ANALISA VOLUME PEKERJAANPEMBANGUNAN RUMAH DUA LANTAI

PEKERJAAN PERSIAPAN

NO. ITEM PEKERJAAN SATUAN URAIAN PERHITUNGAN JUMLAH TOTAL

1 PEMBERSIHAN LAHANa = 22 m 1 352 m²b = 16 mA = a x b

= 352 m²

2 PEMBUATAN BEDENGa = 3 m 1 9 m²b = 3 mL = a x b A = 9 m²

3 PEMBUATAN PAGAR PROYEKm a = 22 m 1 76 m

b = 16 mA = 2a +2 b

= 76 m

4 PEMBUATAN BOUWPLANKm a = 19.4 m 1 271.600 m

b = 14 mA = a x b

= 271.600 m

m²

m²

22 m

16 m

3m

3m

22 m

16 m

20,6 m

12.15 m

PEKERJAAN TANAH

NO. ITEM PEKERJAAN SATUAN URAIAN PERHITUNGAN JUMLAH TOTAL

A. GALIAN1 GALIAN TANAH PONDASI BATU KALI

a = 0.6 m 1 3.6975 m³b = 0.85 mL = 7.25 m

V = a x b x L= 3.6975 m³

2 GALIAN TANAH PONDASI SUMURANa = 1.15 m 17 14.663 m³b = 0.25 mt = 3 m

V = a x b x t= 0.862 m³

3 GALIAN TANAH SEPTIC TANKa = 1.5 m 1 6 m³b = 2 mt = 2 m

V = a x b x t= 6 m³

B. TIMBUNAN1 URUGAN PASIR PONDASI BATU KALI

a = 0.6 m 1 0.213 m³t = 0.05 mL = 7.1 m

V = a x t x L= 0.213 m³

2 URUGAN PASIR PONDASI SUMURANa = 1.15 m 17 14.663 m³b = 0.25 mt = 3 m

V = a x b x t= 0.862 m³

3 URUGAN TANAH PONDASI BATU KALIvtanah = 3.6975 1 1.527vpond. = 2.1705

v = volume galian tanah-volume pondasi batu kali= 1.527

4 URUGAN TANAH PONDASI SUMURANvtanah = 0.862 1 -79.457vpond. = 80.320

v = volume galian tanah-volume pondasi batu kali= -79.457

m³

m³

m³

m³

m³

m³ m³ m³m³

m³

m³ m³ m³m³

m³

1.5 m

2 m

PEKERJAAN PONDASI

NO. ITEM PEKERJAAN SATUAN URAIAN PERHITUNGAN JUMLAH TOTAL

A. PONDASI MENERUS

PONDASI BATU KALI - PASIR URUG 1 2.1705 m³a = 0.6 mt = 0.05 mL = 7.25 m

V1 = a x t x L= 0.2175 m³

-AANSTAMPANGa = 0.6 mt = 0.2 mL = 7.25 m

V2 = a x t x L= 0.87 m³

-PASANGAN BATU KALIa = 0.4 mb = 0.2 mt = 0.4 mL = 7.25 m

V3 = (a + b) x t/2 x L= 0.87 m³

-SLOOFa = 0.15 mt = 0.2 mL = 7.1 m

V4 = a x t x L= 0.213 m³

Vtotal = V1+V2+V3+V4= 2.1705 m³

B. PONDASI SETEMPAT-CINCIN SUMURAN 17 40.035 m³

PONDASI SUMURAN D = 1 mt = 3 m

V1 = 1/4x3,14xD2xT mV1 = 2.355 m³

-BETON CYCLOPEN 17 25.6224 m³D = 0.8 mt = 3 m

V1 = 1/4x3,14xD2xT mV1 = 1.5072 m³

-PILE CAPa = 1.15 mb = 0.25 m 17 14.6625t = 3 m

V3 = a x b x t= 0.862 m³

Vtotal = V1+V2+V3= 80.320

m³

m³

m³

PEKERJAAN PONDASI

NO. ITEM PEKERJAAN SATUAN URAIAN PERHITUNGAN JUMLAH TOTAL

A. SLOOF- SLOOF UKURAN 20 X 30 a = 0.3 m 1 5.340 m³

b = 0.2 mL = 89 m

V = a x b x L= 5.340 m³

- SLOOF UKURAN 15 X 20 a = 0.2 m 1 0.291 m³b = 0.15 mL = 9.7 m

V = a x b x L= 0.291 m³

B. KOLOM- KOLOM LANTAI 1 UKURAN 30 X 40

a = 0.3 m 17 8.160 m³b = 0.4 mt = 4 m

V = a x b x t= 0.480 m³

- KOLOM LANTAI 2 UKURAN 25 X 25a = 0.25 m 17 4.250 m³b = 0.25 mt = 4 m

V = a x b x t= 0.250 m³

- KOLOM PRAKTIS LANTAI 1 & 2 UKURAN 15 X 15a = 0.15 m 27 2.430 m³b = 0.15 mt = 4 m

V = a x b x t= 0.090 m³

C. BALOK- BALOK B1 LANTAI 1 & 2

a = 0.5 m 1 8.040 m³b = 0.2 mL = 80.4 m

V = a x b x L= 8.040 m³

m³

m³

m³

m³

m³

m³

0.3 m

0.2 m

0,30 m

0,40 m

0.25 m

0.25 m

0.15 m

0.15 m0.2 m

0.5 m

0.2 m

0.2 m

0.15 m

- BALOK B2 LANTAI 1 & 2a = 0.2 m 1 0.146 m³b = 0.15 mL = 4.85 m

V = a x b x L= 0.146 m³

D. PELAT LANTAI

A = 271.600 m² 1 38.024t = 0.14 m

V = A X t= 38.024

E. TANGGA

-ANAK TANGGA a = 0.18 m 20 0.7182b = 0.3 mL = 1.33 m

V = (a x b) / 2 x L= 0.036

a = 0.35 m 20 1.117b = 0.12 mL = 1.33 m

V = a x b x L= 0.056

-BORDES a = 1.33 m 1 0.115b = 0.13 mL = 1.33 m

V = a x b x L= 0.115

m³

m³ m³

m³

m³ m³

m³

m³ m³

m³

m³ m³

m³

0.2 m

0.15 m

0.1400

0.1800

0.3000

0.18000.3000

0.3499

0.1200

PEKERJAAN KUDA-KUDA

NO. ITEM PEKERJAAN SATUAN URAIAN PERHITUNGAN JUMLAH TOTAL

1 KUDA-KUDA 8/15 PENAMPANG a/b a = 0.08 m 4 0.51 b = 0.15 m p = 42.28 m V = a x b x p

= 0.51

2 GORDING 6/12 PENAMPANG a/b a = 0.06 m 1 2.23 b = 0.12 m p = 309.3 m V = a x b x p

= 2.23

3 RENG 3/4 m2 luas atap = 224 1 - v reng = luas atap x 0,0072 v reng = 1.6128

4 KASAU 5/7 luas atap = 224 1 - v reng = luas atap x 0,014 v reng = 3.136

4 Listplank (3/20) l 60 A 0.006 26v 0.36p = 104 m

5 Penutup Atap A = 466.48 m2 466.48

m3 m3

m3

m3

m3

m3

m3

m3 m3

m2 m2

= 26 m2

m2 m2

a

b

1331

1015

1530

15

215

615815

535,02

734,02

933,01

1132,01

1530

1015

1530

PEKERJAAN ARSITEKTUR

NO. ITEM PEKERJAAN SATUAN URAIAN PERHITUNGAN JUMLAH TOTAL

1 PEKERJAAN KUSEN, PINTU, & JENDELAKUSEN

-KUSEN PINTU P1 (ALUMINIUM) a = 0.05 m 2 0.035 b = 0.05 mL1 = 2.2 mL2 = 2.4 m

V = (a x b x L1) + (a x b x 2L2)= 0.0175

-KUSEN PINTU P2 (KAYU BANIO 5/15) a = 0.15 m 3 0.115 b = 0.05 mL1 = 0.9 mL2 = 2.1 m

V = (a x b x L1) + (a x b x 2L2)= 0.038

-KUSEN PINTU P3 (KAYU BANIO 5/15) a = 0.15 m 3 0.112 b = 0.05 mL1 = 0.8 mL2 = 2.1 m

V = (a x b x L1) + (a x b x 2L2)= 0.0375

-KUSEN JENDELA J1 (ALUMINIUM) a = 0.05 m 4 0.178 b = 0.05 mL1 = 2.3 mL2 = 0.4 m

V1 = (2 x a x b x L1) + (4 xa x b x L2)= 0.016

a = 0.05 mb = 0.05 mL1 = 2.3 mL2 = 1.75 m

V2 = (2 x a x b x L1) + (4 xa x b x L2)= 0.029

Vtotal = V1 + V2= 0.045

m3 m3

m3

m3 m3

m3

m3 m3

m3

m3 m3

m3

m3

m3

2.2000

2.4000

2.1000

0.9000

2.1000

0.8000

0.8000

0.7000

2.1000

2.3000

0.4000

0.0500

2.3000

0.0500

1.7500

-KUSEN JENDELA J2 (ALUMINIUM) a = 0.05 m 10 0.319 b = 0.05 mL1 = 1.75 mL2 = 0.4 m

V1 = (2 x a x b x L1) + (3 xa x b x L2)= 0.012

a = 0.05 mb = 0.05 mL1 = 1.75 mL2 = 1.52 m

V2 = (2 x a x b x L1) + (3 xa x b x L2)= 0.020

Vtotal = V1 + V2= 0.032

-KUSEN JENDELA J3 (ALUMINIUM) a = 0.05 m 4 0.035 b = 0.05 mL1 = 0.95 mL2 = 0.4 m

V1 = (2 x a x b x L1) + (2 x a x b x L2)= 0.009

PINTU-BINGKAI PINTU P1 (ALUMINIUM) a = 0.05 m 2 0.035

b = 0.05 mL1 = 2.2 mL2 = 2.4 m

V = (a x b x L1) + (a x b x 2L2)= 0.0175

2 PEKERJAAN DINDING P = 79.3 m vPnJ =-LANTAI 1 t = 4 m

tebal = 0.15 mv = 47.580

m3 m3

m3

m3

m3

m3 m3

m3

m3 m3

m3

m3

1.7500

0.4000

0.0500

1.7500

1.5200

0.0500

0.9500

0.4000

0.0500

PEKERJAAN ELEKTRIKAL PLUMBING

NO. ITEM PEKERJAAN SATUAN URAIAN PERHITUNGAN JUMLAH TOTAL

A ELEKTRIKAL

PEMASANGAN SEKRING Unit 1 1.000 Unit

PEMASANGAN TITIK LAMPU Unit 30 30 Unit

PEMASANGAN STOP KONTAK Unit 18 18 Unit

PEMASANGAN SAKLAR Unit 12 12 Unit

B PLUMBING

1. INSTALASI AIR BERSIH

PIPA AIR BERSIH m m

KERAN AIR Unit 6 Unit

BAK AIR a = 0.6 m 3 0.864b = 0.6 mL = 0.8 m

V = a x b x L= 0.288

2. INSTALASI AIR KOTOR

PIPA BUANGAN m m

PIPA AIR KOTOR m m

KLOSET JONGKOK Unit 3 3 Unit

FLOOR DRAIN m2

m3 m3

m3

m2

PEKERJAAN FINISHING

NO. ITEM PEKERJAAN SATUAN URAIAN PERHITUNGAN JUMLAH TOTAL

A DINDING

PENGECETAN DINDING 1 1.000

B. JENDELA Unit 30 30 Unit

PENGECETAN JENDELA

KUNCI JENDELA Unit

PENGAIT JENDELA Unit

C. PINTU

PENGECETAN PINTU

KUNCI JENDELA Unit

HANDLE PINTU Unit

D PLAFON

PENGECETAN a = 11.11b = 16.65

E TANGGA V1 = a x b= 184.9815

RALING TANGGA

F LANTAI

KERAMIK 20 X 20 TEKTRU KASAR

KERAMIK 20 X 20

KERAMIK 30 X 30

VII. PEKERJAAN ELEKTRIKAL & PLUMBING1 PEMASANGAN TITIK LAMPU ttk2 PEMASANGAN STOP KONTAK ttk3 PEMASANGAN SEKRING ttk4 PEMASANGAN SAKLAR ttk5 PIPA TINJA m6 PIPA BUANGAN KAMAR MANDI m7 SEPTIC TANK unit8 KLOSET unit9 FLOOR DRAIN unit

1011

VIII. PEKERJAAN FINISHING1 PENGECATAN DINDING2 PENGECATAN BIDANG KAYU3 HENDEL PINTU unit4 KUNCI PINTU unit5 PENGAIT JENDELA unit6 HENDEL JENDELA unit7 KACA JENDELA unit8 KUNCI JENDELA unit9

10

m2 m2

m2

m2

m2

m2

m2 m2

m2 m2

m2 m2

m²m²

0.1400

0.1400

3.148

0.1800

0.30003.148

1.7500

0.4000

0.0500

1.7500

1.5200

0.0500

0.9500

0.4000

0.0500

0.9500

0.4000

0.0500

2.896

1.7500

0.4000

0.0500

1.7500

1.5200

0.0500

0.9500

0.4000

0.0500

0.9500

0.4000

0.0500

0.18000.3000

0.3499

0.1200

2.2000

2.4000

2.1000

2.2000

2.4000

2.1000

0.9000

2.1000

0.8000

0.8000

0.7000

2.1000

2.3000

0.4000

0.0500

0.8000

0.7000

2.1000

2.3000

0.0500

1.7500

1.7500

0.4000

0.0500

1.7500

1.5200

0.0500

1.7500

0.4000

0.0500

1.7500

1.5200

0.0500

1.7500

0.4000

0.0500

1.7500

1.5200

0.0500

1.7500

0.4000

0.0500

1.7500

1.5200

0.0500

1.7500

0.4000

0.0500

1.7500

1.5200

0.0500

1.7500

0.4000

0.0500

1.7500

1.5200

0.0500

VIII ELEKTRIKAL DAN PLUMBING

1. Pemasangan Stop kontak ttk

2. Pemasangan Lampu ttk

3. Pemasangan Saklar ttk

4. Pipa GIP Diameter 1/2" m

5. Pipa PVC Diameter 3" m

6. Wastafel Bh

7. Kran Air Diameter 1/2" Bh

8. Bak Fiberglass Bh

9. Kloset Jongkok Bh

10 Drain Floor Bh

11 Septic Tank unit

12 Bak Resapan unit

IX FINISHING

1. Pengecatan Dinding A = 1431.936 m2

2. Pengecatan Kayu A = 159.654 m2

3. Plesteran Dinding Pasangan l ua s dinding lt.1

acian l ua s dinding lt.2

t ot al plesteran & acia= 2 (341.685 + 243.665)

4. Pasangan acian kolom l ua s kolom lt.1

l ua s kolom lt.2

t ot al acian = 2 (241.5625 + 126.725)

m2

m2

m2 = 406.999 m2

= 308.969 m2

= 1431.936 m2

m2 = 241.5625 m2

= 126.725 m2

= 736.575 m2

32 ttk

32 ttk

20 ttk

140 m

150 m

2 Bh

4 Bh

4 unit

4 unit

6 unit

1 unit

1 unit

1431.94

159.654

1431.94

= 2 (341.685 + 243.665)

1431.94

= 2 (241.5625 + 126.725)

m2

m2

= 406.999 m2 m2

= 308.969 m2

= 1431.936 m2

= 241.5625 m2 m2

= 126.725 m2

= 736.575 m2