Contoh Kurvas S Pekerjaan Konstruksi.pdf
This document was uploaded by user and they confirmed that they have the permission to share it. If you are author or own the copyright of this book, please report to us by using this DMCA report form. Report DMCA
Overview
Download & View Contoh Kurvas S Pekerjaan Konstruksi.pdf as PDF for free.
More details
- Words: 1,429
- Pages: 1
WILLIAM
1607123909
JADWAL KURVA S PEKERJAAN KONSTRUKSI Kegiatan
: PERENCANAAN RUMAH DINAS
Pekerjaan Lokasi Th. Anggaran
: PEMBANGUNAN RUMAH DINAS ESELON 3 TYPE 70/200 : SAMARINDA : 2011 URAIAN PEKERJAAN
NO.
VOLUME
SATUAN
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
10,125.00 62,772.50 468,775.00 850,000.00 3,000,000.00 5,000,000.00
2,025,000.00 5,649,525.00 5,625,300.00 850,000.00 3,000,000.00 5,000,000.00 22,149,825.00
0.422 1.177 1.172 0.177 0.625 1.041
BOBOT
WAKTU BULAN II
BULAN I I
II
III
IV
I
II
III
IV
I
II
BULAN III III
GRAFIK IV
PEKERJAAN PENDAHULUAN
A. 1 2 3 4 5 6
Pembersihan Lokasi dan Perataan Mengukur dan Pasang Bouwplank Serobong Kerja 3x2 m Papan nama kegiatan Administrasi, Dokumen dan As Built Drawing Mobilisasi dan demobilisasi
200.00 90.00 12.00 1.00 1.00 1.00
Sub Total A
PEKERJAAN GALIAN DAN URUGAN
B. 1 2 3 4
Galian tanah pondasi bangunan Galian tanah parit Urugan pasir bawah lantai bangunan Urugan pasir bawah lantai pondasi bangunan
115.48 15.48 16.00 11.07
m3 m3 m3 m3 Sub Total B
30,500.00 30,500.00 104,300.00 104,300.00
3,522,173.89 472,214.56 1,668,846.36 1,154,299.69 6,817,534.50
0.734 0.098 0.348 0.240
50.30 20.03 17.27 0.58 4.78 72.36 0.67
m3 m3 m3 m3 m2 Ttk m3 Sub Total C
815,787.50 539,415.00 576,537.50 278,415.00 97,065.00 163,321.88 5,281,625.00
41,030,304.24 10,801,905.25 9,954,880.83 160,243.30 463,889.81 11,817,245.00 3,560,988.94 77,789,457.37
8.545 2.250 2.073 0.033 0.097 2.461 0.742
4.24 3.25 14.89 1.43 0.09 0.07 0.06 2.40 2.03 0.80
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 Sub Total D
3,373,687.50 724,072.50 989,342.50 3,813,002.50 5,591,040.00 4,803,687.50 3,816,227.50 3,816,227.50 3,813,002.50 3,813,002.50
14,310,657.58 2,354,603.32 14,733,783.18 5,443,472.87 514,872.66 359,422.57 219,645.09 9,152,611.06 7,729,362.79 3,052,966.63 57,871,397.75
2.980 0.490 3.068 1.134 0.107 0.075 0.046 1.906 1.610 0.636
42.09 150.98 8.11 84.17 301.97 16.21 3.08 101.39 10.94 4.77 1.44 129.50
m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 Sub Total E
107,281.25 97,065.00 97,065.00 37,088.50 32,597.50 32,597.50 215,314.00 162,314.00 405,314.00 162,314.00 215,314.00 128,772.50
4,514,979.09 14,655,326.67 786,916.74 3,121,772.01 9,843,445.34 528,543.11 663,884.83 16,457,395.19 4,432,333.76 774,724.72 309,812.92 16,676,038.75 72,765,173.13
0.940 3.052 0.164 0.650 2.050 0.110 0.138 3.427 0.923 0.161 0.065 3.473
0.90 0.49 0.49 0.24 1.20 195.13 195.13 79.26 192.79 192.79
m3 m3 m3 m3 m3 m2 m2 m m2 m2 Sub Total F
5,723,500.00 5,723,500.00 5,723,500.00 5,723,500.00 5,723,500.00 68,437.50 90,950.00 59,626.50 80,525.00 40,803.75
5,167,175.80 2,778,415.84 2,778,415.84 1,389,207.92 6,894,273.72 13,354,250.44 17,747,128.07 4,725,981.81 15,524,260.86 7,866,476.98 78,225,587.28
1.076 0.579 0.579 0.289 1.436 2.781 3.696 0.984 3.233 1.638
3.61 32.07 19.29 1.79 0.25 0.07 0.06 0.73 0.06 0.06 0.03 0.06 0.08
m2 m2 m2 m2 m3 m3 m3 m3 m3 m3 m3 m3 m3 Sub Total G
512,437.50 453,225.00 453,225.00 208,225.00 6,531,250.00 6,531,250.00 6,531,250.00 6,531,250.00 6,531,250.00 6,531,250.00 6,531,250.00 6,531,250.00 6,531,250.00
1,849,671.63 14,533,415.00 8,742,408.10 373,231.74 1,611,041.67 483,312.50 375,909.72 4,779,423.61 375,909.72 376,983.75 214,805.56 375,909.72 537,013.89 34,629,036.61
0.385 3.027 1.821 0.078 0.336 0.101 0.078 0.995 0.078 0.079 0.045 0.078 0.112
78.93 118.40 26.31 59.20 118.40 59.20
Bh Bh Bh Bh Bh Bh Sub Total H
49,000.00 39,000.00 260,487.50 18,706.25 35,705.00 23,706.25
3,867,733.33 4,617,600.00 6,853,715.56 1,107,410.00 4,227,472.00 1,403,410.00 22,077,340.89
0.805 0.962 1.427 0.231 0.880 0.292
2.00 2.00 6.00 2.00 48.51 29.60 73.18 1.00 1.00
Ttk Bh Bh Bh m m m Bh Ttk Sub Total I
311,422.50 33,487.50 24,400.00 567,540.00 69,660.63 20,847.13 12,002.50 4,000,000.00 4,000,000.00
622,845.00 66,975.00 146,400.00 1,135,080.00 3,379,314.32 617,074.90 878,316.28 4,000,000.00 4,000,000.00 14,846,005.50
0.130 0.014 0.030 0.236 0.704 0.129 0.183 0.833 0.833
10.00 10.00 5.00 5.00 12.00 5.00 2.00 1.00 1.00
Ttk Ttk Ttk Bh Bh Bh Bh Bh
217,625.75 29,625.00 32,625.00 32,625.00 56,625.00 41,125.00 121,625.00 266,625.00 10,000,000.00
2,176,257.50 296,250.00 163,125.00 163,125.00 679,500.00 205,625.00 243,250.00 266,625.00 10,000,000.00 14,193,757.50
0.453 0.062 0.034 0.034 0.142 0.043 0.051 0.056 2.083
PEKERJAAN PONDASI DAN PANCANGAN
C. 1 2 3 4 5 6 7
Pas. Pondasi batu gunung camp. 1 : 4 Aanstamping batu gunung Pas. Pondasi batu padas camp. 1 : 4 Aanstamping batu padas Pas. Rollag Tiang pancang kedalaman 2 m (ulin 10/10) tiap 1,5 m Pek. Sunduk dan kalang ulin menerus
PEKERJAAN BETON BERTULANG
D. 1 2 3 4 5 6 7 8 9 10
Sloof 15/20 Rabat beton 1:3:5 bawah keramik Cor beton 1:2:3 kelilng bangunan t=10 cm Kolom praktis Kolom 13/40 Poer Plat 80 x 80 Plat Dak 10 cm utk meja dapur Plat Dak 10 cm Ring balk 13/20 Balok 13/30
PEKERJAAN PASANGAN
E. 1 2 3 4 5 6 7 8 9 10 11 12
Pas. Batu bata 1/2 bata camp. 1 : 2/ U dinding Pas. Batu bata 1/2 bata camp. 1 : 4/ U dinding Pas. Batu bata 1/2 bata camp. 1 : 4/ U parit Plesteran tembok tbl 15 mm camp. 1 Pc : 2 Ps/ U dinding Plesteran tembok tbl 15 mm camp. 1 Pc : 4 Ps/ U dinding Plesteran tembok tbl 15 mm camp. 1 Pc : 4 Ps/ U parit Pas. Lantai keramik KM/WC 20/20 Pasangan Lantai Keramik 40/40 Pasangan Batu adhesit Pasangan lantai portico u/ teras depan dan tengah Pasangan keramik dinding dan meja dapur Pasangan paving
PEKERJAAN RANGKA ATAP, PLAFOND DAN PARTISI
F. 1 2 3 4 5 6 7 8 9 10
Pek. kuda-kuda 6/12 type 1 Pek. kuda-kuda 6/12 type 2 Pek. kuda-kuda 6/12 type 3 Pek. kuda-kuda 6/12 type 4 Pek. Pengkikat kuda-kuda 5/10 Pasang kasau 5/7 Pekerjaan penutup atap genteng aspalt Papan Lisplank 3/20 Kayu Bengkirai Pasang rangka plafond kayu kapur or metal furing Pasang plafond penutup calciboard
PEKERJAAN KAYU DAN KACA
G. 1 2 3 4 5 6 7 8 9 10 11 12 13
Pasang pintu panel kayu Ulin/bengkirai utk KM/WC Pasang daun jendela kaca bening 5 mm Pasang daun pintu kaca bening 5 mm Pasang kaca bening 5 mm utk jendela (kaca mati) Pasang kusen pintu P1 (5/13) Pasang kusen pintu P2 (5/13) Pasang kusen pintu P3 (5/13) Pasang kusen jendela J1 (5/13) Pasang kusen jendela J2 (5/13) Pasang kusen jendela JL1 (5/13) Pasang kusen pintu jendela J4 (5/13) Pasang kusen pintu jendela J5 (5/13) Pasang kusen pintu jendela J6 (5/13)
PEKERJAAN BESI PENGGANTUNG
H. 1 2 3 4 5 6
Pasang engsel pintu 5" Pasang engsel jendela 3" Pasang kunci tanam biasa Pasang grendel jendela Pasang hak angin jendela Pasang handle jendela
PEKERJAAN SANITASI AIR
I. 1 2 3 4 5 6 7 8 9
Pasang closet jongkok Pasang floor drain Pasang kran air Pasang Kitchen Zinc Pasang pipa D 4" Pasang pipa D 2" Pasang pipa D 1/2" Pek. Septitank / Resapan Sambungan PDAM
PEKERJAAN INSTALASI LISTRIK
J. 1 2 3 4 5 6 7 8 9
Pasang instalasi lampu Pasang sakelar tunggal Pasang sakelar ganda Pasang stop kontak Pasang lampu ESL 20 watt (TL1) Pasang lampu ESL 10 watt (TL2) Switch Panel Genset Pasang MCB Box 3 Phase Instalasi PLN
Sub Total J
PEKERJAAN CAT
K. 1 2 3 4 5 6 7
Cat dinding luar dalam Cat kilap kusen Cat kilap suncreen 5/7 Cat kilap lisplank Cat plapond calciboard Pek suncreen 5/7 Cat kilap pintu dan jendela
726.24 54.44 89.46 22.64 275.41 89.46 23.38
m2 m2 m2 m2 m2 m2 m2 Sub Total K
15,037.50 62,399.75 62,399.75 62,399.75 15,037.50 68,437.50 62,399.75
10,920,773.85 3,397,000.79 5,582,142.97 1,412,979.94 4,141,501.27 6,122,266.67 1,459,155.75 33,035,821.24
2.274 0.707 1.163 0.294 0.862 1.275 0.304
40.04 1.00 25.00
m2 Set bh Sub Total M
550,000.00 5,000,000.00 750,000.00
22,023,222.22 5,000,000.00 18,750,000.00 45,773,222.22
4.587 1.041 3.905
PEKERJAAN PAGAR BESI
L. 1 2 3
Pekerjaan Pagar besi minimalis Pintu gerbang pagar Tiang Pilar Pagar
TOTAL RENCANA ANGGARAN BIAYA
m2 m m2 Ls Ls
480,174,158.99
0.422 1.177
100 1.172
0.177 0.312 0.521
0.312 0.521
0.367 0.049 0.174 0.120
0.367 0.049 0.174 0.120
2.848 1.125 0.691 0.033 0.820
2.848 1.125 0.691 0.097 0.820 0.371
2.848 0.691
0.820 0.371
0.993 0.245 1.023
0.993 0.245 1.023 0.567 0.107 0.107 0.046 0.953 0.805 0.318
0.993
0.470 1.017
1.142
0.470 1.017 0.164 0.325 0.683 0.055 0.069 1.142
1.158
1.158
0.683
80
1.023 0.567
0.953 0.805 0.318
1.017 0.325 0.683 0.055 0.069 1.142 0.923 0.161 0.065 1.158
0.538 0.289 0.289 0.145 0.718 0.927
0.193 1.009 0.607
0.193 1.009 0.607 0.078 0.168 0.050 0.498 0.078
60
0.538 0.289 0.289 0.145 0.718 0.927 1.848 0.492 1.617
0.927 1.848 0.492 1.617 1.638
1.009 0.607 0.168 0.050 0.078 0.498 40 0.079
0.045 0.078 0.056
0.056
0.403 0.481 0.714 0.115 0.440 0.146
0.065 0.014 0.118 0.352 0.064 0.091
0.065 0.030 0.118 0.352 0.064 0.091 0.417 0.417
0.417 0.417
0.694
0.227 0.031 0.017 0.017 0.071 0.021 0.025 0.028 0.694
0.227 0.031 0.017 0.017 0.071 0.021 0.025 0.028 0.694
0.569 0.236 0.291
0.569 0.236 0.291 0.147 0.287 0.319 0.101
0.569 0.236 0.291 0.147 0.287 0.319 0.101
2.293 0.521 1.952
2.293 0.521 1.952
10.146 93.316
6.716 100.000
0.569 0.291
0.319
2.608 2.608
2.714 5.323
6.228 11.551
5.952 17.502
6.992 24.494
9.635 34.130
11.551 45.681
12.069 57.750
0.403 0.481 0.714 0.115 0.440 0.146
12.833 70.583
0.287 0.319 0.101
12.587 83.171
20
0
1607123909
JADWAL KURVA S PEKERJAAN KONSTRUKSI Kegiatan
: PERENCANAAN RUMAH DINAS
Pekerjaan Lokasi Th. Anggaran
: PEMBANGUNAN RUMAH DINAS ESELON 3 TYPE 70/200 : SAMARINDA : 2011 URAIAN PEKERJAAN
NO.
VOLUME
SATUAN
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
10,125.00 62,772.50 468,775.00 850,000.00 3,000,000.00 5,000,000.00
2,025,000.00 5,649,525.00 5,625,300.00 850,000.00 3,000,000.00 5,000,000.00 22,149,825.00
0.422 1.177 1.172 0.177 0.625 1.041
BOBOT
WAKTU BULAN II
BULAN I I
II
III
IV
I
II
III
IV
I
II
BULAN III III
GRAFIK IV
PEKERJAAN PENDAHULUAN
A. 1 2 3 4 5 6
Pembersihan Lokasi dan Perataan Mengukur dan Pasang Bouwplank Serobong Kerja 3x2 m Papan nama kegiatan Administrasi, Dokumen dan As Built Drawing Mobilisasi dan demobilisasi
200.00 90.00 12.00 1.00 1.00 1.00
Sub Total A
PEKERJAAN GALIAN DAN URUGAN
B. 1 2 3 4
Galian tanah pondasi bangunan Galian tanah parit Urugan pasir bawah lantai bangunan Urugan pasir bawah lantai pondasi bangunan
115.48 15.48 16.00 11.07
m3 m3 m3 m3 Sub Total B
30,500.00 30,500.00 104,300.00 104,300.00
3,522,173.89 472,214.56 1,668,846.36 1,154,299.69 6,817,534.50
0.734 0.098 0.348 0.240
50.30 20.03 17.27 0.58 4.78 72.36 0.67
m3 m3 m3 m3 m2 Ttk m3 Sub Total C
815,787.50 539,415.00 576,537.50 278,415.00 97,065.00 163,321.88 5,281,625.00
41,030,304.24 10,801,905.25 9,954,880.83 160,243.30 463,889.81 11,817,245.00 3,560,988.94 77,789,457.37
8.545 2.250 2.073 0.033 0.097 2.461 0.742
4.24 3.25 14.89 1.43 0.09 0.07 0.06 2.40 2.03 0.80
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 Sub Total D
3,373,687.50 724,072.50 989,342.50 3,813,002.50 5,591,040.00 4,803,687.50 3,816,227.50 3,816,227.50 3,813,002.50 3,813,002.50
14,310,657.58 2,354,603.32 14,733,783.18 5,443,472.87 514,872.66 359,422.57 219,645.09 9,152,611.06 7,729,362.79 3,052,966.63 57,871,397.75
2.980 0.490 3.068 1.134 0.107 0.075 0.046 1.906 1.610 0.636
42.09 150.98 8.11 84.17 301.97 16.21 3.08 101.39 10.94 4.77 1.44 129.50
m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 Sub Total E
107,281.25 97,065.00 97,065.00 37,088.50 32,597.50 32,597.50 215,314.00 162,314.00 405,314.00 162,314.00 215,314.00 128,772.50
4,514,979.09 14,655,326.67 786,916.74 3,121,772.01 9,843,445.34 528,543.11 663,884.83 16,457,395.19 4,432,333.76 774,724.72 309,812.92 16,676,038.75 72,765,173.13
0.940 3.052 0.164 0.650 2.050 0.110 0.138 3.427 0.923 0.161 0.065 3.473
0.90 0.49 0.49 0.24 1.20 195.13 195.13 79.26 192.79 192.79
m3 m3 m3 m3 m3 m2 m2 m m2 m2 Sub Total F
5,723,500.00 5,723,500.00 5,723,500.00 5,723,500.00 5,723,500.00 68,437.50 90,950.00 59,626.50 80,525.00 40,803.75
5,167,175.80 2,778,415.84 2,778,415.84 1,389,207.92 6,894,273.72 13,354,250.44 17,747,128.07 4,725,981.81 15,524,260.86 7,866,476.98 78,225,587.28
1.076 0.579 0.579 0.289 1.436 2.781 3.696 0.984 3.233 1.638
3.61 32.07 19.29 1.79 0.25 0.07 0.06 0.73 0.06 0.06 0.03 0.06 0.08
m2 m2 m2 m2 m3 m3 m3 m3 m3 m3 m3 m3 m3 Sub Total G
512,437.50 453,225.00 453,225.00 208,225.00 6,531,250.00 6,531,250.00 6,531,250.00 6,531,250.00 6,531,250.00 6,531,250.00 6,531,250.00 6,531,250.00 6,531,250.00
1,849,671.63 14,533,415.00 8,742,408.10 373,231.74 1,611,041.67 483,312.50 375,909.72 4,779,423.61 375,909.72 376,983.75 214,805.56 375,909.72 537,013.89 34,629,036.61
0.385 3.027 1.821 0.078 0.336 0.101 0.078 0.995 0.078 0.079 0.045 0.078 0.112
78.93 118.40 26.31 59.20 118.40 59.20
Bh Bh Bh Bh Bh Bh Sub Total H
49,000.00 39,000.00 260,487.50 18,706.25 35,705.00 23,706.25
3,867,733.33 4,617,600.00 6,853,715.56 1,107,410.00 4,227,472.00 1,403,410.00 22,077,340.89
0.805 0.962 1.427 0.231 0.880 0.292
2.00 2.00 6.00 2.00 48.51 29.60 73.18 1.00 1.00
Ttk Bh Bh Bh m m m Bh Ttk Sub Total I
311,422.50 33,487.50 24,400.00 567,540.00 69,660.63 20,847.13 12,002.50 4,000,000.00 4,000,000.00
622,845.00 66,975.00 146,400.00 1,135,080.00 3,379,314.32 617,074.90 878,316.28 4,000,000.00 4,000,000.00 14,846,005.50
0.130 0.014 0.030 0.236 0.704 0.129 0.183 0.833 0.833
10.00 10.00 5.00 5.00 12.00 5.00 2.00 1.00 1.00
Ttk Ttk Ttk Bh Bh Bh Bh Bh
217,625.75 29,625.00 32,625.00 32,625.00 56,625.00 41,125.00 121,625.00 266,625.00 10,000,000.00
2,176,257.50 296,250.00 163,125.00 163,125.00 679,500.00 205,625.00 243,250.00 266,625.00 10,000,000.00 14,193,757.50
0.453 0.062 0.034 0.034 0.142 0.043 0.051 0.056 2.083
PEKERJAAN PONDASI DAN PANCANGAN
C. 1 2 3 4 5 6 7
Pas. Pondasi batu gunung camp. 1 : 4 Aanstamping batu gunung Pas. Pondasi batu padas camp. 1 : 4 Aanstamping batu padas Pas. Rollag Tiang pancang kedalaman 2 m (ulin 10/10) tiap 1,5 m Pek. Sunduk dan kalang ulin menerus
PEKERJAAN BETON BERTULANG
D. 1 2 3 4 5 6 7 8 9 10
Sloof 15/20 Rabat beton 1:3:5 bawah keramik Cor beton 1:2:3 kelilng bangunan t=10 cm Kolom praktis Kolom 13/40 Poer Plat 80 x 80 Plat Dak 10 cm utk meja dapur Plat Dak 10 cm Ring balk 13/20 Balok 13/30
PEKERJAAN PASANGAN
E. 1 2 3 4 5 6 7 8 9 10 11 12
Pas. Batu bata 1/2 bata camp. 1 : 2/ U dinding Pas. Batu bata 1/2 bata camp. 1 : 4/ U dinding Pas. Batu bata 1/2 bata camp. 1 : 4/ U parit Plesteran tembok tbl 15 mm camp. 1 Pc : 2 Ps/ U dinding Plesteran tembok tbl 15 mm camp. 1 Pc : 4 Ps/ U dinding Plesteran tembok tbl 15 mm camp. 1 Pc : 4 Ps/ U parit Pas. Lantai keramik KM/WC 20/20 Pasangan Lantai Keramik 40/40 Pasangan Batu adhesit Pasangan lantai portico u/ teras depan dan tengah Pasangan keramik dinding dan meja dapur Pasangan paving
PEKERJAAN RANGKA ATAP, PLAFOND DAN PARTISI
F. 1 2 3 4 5 6 7 8 9 10
Pek. kuda-kuda 6/12 type 1 Pek. kuda-kuda 6/12 type 2 Pek. kuda-kuda 6/12 type 3 Pek. kuda-kuda 6/12 type 4 Pek. Pengkikat kuda-kuda 5/10 Pasang kasau 5/7 Pekerjaan penutup atap genteng aspalt Papan Lisplank 3/20 Kayu Bengkirai Pasang rangka plafond kayu kapur or metal furing Pasang plafond penutup calciboard
PEKERJAAN KAYU DAN KACA
G. 1 2 3 4 5 6 7 8 9 10 11 12 13
Pasang pintu panel kayu Ulin/bengkirai utk KM/WC Pasang daun jendela kaca bening 5 mm Pasang daun pintu kaca bening 5 mm Pasang kaca bening 5 mm utk jendela (kaca mati) Pasang kusen pintu P1 (5/13) Pasang kusen pintu P2 (5/13) Pasang kusen pintu P3 (5/13) Pasang kusen jendela J1 (5/13) Pasang kusen jendela J2 (5/13) Pasang kusen jendela JL1 (5/13) Pasang kusen pintu jendela J4 (5/13) Pasang kusen pintu jendela J5 (5/13) Pasang kusen pintu jendela J6 (5/13)
PEKERJAAN BESI PENGGANTUNG
H. 1 2 3 4 5 6
Pasang engsel pintu 5" Pasang engsel jendela 3" Pasang kunci tanam biasa Pasang grendel jendela Pasang hak angin jendela Pasang handle jendela
PEKERJAAN SANITASI AIR
I. 1 2 3 4 5 6 7 8 9
Pasang closet jongkok Pasang floor drain Pasang kran air Pasang Kitchen Zinc Pasang pipa D 4" Pasang pipa D 2" Pasang pipa D 1/2" Pek. Septitank / Resapan Sambungan PDAM
PEKERJAAN INSTALASI LISTRIK
J. 1 2 3 4 5 6 7 8 9
Pasang instalasi lampu Pasang sakelar tunggal Pasang sakelar ganda Pasang stop kontak Pasang lampu ESL 20 watt (TL1) Pasang lampu ESL 10 watt (TL2) Switch Panel Genset Pasang MCB Box 3 Phase Instalasi PLN
Sub Total J
PEKERJAAN CAT
K. 1 2 3 4 5 6 7
Cat dinding luar dalam Cat kilap kusen Cat kilap suncreen 5/7 Cat kilap lisplank Cat plapond calciboard Pek suncreen 5/7 Cat kilap pintu dan jendela
726.24 54.44 89.46 22.64 275.41 89.46 23.38
m2 m2 m2 m2 m2 m2 m2 Sub Total K
15,037.50 62,399.75 62,399.75 62,399.75 15,037.50 68,437.50 62,399.75
10,920,773.85 3,397,000.79 5,582,142.97 1,412,979.94 4,141,501.27 6,122,266.67 1,459,155.75 33,035,821.24
2.274 0.707 1.163 0.294 0.862 1.275 0.304
40.04 1.00 25.00
m2 Set bh Sub Total M
550,000.00 5,000,000.00 750,000.00
22,023,222.22 5,000,000.00 18,750,000.00 45,773,222.22
4.587 1.041 3.905
PEKERJAAN PAGAR BESI
L. 1 2 3
Pekerjaan Pagar besi minimalis Pintu gerbang pagar Tiang Pilar Pagar
TOTAL RENCANA ANGGARAN BIAYA
m2 m m2 Ls Ls
480,174,158.99
0.422 1.177
100 1.172
0.177 0.312 0.521
0.312 0.521
0.367 0.049 0.174 0.120
0.367 0.049 0.174 0.120
2.848 1.125 0.691 0.033 0.820
2.848 1.125 0.691 0.097 0.820 0.371
2.848 0.691
0.820 0.371
0.993 0.245 1.023
0.993 0.245 1.023 0.567 0.107 0.107 0.046 0.953 0.805 0.318
0.993
0.470 1.017
1.142
0.470 1.017 0.164 0.325 0.683 0.055 0.069 1.142
1.158
1.158
0.683
80
1.023 0.567
0.953 0.805 0.318
1.017 0.325 0.683 0.055 0.069 1.142 0.923 0.161 0.065 1.158
0.538 0.289 0.289 0.145 0.718 0.927
0.193 1.009 0.607
0.193 1.009 0.607 0.078 0.168 0.050 0.498 0.078
60
0.538 0.289 0.289 0.145 0.718 0.927 1.848 0.492 1.617
0.927 1.848 0.492 1.617 1.638
1.009 0.607 0.168 0.050 0.078 0.498 40 0.079
0.045 0.078 0.056
0.056
0.403 0.481 0.714 0.115 0.440 0.146
0.065 0.014 0.118 0.352 0.064 0.091
0.065 0.030 0.118 0.352 0.064 0.091 0.417 0.417
0.417 0.417
0.694
0.227 0.031 0.017 0.017 0.071 0.021 0.025 0.028 0.694
0.227 0.031 0.017 0.017 0.071 0.021 0.025 0.028 0.694
0.569 0.236 0.291
0.569 0.236 0.291 0.147 0.287 0.319 0.101
0.569 0.236 0.291 0.147 0.287 0.319 0.101
2.293 0.521 1.952
2.293 0.521 1.952
10.146 93.316
6.716 100.000
0.569 0.291
0.319
2.608 2.608
2.714 5.323
6.228 11.551
5.952 17.502
6.992 24.494
9.635 34.130
11.551 45.681
12.069 57.750
0.403 0.481 0.714 0.115 0.440 0.146
12.833 70.583
0.287 0.319 0.101
12.587 83.171
20
0
Related Documents
Contoh Kurvas S Pekerjaan Konstruksi.pdf
April 2020 6
Contoh Lamaran Pekerjaan
June 2020 21
Contoh Surat Lamaran Pekerjaan Ii.docx
October 2019 38
Pekerjaan
April 2020 27
82152823-contoh-rks-09-pekerjaan-lantai.pdf
December 2019 5
Contoh Surat Lamaran Pekerjaan Asisten Apoteker.docx
April 2020 8More Documents from "Elva Yulfi Maulani"
Contoh Kurvas S Pekerjaan Konstruksi.pdf
April 2020 6
Abstrak One.docx
April 2020 3
Uts Agamaa Broooo Ignasius Joko.docx
December 2019 4
Tugas Riset Gabungin 5 Jurnal.docx
December 2019 9
