspension clip

HARGA @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

6,400.00 250.00 23,300.00 66,000.00 29,900.00 85,800.00 105,600.00 6,050.00 11,000.00 4,950.00 550.00 1,250.00 1,250.00 950.00 1,250.00 6,050.00 5,500.00 5,400.00 1,250.00 3,650.00

SATUAN / Kg / Bh / M2 / Lbr / M2 / Lbr / Lbr / M' / M' / M' / Bh / Bh / M' / Bh / Bh / M' / M' / M' / Bh / Bh















NO

URAIAN

HARGA

172 173 174 175 176 177 178

Con blok type UNI PAVE warna merah # 8 cm Con blok type DOSEX SIX warna merah # 6 cm Con blok type DOSEX SIX warna merah # 8 cm Con blok type HEXAGON warna merah # 6 cm Con blok type HEXAGON warna merah # 8 cm Kastin uk. 15 x 30 x 40 cm Batu batako

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

2,050.00 1,750.00 1,950.00 1,750.00 1,950.00 19,950.00 2,850.00

179 180 181 182 183 184 185 186 187 188 189 190

VIII. PIPA PVC DAN BESI Pipa PVC (Paralon) kualitet AW Pipa PVC (Paralon) kualitet AW Pipa PVC (Paralon) kualitet AW Pipa PVC (Paralon) kualitet AW Pipa PVC (Paralon) listrik Pipa besi GIP ø 1/2 " Pipa besi GIP ø 3/4 " Pipa besi GIP ø 1 " Pipa besi GIP ø 1 1/4 " Pipa besi GIP ø 1 1/2 " Pipa besi GIP ø 2 " Pompa tangan dragon

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp

27,500.00 36,850.00 148,500.00 247,500.00 6,650.00 73,250.00 99,850.00 146,400.00 166,400.00 186,350.00 236,000.00 330 000 00

ø ø ø ø

1/2" 3/4" 3" 4"

SATUAN / / / / / / /

Bh Bh Bh Bh Bh Bh Bh

/ Btg / Btg / Btg / Btg / Btg / Btg / Btg / Btg / Btg / Btg / Btg / Bh















URAIAN

NO

HARGA

230 231 232 233 234 235 236 237 238 239

Engsel pintu nilon uk. 4 " Engsel jendela cabut uk. 3 " Engsel jendela nilon uk. 3 " Engsel milano uk. 18 " Engsel milano uk. 16 " Engsel pintu lipat (gudang) Grendel pintu Grendel jendela Ha Hak angin Espagnolet

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

11,500.00 7,900.00 10,300.00 75,050.00 66,550.00 38,750.00 5,450.00 4,850.00 4,250.00 78,650.00

240 241 242 243 244 245 246 247 248

XII. AKSESORIS Wall paper falcon Wall paper kingsrtone Wall paper durapot Pengeringan kayu Le L em kayu Kunci laci / lemari Busa K u l it Tikar rotan

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp

54,450.00 78,650.00 94,400.00 219,650.00 26,650.00 10,300.00 151,250.00 66,550.00 90 750 00

SATUAN / Set / Set / Set / Set / Set / Set / Bh / Bh / Set / Set

/ / / / / / / / /

M2 M2 M2 M3 Kg Bh Kg M2 M2















DAFTAR ANALISA PEKERJAAN PEMBANGUNAN GEDUNG NEGARA 1

2

3

4

Anl. A.1

Anl. A.1.1

Anl. A.2

Anl. A.6

1 M3 Galian Tanah : 0.7500 Pekerja 0.0250 Mandor

@ Rp. @ Rp.

40,000.00 49,500.00 Jumlah Dibu Dibula latk tkan an

1 M3 Timbunan kembali : 0.2500 Analisa A1

@ Rp.

31,238.00 = Rp. Jumlah = Rp Rp. Dibu Dibula latk tkan an = Rp. Rp.

1 M3 Galian Tanah keras : 1.0000 Pekerja 0.0330 Mandor

@ Rp. @ Rp.


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

1 M3 Angkut tanah Max. 30 M' : 0.3300 Pekerja 0.0100 Mandor

@ Rp. @ Rp.

40,000.00 49,500.00 Jumlah Dibu Dibula latk tk

= Rp. = Rp. = Rp Rp. =R


















0.0100 0.0250 0.1000

9

Anl. F. 19

60,500.00 3,425,000.00 8,800.00 Jumlah Dibu Dibula latk tkan an

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

1 M2 Rangka Atap Genteng biasa/genteng semen(pasang usuk, reng dan gording) : 0.0150 Pekerja @ Rp. 40,000.00 0.0075 Mandor @ Rp. 49,500.00 0.1000 Tukang @ Rp. 52,250.00 0.0100 Kepala Tukang @ Rp. 60,500.00 0.0110 M3 Kayu Meranti @ Rp. 3,425,000.00 0.1000 Kg Paku Biasa @ Rp. 8,800.00 Jumlah Dibu Dibula latk tkan an

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

M3 Kg

Kepala Tukang Kayu Meranti Paku Biasa

@ Rp. @ Rp. @ Rp.

















15

Anl. F. 33

1 M2 Pintu/jendela Upah : 2.5000 0.1250 7.5000 0.7500

Bahan : 0.0440

16

An l F 3 3 a

M3

panel Pekerja Mandor Tukang Kepala Tukang

@ Rp. @ Rp. @ Rp. @ Rp.

40,000.00 49,500.00 52,250.00 60,500.00

0.5

@ Rp.

543,437.50

x

Kayu Meranti Batu

1 M2 Daun pintu triplek 4 m m double rangka kayu meranti

@ Rp.

= = = = = =

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

5,450,000.00 = Rp. Jumlah = Rp Rp. Dibu Dibula latk tkan an = Rp. Rp.

















0.8000 0.0800

Bahan : 0.0198 0.2000

21

Anl. F. 37.a

M3 Kg

Tukang Kepala Tukang

@ Rp. @ Rp.

52,250.00 60,500.00

0.5

x

@ Rp.

58,533.00

Papan Kayu Meranti Paku Biasa

@ Rp. @ Rp.

3,550,000.00 8,800.00

@ Rp. @ Rp

40,000.00 49 500 00

1 M2 Dinding papan susun sirih Upah : 0.2800 Pekerja 0.0140 Mandor

= = = =

Rp. Rp. Rp. Rp.

= Rp. = Rp. = Rp. Jumlah = Rp Rp. Dibu Dibula latk tkan an = Rp. Rp.

= Rp. = Rp.

















26

27

Anl. F. 60

Anl. G.2

1 M' Memasang cerocok kayu laut 1 btg tinggi 2,5 M Masuk kedalam tanah 1.5 - 2 ø 3 " - 4 " 1.2000 Pekerja 0.0600 Mandor 3.6000 Tukang 0.3600 Kepala Tukang 7.5000 Btg Kayu Laut ø 3 " - 4 " 0.5000 Kg Kawat licin

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

1 M3 Lantai kerja batu kosong 1.5000 Pekerja 0.0750 Mandor 1.1000 M3 Batu koral/batu kali

@ Rp. @ Rp. @ Rp

40,000.00 49,500.00 52,250.00 60,500.00 44,000.00 15,150.00 Jumlah Dibu Dibula latk tkan an

40,000.00 49,500.00 114 950 00

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

= Rp. = Rp. = Rp.

















8.5000 0.5400

35

Anl. G. G.41.a

Zak M3

1 M3 Beton cor 1 : 6.0000 0.3000 1.0000 0.1000 0.7800 M3 9.6857 Zak 0.4650 M3

Semen PC Pasir Pasang

@ Rp. @ Rp.



1.5 : 2.5 Pekerja Mandor Tukang Kepala Tukang Batu Kerikil (A) Semen PC Pasir Pasang

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

40,000.00 49,500.00 52,250.00 60,500.00 148,500.00 33,000.00 78,650.00 Jumlah Dibu Dibula latk tkan an

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



















0.0200 0.1500

Mandor Tukang

@ Rp. @ Rp.

49,500.00 52,250.00

= Rp. = Rp.



















0.5000 0.0250

Pekerja Mandor

@ Rp. @ Rp.

40,000.00 49,500.00

= Rp. = Rp.



















0.0250

Kepala Tukang

@ Rp.

60,500.00

= Rp. = Rp.



















Bahan - bahan yang diperlukan : 4.0000 Kg Paku Biasa

@ Rp.

8,800.00

= Rp.



















0.1900 1.3000

M' Bh

Wall Angel (lokal) Conector

@ Rp. @ Rp.

4,950.00 550.00

= Rp. = Rp.





































































































































































































































































35,200.00 1,020,000.00 1,055,200.00 1,431,650.00 1,431,650.00 759,376.00 1,864,344.00 1,431,650.00 4,055,370.00 4,055,370.00

20,000.00 1,237.50 11,000.00 176.00 6,650.00 39,063.50 39,064.00

20,000.00 1,237.50 16,770.60 176.00















940.50 715.00 775.00 775.00 589.00 775.00 217.00 47,817.50 47,818.00

12,000.00 5,225.00 5,566.00 10,120.00 1,080.00 775.00 2,263.00 715.00 589.00 775.00 217.00 39,325.00 39,325.00

12,000.00 5,225.00















49,285.50 2,100.00 67,293.00 67,293.00

4,000.00 247.50 10,450.00 1,210.00 44,550.00 1,400.00 61,857.50 61,858.00

1,000.00 1,306.25 151.25 10,890.00 1,400.00 14,747.50 14,748.00

1,600.00 99.00 1,045.00















12,994.00 3,862.95 16,856.95 16,857.00

19,491.00 16,362.50 1,045.00 36,898.50 36,899.00

12,994.00 10,895.50 1,045.00 24,934.50 24,935.00

6,497.00 4,672.80 11,169.80 11,170.00

19,491.00















647.50 647.50 648.00

2,000.00 495.00 2,495.00 2,495.00

8,000.00 247.50 1,306.25 151.25 9,705.00 9,705.00

8,000.00 495.00 3,135.00 363.00

















300,000.00 18,562.50 1,405,600.00 103,400.00 175,940.00 2,003,502.50 20,035.03 16,695.85 16,696.00

1,210,000.00 1,306,250.00

















52,700.00 5,745.00 8,797.00 60,700.00 1,106,742.00 11,067.42 11,068.00

16,149.00 11,068.00 27,217.00 27,217.00

















DAFTAR HARGA ANALISA 1

Anl. A.1

1 M3 Galian Tanah

Rp.

2

Anl. A.1.1

1 M3 Timbunan Kembali

Rp.

3

Anl. A.2

1 M3 Galian Tanah Keras

Rp.

4

Anl. A.6

1 M3 Angkut Tanha Max. 30 M'

Rp.

5

An A nl. A.18

1 M3 Pasir Urug

Rp.

6

Anl. F.1

1 M3 Gantungan/Rangka plafond

Rp.

















46

Anl. G.67

1 M2 Lantai beton tebal 7 cm campuran 1 : 3 : 6 diplester tebal 6 mm

Rp.

47

Anl. G.68

1 M' Pasang Plint tegel PC 15 x 30 cm

Rp.

48

Anl. G.68.a

1 M' Pasang Plint tegel Keramik 15 x 30

Rp.

49

Anl. G.72

1 M2 Pasang Lantai tegel tahu Uk. 20 x 20 cm

Rp.

50

Anl. G.72.a

1 M2 Pasang Lantai tegel semen uk. 30 x 30 cm

Rp.

51

Anl. G.72.b

1 M2 Pasang Lantai Keramik uk. 10 x 20 cm

Rp.

52

Anl. G.72.c


Rp.

53

Anl. G.72.d


Rp.

















94

Anl. L.5

Membongkar 1 M2 lantai lama berikut membersihkannya

Rp.

95

Anl. L.6

Mengupas plesteran tiap 1 M2

Rp.

95

Anl. L.7

Menurunkan 1 M2 atap genteng/ sirap (jika dipakai kembali)

Rp.

96

Anl. L.7

Menurunkan 1 M2 atap genteng/ sirap (jika tidak dipakai kembali)

Rp.

97

Anl. L.8

Menurunkan 1 M2 atap seng

Rp.

98

Anl. L.9

menurukan rangka atap dari kayu

Rp.

99

Anl. L.11

membongkar 1 M2 loteng, dinding luar, lantai jembatan (dari kayu)

Rp.

bagian atas, bawah dihitung terpisah









































































Kepala Tukang Mandor Pekerja

@ Rp. @ Rp. @ Rp

48,400.00 39,600.00 32,000.00

60,500.00 49,500.00 40,000.00



















DAFTAR ANALISA





































































































































































































































































DAFTAR ANALISA PEKERJAAN PEMBANGUNAN GEDUNG NEGARA 1

4

4

9

Anl. A.1

Anl. A.18a

Anl. A.18b

Anl. F. 19

1 M3 Galian Tanah : 0.7500 Pekerja 0.0250 Mandor

@ Rp. @ Rp.

Jumlah Dibulatkan

= = = =

Rp. Rp. Rp. Rp.

1 M3 Sirtu : 0.3000 0.0100 1.2000 M3

Pekerja Mandor Sirtu

@ Rp. @ Rp. @ Rp.

78,650.00 Jumlah Dibulatkan

= = = = =

Rp. Rp. Rp. Rp. Rp.

1 M3 Tanah timbun : 0.3000 Pekerja 0.0100 Mandor 1.2000 M3 tanah

@ Rp. @ Rp. @ Rp.

44,000.00 Jumlah Dibulatkan

= = = = =

Rp. Rp. Rp. Rp. Rp.

1 M2 Rangka Atap Genteng biasa/genteng semen(pasang usuk, reng dan gording) :















0.5 Bahan : 1.1000 0.0240 1.0000

15

Anl. F. 33

1 M2 Pintu/jendela Upah : 2.5000 0.1250 7.5000 0.7500

Bahan : 0.0440

28

Anl. G.14

M3 M3 Kg

M3

1 M3 Perekat 1 : 2 14.6880 Zak 0.9500 M3

x

Broti Kayu damar laut Papa Pa pan n Kay Kayu u Mer Meran anti ti Ba Batu tu un untu tuk k jel jelus usii Paku Biasa

@ Rp. @ Rp. @ Rp. Rp. @ Rp.

-

= Rp.

5,130,000.00 5,450,000.00 8,800.00

= = = = Jumlah = Dibulatkan =



panel Pekerja Mandor Tukang Kepala Tukang

@ Rp. @ Rp. @ Rp. @ Rp.

-

0.5

@ Rp.

-

Kayu Meranti Batu

@ Rp.

5,450,000.00 = Rp. Jumlah = Rp. Dibulatkan = Rp.

Se S emen PC Pasir pasang

@ Rp. @ Rp.

x

33,000.00 78,650.00 Jumlah Dibulatkan

= = = = = =

= = = =

Rp. Rp. Rp. Rp.















0.0250 0.2500 0.0250 25.0000 0.1419 0.0020 2.4000 0.0230

52

57

Anl. G. 72.d

Mandor Tukang Kepala Tukang Keramik 20 x 20 cm Semen PC Se Semen putih Kapur Pasir Pasang

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

2,200.00 33,000.00 84,700.00 600.00 78,650.00 Jumlah Dibulatkan

= = = = = = = = = =

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

1 M2 Lantai keramik uk. 30 x 30 cm 0.5000 Pekerja 0.0250 Mandor 0.2500 Tukang 0.0250 Kepala Tukang 11.1100 Bh Keramik 30 x 30 cm 0.1419 Zak Se Semen PC 0.0020 Zak Semen putih 2.4000 Kg Kapur 0.0230 M3 Pasir Pasang

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

5,500.00 33,000.00 84,700.00 600.00 78,650.00 Jumlah Dibulatkan

= = = = = = = = = = =

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

Bh Zak Zak Kg M3

Anl nl.. Supl. IV.b 1 M2 Pas. Keramik dinding uk. 20 x 25 cm 1.0000 Pekerja d

@ Rp.

-

= Rp.















2 3

76

78

Anl. H. H.8.b

Anl. H.10

Anl. I2 Anl. F.8

= Rp. = Rp. Jumlah = Rp. Dibulatkan = Rp.

1 M2 Atap Asbes motif genteng 0.1000 Pekerja 0.0050 Mandor 0.2000 Tukang 0.0200 Kepala Tukang 1.1000 Lbr Atap asbes gelombang 4.0000 Bh Paku Seng

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

40,500.00 350.00 Jumlah Dibulatkan

= = = = = = = =

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

1 M' Rabung Genteng Metal 0.0250 Pekerja 0.0025 Tukang 0.0020 Kepala Tukang 0.6000 lbr Rabung Genteng Metal 4.0000 bh paku seng

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

5,900.00 350.00 Jumlah Dibulatkan

= = = = = = =

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















-

94,380.00 94,380.00 94,380.00

52,800.00 52,800.00 52,800.00

















5,643,000.00 130,800.00 8,800.00 5,782,600.00 5,782,600.00 5,782,600.00

-

















55,000.00 4,682.70 169.40 1,440.00 1,808.95 63,101.05 63,102.00

-

















1,232,000.00 1,055,200.00 2,733,426.00 2,733,426.00

44,550.00 1,400.00 45,950.00 45,950.00

















1 4

Anl. A.1 Anl. A.18a Anl. A.18b F. F. F. F. F. F.

TOTAL 24,990.00 104,376.00 62,796.00

UPAH 24,990.00 9,996.00 9,996.00

BAHAN 94,380.00 52,800.00

9 10 11 12 13 15

Anl. A n l. Anl. Anl. Anl. A n l.

19 21 22 27 27.a 33

43,996.00 182,107.00 6,338,600.00 6,686,400.00 6,826,000.00 457,175.00

5,441.00 46,827.00 695,600.00 1,043,400.00 1,043,400.00 217,375.00

38,555.00 135,280.00 5,643,000.00 5,643,000.00 5,782,600.00 239,800.00

28 32 38

Anl. G.14 Anl. G.32.h Anl. G.44

559,422.00 647,290.00 589,777.00

222,870.00 227,200.00

559,422.00 424,420.00 362,577.00

















RENCANA ANGGARAN BIAYA PEKERJAAN : PEMBANGUNAN KANTIN FAKULTAS TEKNIK UNIVERSITAS NEGERI MEDAN NO

RINCIAN PEKERJAAN DAN KEGIATAN

ANALISA

VOLUME

SAT TOTAL

I 1 2 3

PEKERJAAN P EN ENDAHULUAN PENEBANGAN POHON / PEMBERSIHAN PENGUKURAN KEMBALI / BOWPLANK PENYEDIAAN AIR KERJA

LS LS LS

II 1 2 3

PEKE PEKERJ RJAA AAN N TAN TANAH AH DAN DAN POND PONDAS ASI I GALIAN TANAH PONDASI COR PONDASI 1:3:5 TIMBUNAN TANAH

A.1 G.44 A.18b

III III 1

PEKE PEKERJ RJAA AAN N BATU BATU DAN DAN BETO BETON N PEK. COR SLOOF, KOLOM DAN RING B

SUPL. V

1.00 1.00 1.00

HARGA SATUAN Rp. UPAH

-

250,000.00 200,000.00 500,000.00

12.60 9.45 30.00

M3 M3 M3

24,990.00 589,777.00 62,796.00

4.30

M3

3,790,981.00

BAHAN

JUMLAH HARGA Rp.

HARGA UPAH Rp.

250,000.00 200,000.00 500,000.00 JUMLAH

250,000.00 200,000.00 500,000.00 950,000.00

-

24,990.00 227,200.00 9,996.00

362,577.00 52,800.00 JUMLAH

314,874.00 5,573,392.65 1,883,880.00 7,772,146.65

314,874.00 2,147,040.00 299,880.00 2,761,794.00

1,057,555.00

2,733,426.00

16,301,218.30

4,547,486.50





































RENCANA ANGGARAN BIAYA PEKERJAAN : PEMBANGUNAN KANTIN FAKULTAS TEKNIK UNIVERSITAS NEGERI MEDAN



















RENCANA ANGGARAN BIAYA PEKERJAAN : PEMBANGUNAN KANTIN FAKULTAS TEKNIK UNIVERSITAS NEGERI MEDAN



















PENAWARAN I Pagu

%

KANTIN TEKNIK

150,000.000

UKM

700,000.000

LANSCAPE MESIN KANTIN LAMA

200,000.000

250,000.000

PARKIR FIP

JUMLAH

173,746.000

1,473,746.000



















221,061.900

Analisis Harga Upah Dan Bahan Bangunan2

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