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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
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