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JADUAL WAKTU PELAKSANAAN PEKERJAAN LOKASI TAHUN ANGGARAN
NO.
I
: GEDUNG SATLANTAS POLRES BADUNG : JL. KEBO IWA NO.1, MENGWITANI, MENGWI, KABUPATEN BADUNG : 2018
URAIAN PEKERJAAN
PEKERJAAN PERSIAPAN Pembuatan Direksi Keet Air Kerja Listrik Kerja Telepon Kerja Keamanan Proyek / Satpam Sewa Lahan untuk Mess tenaga kerja Laporan Administrasi dan Dokumen Proyek Shop Drawing Mobilisasi dan Demobilisasi Tenaga Kerja Pekerjaan Papan Nama Proyek Sewa Pagar Pengaman Proyek Tinggi 2 Meter sepanjang 626 m1 Printing out dor untuk dinding pagar pengaman proyek K3 Test Beton + besi Sample material Dewatering 3 Gedung Pembersihan akhir / general cleaning Jaminan + BPJS
VOL
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
SAT
ls ls ls ls ls ls ls ls ls Unit ls ls unit unit unit unit unit unit
JUMLAH HARGA
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
60,000,000.00 48,000,000.00 135,000,000.00 40,000,000.00 80,000,000.00 250,000,000.00 15,000,000.00 12,750,000.00 55,000,000.00 1,500,000.00 50,000,000.00 10,000,000.00 48,500,000.00 11,000,000.00 13,500,000.00 155,000,000.00 81,000,000.00 55,000,000.00
BOBOT
1.010% 0.808% 2.272% 0.673% 1.346% 4.207% 0.252% 0.215% 0.925% 0.025% 0.841% 0.168% 0.816% 0.185% 0.227% 2.608% 1.363% 0.925%
NO.
URAIAN PEKERJAAN
I
PEKERJAAN STRUKTUR STANDAR
I.1
PEKERJAAN LANTAI BASEMENT
A.
C
D a
b
c
SAT
JUMLAH HARGA
BOBOT
1,487.84 137.23 46.98 1,534.26
m3 m3 m3 m3
Rp Rp Rp Rp
182,483,576.00 11,830,679.29 4,050,194.28 69,300,606.38
3.070% 0.199% 0.068% 1.166%
PEKERJAAN URUGAN 1 Urugan tanah di area drop off 2 Urugan pasir bawah footing , lantai dan sloof
60.54 42.90
m3 m3
Rp Rp
8,090,850.24 13,000,040.40
0.136% 0.219%
PEKERJAAN RABATAN 1 Rabatan bawah pile cap, lantai dan slooftebal 5 cm
42.90
m3
Rp
36,714,817.24
0.618%
PEKERJAAN BETON Pek. Pondasi Pile Cap (F1) 1 Beton Mutu K300 + Water proofing Integral ex. Fosroc 2 Pembesian 3 Begesting
7.78 1,334.31 17.28
m3 kg m2
Rp Rp Rp
12,329,850.20 18,048,811.08 3,907,284.48
0.207% 0.304% 0.066%
Pek. Pondasi Pile Cap (F2) 1 Beton Mutu K300 + Water proofing Integral ex. Fosroc 2 Pembesian 3 Begesting
42.84 11,285.49 79.25
m3 kg m2
Rp Rp Rp
67,893,416.80 152,655,437.58 17,919,693.00
1.142% 2.569% 0.302%
1 2 3 4 B
PEKERJAAN GALIAN TANAH Galian Basement Galian pondasi pile cap Galian sloof Pemindahan Hasil galian
VOL
Pek. Pondasi Pile Cap (F3)
NO.
d
e
f
URAIAN PEKERJAAN
SAT
JUMLAH HARGA
BOBOT
1 Beton Mutu K300 + Water proofing Integral ex. Fosroc 2 Pembesian 3 Begesting
69.98 17,489.79 174.96
m3 kg m2
Rp Rp Rp
110,911,598.54 236,579,174.07 39,561,255.36
1.866% 3.981% 0.666%
Pekerjaan Sloof 250x500 (SF1) 1 Beton Mutu K300 + Water proofing Integral ex. Fosroc 2 Pembesian 3 Begesting
21.94 6,932.04 175.51
m3 kg m2
Rp Rp Rp
34,767,839.97 93,767,659.03 39,684,488.58
0.585% 1.578% 0.668%
Pekerjaan Sloof 250x400 (SF2) 1 Beton Mutu K300 + Water proofing Integral ex. Fosroc 2 Pembesian 3 Begesting
6.83 2,397.40 54.66
m3 kg m2
Rp Rp Rp
10,824,277.23 32,428,910.58 14,009,959.26
0.182% 0.546% 0.236%
Pekerjaan Kolom K1 1 Beton Mutu K300 2 Pembesian 3 Begesting
33.23 9,409.54 221.52
m3 kg m2
Rp Rp Rp
47,232,394.19 127,279,969.64 66,524,486.60
0.795% 2.142% 1.119%
137.41 24,632.52 431.45 431.45
m3 kg m2 m2
Rp Rp Rp Rp
217,769,243.76 333,196,708.28 80,961,161.05 144,393,155.78
3.664% 5.606% 1.362% 2.430%
431.45
m2
Rp
25,265,064.83
0.425%
g 1 2 3 4
Pekerjaan Retaining Wall Beton Mutu K300 + Water proofing Integral ex. Fosroc Pembesian Bekisting Batako Begesting plywood Water proofing coating ex. Brushbond flex ex. Fosroc
h
VOL
Pekerjaan Slab Lantai Basement (S1)
NO.
URAIAN PEKERJAAN
SAT
JUMLAH HARGA
BOBOT
Beton Mutu K300 + Water proofing Integral 1 ex. Fosroc 2 Wiremesh M10, Double Layer
117.60
m3
Rp
186,381,850.92
3.136%
588.02
m2
Rp
189,714,344.44
3.192%
Water proofing coating ex. Brushbond flex setara Fosroc
588.02
m2
Rp
34,433,832.68
0.579%
306.84 12.44 12.44 66.96 14,982.43 381.49 30.01
m3 m3 m3 m3 kg m2 m3
Rp Rp Rp Rp Rp Rp Rp
37,633,450.73 3,770,579.31 10,648,900.01 95,183,814.59 202,662,812.29 127,674,141.84 42,654,144.06
0.633% 0.063% 0.179% 1.602% 3.410% 2.148% 0.718%
3.48 482.81 17.39
m3 kg m2
Rp Rp Rp
4,943,850.58 6,530,836.06 4,835,715.56
0.083% 0.110% 0.081%
134.95 4.25 130.70 1.92 54.20
m3 m3 m3 m3 m3
Rp Rp Rp Rp Rp
11,634,032.03 192,843.75 5,903,374.95 1,644,994.08 16,425,310.00
0.196% 0.003% 0.099% 0.028% 0.276%
4.32
m3
Rp
6,140,722.97
0.103%
3 i 1 2 3 4 5 6 7 j
VOL
Pekerjaan Ram Galian Ram Urugan pasir 5cm Beton rabat 5cm Beton mutu k300 Pembesian Begesting Beton mutu k300 penutup soldier pile
Pek. Tangga 1 Beton Mutu K300 2 Tulangan sengkang besi D10mm 3 Begesting Struktur STP uk. 6000x6000x3000 mm
m 1 2 3 4 5
Galian tanah Urugan tanah kembali Pembuangan tanah sisa galian Rabatan lantai kerja t= 50 mm Urugan pasir dalam bak STP
6 Beton, K300 - slab lantai t= 120 mm,
NO.
URAIAN PEKERJAAN
- Sloof 150x300 mm - Kolom 150x150 mm -Ring balok 150x200 mm - plat penutup t=150 mm 7 Pembesian - slab lantai t= 120 mm - Sloof 150x300 mm - Kolom 150x150 mm - Ring balok 150x200 mm - plat penutup t=150 mm - Pasangan dinding batako n 1 2 3 4 5 6 7 3
o 1 2 3 4 5 6
Gutter di Basement Galian tanah Urugan pasir bawah rabatan lantai kerja t=50 mm Rabatan lantai kerja t= 50 mm Beton t= 80 mm, K300 + Water proofing Integral ex. Fosroc Pembesian Begisting batako Begisting plywood Water proofing coating ex. Brushbond flex ex. Fosroc Plesteran dinding gutter SW PIT Galian SW PIT urugan pasir tebal 5 cm rabatan tebal 5cm Beton mutu K300 + Water proofing Integral ex. Fosroc Pembesian Begesting batako
VOL
SAT
JUMLAH HARGA
BOBOT
1.65 0.50 0.73 5.77
m3 m3 m3 m3
Rp Rp Rp Rp
2,341,150.63 716,417.68 1,040,511.39 8,196,159.41
0.039% 0.012% 0.018% 0.138%
648.00 329.40 100.80 146.40 864.90 68.32
kg kg kg kg kg m2
Rp Rp Rp Rp Rp Rp
8,765,301.60 4,455,694.98 1,363,491.36 1,980,308.88 11,699,242.83 12,820,179.68
0.147% 0.075% 0.023% 0.033% 0.197% 0.216%
14.87 1.98 1.98 0.40 60.41 41.88 48.09 48.09 48.09
m3 m3 m3 m3 kg m2 m2 m2 m2
Rp Rp Rp Rp Rp Rp Rp Rp Rp
1,281,862.23 599,381.68 1,692,778.51 638,207.47 817,084.18 7,859,393.14 16,093,734.17 2,815,986.91 3,925,570.92
0.022% 0.010% 0.028% 0.011% 0.014% 0.132% 0.271% 0.047% 0.066%
3.20 0.16 0.16 0.96 1,722.06 3.60
m3 m3 m3 m3 kg m2
Rp Rp Rp Rp Rp Rp
275,880.00 48,488.00 136,940.19 1,521,421.10 23,293,816.76 675,536.40
0.005% 0.001% 0.002% 0.026% 0.392% 0.011%
NO.
URAIAN PEKERJAAN
JUMLAH HARGA
BOBOT
m3 m2 m2
1,204,810.20 1,223,261.33 210,810.60 293,876.35
0.020% 0.021% 0.004% 0.005%
42.55 42.55 0.85 0.85 3.40
m3 m3 m3 m3 m3
Rp Rp Rp Rp Rp
3,668,341.88 1,921,930.31 257,895.55 728,350.66 5,394,705.67
0.062% 0.032% 0.004% 0.012% 0.091%
391.57 256.83
kg kg
Rp Rp
5,296,592.68 3,474,058.54
0.089% 0.058%
2 Dinding Beton tebal 20cm - Beton K300 + Water proofing Integral ex. Fosroc - Pembesian dia. 10 mm - Bekesting batako - Bekesting plywood - Waterproofing coating
16.60 1,927.61 41.50 41.50 58.52
m3 kg m2 m2 m2
Rp Rp Rp Rp Rp
26,307,906.60 26,074,134.98 7,787,433.50 13,888,784.25 3,426,843.42
0.443% 0.439% 0.131% 0.234% 0.058%
3 Sloof (25x40cm) - Galian sloof - Pembuangan sisa galian - Urugan pasir tebal 5cm - Beton rabat tebal 5cm - Beton K300 + Water proofing Integral ex. Fosroc - Pembesian dia. 16 mm
1.87 1.87 0.21 0.21 1.87 162.09
m3 m3 m3 m3 m3 kg
Rp Rp Rp Rp Rp Rp
161,001.84 84,352.64 62,882.88 177,594.31 2,959,639.49 2,192,529.82
0.003% 0.001% 0.001% 0.003% 0.050% 0.037%
Begesting plywood urugan pasir tebal 5 cm area pembatas parkir Water proofing coating ex. Brushbond flex ex. Fosroc Plesteran dinding gutter
GROUND TANK 1 Ground Tank slab & plat Roof - Galian tanah - Pembuangan sisa galian - Pek. Urugan pasir di bawah pondasi tebal 5cm - Pek. Beton rabat di bawah pondasi tebal 5cm - Beton slab K300 + Water proofing Integral ex. Fosroc - Pembesian dia. 16 mm - Pembesian dia. 13 mm
3.60 4.04 3.60 3.60
SAT
Rp Rp Rp Rp
7 8 9 10 p
VOL
NO.
URAIAN PEKERJAAN
- Pembesian dia. 10 mm - Bekesting 4 Pondasi plat menerus - Galian tanah - Pembuangan sisa galian - Pek. Urugan pasir di bawah pondasi tebal 5cm - Pek. Beton rabat di bawah pondasi tebal 5cm - Beton K300 + Water proofing Integral ex. Fosroc - Pembesian dia. 13 mm - Pembesian dia. 12 mm - Bekesting 5 Finishing Pek. Plesteran dinding dan lantai Pek. Acian dinding dan lantai Tutup Plat manhole 600 x 600 mm
II II.1
SAT
JUMLAH HARGA
BOBOT
94.41 4.98
kg m2
Rp Rp
1,277,013.56 934,492.02
0.021% 0.016%
2.12 2.12 0.66 0.66 2.74 356.98 201.86 9.96
m3 m3 m3 m3 m3 kg kg m2
Rp Rp Rp Rp Rp Rp Rp Rp
182,468.76 95,599.66 201,225.20 568,301.81 4,340,804.59 4,828,705.11 2,730,487.60 1,868,984.04
0.003% 0.002% 0.003% 0.010% 0.073% 0.081% 0.046% 0.031%
58.52 58.52 1.00
m2 m2 unt
Rp Rp Rp
4,777,123.37 2,739,028.60 3,500,000.00
0.080% 0.046% 0.059%
157.60 1.00 1.00 1.00
M Unit Unit Unit
Rp Rp Rp Rp
12,519,192.40 90,000,000.00 45,000,000.00 15,000,000.00
0.211% 1.514% 0.757% 0.252%
PEKERJAAN STRUKTUR NON STANDAR PEKERJAAN PERSIAPAN 1 2 3 4
II.2 A1
VOL
Pek. Pengukuran dan pemasangan bowplank Mobilisasi & demobilisasi alat pancang HSPD 120 Sewa Tower Crane Sewa Mobil Crane
PEKERJAAN STRUKTUR PONDASI TIANG PANCANG STRUKTUR PONDASI TIANG PANCANG TURAP :
NO.
URAIAN PEKERJAAN
1 2 3 4
A2 1 2 3 4 5
B
Tiang pancang 250x250 mm, panjang 4000 mm Handling Jasa pemancangan Potong tiang diatas tanah Pek. Dinding Batako antar celah turap area ramp 2 Pek. Plesteran dinding PEKERJAAN CAPING BEAM TURAP Galian sloof turap Pembuangan tanah galian Urugan pasir bawah sloof turap t=150 mm Rabatan sloof turap t= 100 mm Sloof turap 333x333 mm - Beton K-300 - Besi D16 (tulangan utama) - Besi D13 (tulangan samping) - Besi D16 (begel bawah) - Besi D13 (begel atas) - Begisting batako
STRUKTUR PONDASI TIANG PANCANG BANGUNAN 1 Tiang pancang 30x30 panjang 6 mtr area basement Tiang pancang 30x30 panjang 8 mtr area ramp 1 2 Handling 3 Jasa pemancangan 4 Potong tiang diatas tanah 5 Jasa pemancangan dengan ruyung, dalam 2.5 mtr 6 Tes PDA
VOL
SAT
JUMLAH HARGA
BOBOT
588.00 588.00 588.00 147.00 20.86 41.72
m1 m1 m1 bh m2 m2
Rp Rp Rp Rp Rp Rp
145,530,000.00 4,616,535.00 67,493,580.00 13,615,140.00 3,914,358.14 3,405,700.39
2.449% 0.078% 1.136% 0.229% 0.066% 0.057%
36.66 36.66 1.85 1.23
m3 m3 m3 m3
Rp Rp Rp Rp
3,160,705.43 1,655,967.68 561,309.21 1,056,835.95
0.053% 0.028% 0.009% 0.018%
16.01 1,892.29 936.90 1,136.92 301.00 170.52
m3 kg kg kg kg m2
Rp Rp Rp Rp Rp Rp
22,755,216.56 25,596,384.80 12,673,210.05 15,378,725.89 4,071,520.18 31,997,907.48
0.383% 0.431% 0.213% 0.259% 0.069% 0.538%
1,152.00 288.00 1,440.00 1,440.00 228.00 480.00 3.00
m1 m1 m1 m1 bh m1 ttk
Rp Rp Rp Rp Rp Rp Rp
411,840,000.00 102,960,000.00 11,305,800.00 165,290,400.00 21,117,360.00 55,096,800.00 42,000,000.00
6.930% 1.732% 0.190% 2.781% 0.355% 0.927% 0.707%
NO.
URAIAN PEKERJAAN
VOL
SAT
JUMLAH HARGA
Rp SCHEDULE RENCANA (%)
REALISASI (%)
DEVIASI (%)
KETERANGAN : JANGKA WAKTU PELAKSANAAN
: 63 HARI KALENDER
MASA PEMELIHARAAN
: 730 HARI KALENDER
5,943,151,315.68
BOBOT
100.00%
JADUAL WAKTU PELAKSANAAN Bulan Ke-1
Bulan Ke-2
PROSENTASE
1
2
3
4
5
6
7
8
9
7
14
21
28
35
42
49
56
63
0.505%
0.505% 0.808% 2.272% 0.673% 1.346%
4.207% 0.028%
0.028%
0.028%
0.028%
0.028%
0.028%
0.028%
0.028%
0.028%
0.024%
0.024%
0.024%
0.024%
0.024%
0.024%
0.024%
0.024%
0.024%
0.103%
0.103%
0.103%
0.103%
0.103%
0.103%
0.103%
0.103%
0.103%
0.025% 0.421%
0.421% 0.168%
0.091%
0.091%
0.091%
0.091%
0.091%
0.091%
0.091%
0.091%
0.091%
0.021%
0.021%
0.021%
0.021%
0.021%
0.021%
0.021%
0.021%
0.021%
0.045%
0.045%
0.045%
0.045%
0.045%
0.652%
0.652%
0.652%
0.652% 0.681%
0.681%
0.116%
0.116%
0.116%
0.116%
0.116%
0.116%
0.116%
0.116%
JADUAL WAKTU PELAKSANAAN Bulan Ke-1
Bulan Ke-2
PROSENTASE
1
2
3
4
5
6
7
8
9
7
14
21
28
35
42
49
56
63
1.535%
1.535% 0.199% 0.068% 0.583%
0.583%
0.136% 0.073%
0.073%
0.073%
0.206%
0.206%
0.206%
0.061%
0.061%
0.207% 0.061%
0.061%
0.061%
0.066%
1.142% 0.514%
0.514%
0.514%
0.514% 0.302%
0.514%
JADUAL WAKTU PELAKSANAAN Bulan Ke-1
Bulan Ke-2
PROSENTASE
1
2
3
4
5
6
7
8
9
7
14
21
28
35
42
49
56
63
1.866% 0.796%
0.796%
0.796%
0.796%
0.796%
0.666%
0.585% 0.394%
0.394%
0.394%
0.394%
0.668%
0.182% 0.136%
0.136%
0.136%
0.136%
0.236%
0.795% 0.535%
0.535%
0.535%
0.535%
0.280%
0.280%
0.280%
0.280%
1.121%
1.121%
1.121%
0.607%
0.607%
1.832%
1.832%
1.121%
1.121%
1.362% 0.607%
0.607%
0.425%
JADUAL WAKTU PELAKSANAAN Bulan Ke-1
Bulan Ke-2
PROSENTASE
1
2
3
4
5
6
7
8
9
7
14
21
28
35
42
49
56
63
3.136% 3.192%
0.579%
0.633% 0.063% 0.179% 1.602% 1.137%
1.137%
1.137%
0.716%
0.716%
0.716% 0.718%
0.083% 0.110% 0.081%
0.196% 0.003% 0.099% 0.028% 0.276%
0.103%
JADUAL WAKTU PELAKSANAAN Bulan Ke-1
Bulan Ke-2
PROSENTASE
1
2
3
4
5
6
7
8
9
7
14
21
28
35
42
49
56
63
0.039% 0.012% 0.018% 0.138%
0.147%
0.008%
0.037%
0.037%
0.008%
0.008% 0.033% 0.098%
0.098%
0.216%
0.022% 0.010% 0.028% 0.011% 0.014% 0.132% 0.271% 0.047% 0.066%
0.005% 0.001% 0.002% 0.026% 0.392% 0.011%
JADUAL WAKTU PELAKSANAAN Bulan Ke-1
Bulan Ke-2
PROSENTASE
1
2
3
4
5
6
7
8
9
7
14
21
28
35
42
49
56
63
0.020% 0.021% 0.004% 0.005%
0.062% 0.032% 0.004% 0.012% 0.091%
0.089% 0.058%
0.443% 0.439% 0.131% 0.234% 0.058%
0.003% 0.001% 0.001% 0.003% 0.050% 0.018%
0.018%
JADUAL WAKTU PELAKSANAAN Bulan Ke-1
Bulan Ke-2
PROSENTASE
1
2
3
4
5
6
7
8
9
7
14
21
28
35
42
49
56
63
0.011%
0.011%
0.016%
0.003% 0.002% 0.003% 0.010% 0.073% 0.081% 0.046% 0.031%
0.080% 0.046% 0.059%
0.211% 1.514% 0.151%
0.151%
0.151%
0.151%
0.151%
0.050%
0.050%
0.050%
0.050%
0.050%
JADUAL WAKTU PELAKSANAAN Bulan Ke-1
Bulan Ke-2
PROSENTASE
1
2
3
4
5
6
7
8
9
7
14
21
28
35
42
49
56
63
1.224%
1.224%
0.039%
0.039%
0.568%
0.568%
0.115%
0.115% 0.066% 0.057%
0.053% 0.028% 0.009% 0.018%
0.383% 0.431% 0.213% 0.259% 0.069% 0.538%
2.310%
2.310%
2.310%
0.063%
0.063%
0.063%
0.927%
0.927%
0.927%
0.118%
0.118%
0.118%
0.309%
0.309%
0.309%
0.236%
0.236%
0.236%
1.732%
JADUAL WAKTU PELAKSANAAN Bulan Ke-1
Bulan Ke-2
PROSENTASE
1
2
3
4
5
6
7
8
9
7
14
21
28
35
42
49
56
63
9.114%
15.195%
13.594%
17.001%
9.615%
22.479%
9.773%
1.881%
1.348%
9.1%
24.3%
37.9%
54.9%
64.5%
87.0%
96.8%
98.7%
100.0%
NO.
I
: GEDUNG SATLANTAS POLRES BADUNG : JL. KEBO IWA NO.1, MENGWITANI, MENGWI, KABUPATEN BADUNG : 2018
URAIAN PEKERJAAN
PEKERJAAN PERSIAPAN Pembuatan Direksi Keet Air Kerja Listrik Kerja Telepon Kerja Keamanan Proyek / Satpam Sewa Lahan untuk Mess tenaga kerja Laporan Administrasi dan Dokumen Proyek Shop Drawing Mobilisasi dan Demobilisasi Tenaga Kerja Pekerjaan Papan Nama Proyek Sewa Pagar Pengaman Proyek Tinggi 2 Meter sepanjang 626 m1 Printing out dor untuk dinding pagar pengaman proyek K3 Test Beton + besi Sample material Dewatering 3 Gedung Pembersihan akhir / general cleaning Jaminan + BPJS
VOL
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
SAT
ls ls ls ls ls ls ls ls ls Unit ls ls unit unit unit unit unit unit
JUMLAH HARGA
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
60,000,000.00 48,000,000.00 135,000,000.00 40,000,000.00 80,000,000.00 250,000,000.00 15,000,000.00 12,750,000.00 55,000,000.00 1,500,000.00 50,000,000.00 10,000,000.00 48,500,000.00 11,000,000.00 13,500,000.00 155,000,000.00 81,000,000.00 55,000,000.00
BOBOT
1.010% 0.808% 2.272% 0.673% 1.346% 4.207% 0.252% 0.215% 0.925% 0.025% 0.841% 0.168% 0.816% 0.185% 0.227% 2.608% 1.363% 0.925%
NO.
URAIAN PEKERJAAN
I
PEKERJAAN STRUKTUR STANDAR
I.1
PEKERJAAN LANTAI BASEMENT
A.
C
D a
b
c
SAT
JUMLAH HARGA
BOBOT
1,487.84 137.23 46.98 1,534.26
m3 m3 m3 m3
Rp Rp Rp Rp
182,483,576.00 11,830,679.29 4,050,194.28 69,300,606.38
3.070% 0.199% 0.068% 1.166%
PEKERJAAN URUGAN 1 Urugan tanah di area drop off 2 Urugan pasir bawah footing , lantai dan sloof
60.54 42.90
m3 m3
Rp Rp
8,090,850.24 13,000,040.40
0.136% 0.219%
PEKERJAAN RABATAN 1 Rabatan bawah pile cap, lantai dan slooftebal 5 cm
42.90
m3
Rp
36,714,817.24
0.618%
PEKERJAAN BETON Pek. Pondasi Pile Cap (F1) 1 Beton Mutu K300 + Water proofing Integral ex. Fosroc 2 Pembesian 3 Begesting
7.78 1,334.31 17.28
m3 kg m2
Rp Rp Rp
12,329,850.20 18,048,811.08 3,907,284.48
0.207% 0.304% 0.066%
Pek. Pondasi Pile Cap (F2) 1 Beton Mutu K300 + Water proofing Integral ex. Fosroc 2 Pembesian 3 Begesting
42.84 11,285.49 79.25
m3 kg m2
Rp Rp Rp
67,893,416.80 152,655,437.58 17,919,693.00
1.142% 2.569% 0.302%
1 2 3 4 B
PEKERJAAN GALIAN TANAH Galian Basement Galian pondasi pile cap Galian sloof Pemindahan Hasil galian
VOL
Pek. Pondasi Pile Cap (F3)
NO.
d
e
f
URAIAN PEKERJAAN
SAT
JUMLAH HARGA
BOBOT
1 Beton Mutu K300 + Water proofing Integral ex. Fosroc 2 Pembesian 3 Begesting
69.98 17,489.79 174.96
m3 kg m2
Rp Rp Rp
110,911,598.54 236,579,174.07 39,561,255.36
1.866% 3.981% 0.666%
Pekerjaan Sloof 250x500 (SF1) 1 Beton Mutu K300 + Water proofing Integral ex. Fosroc 2 Pembesian 3 Begesting
21.94 6,932.04 175.51
m3 kg m2
Rp Rp Rp
34,767,839.97 93,767,659.03 39,684,488.58
0.585% 1.578% 0.668%
Pekerjaan Sloof 250x400 (SF2) 1 Beton Mutu K300 + Water proofing Integral ex. Fosroc 2 Pembesian 3 Begesting
6.83 2,397.40 54.66
m3 kg m2
Rp Rp Rp
10,824,277.23 32,428,910.58 14,009,959.26
0.182% 0.546% 0.236%
Pekerjaan Kolom K1 1 Beton Mutu K300 2 Pembesian 3 Begesting
33.23 9,409.54 221.52
m3 kg m2
Rp Rp Rp
47,232,394.19 127,279,969.64 66,524,486.60
0.795% 2.142% 1.119%
137.41 24,632.52 431.45 431.45
m3 kg m2 m2
Rp Rp Rp Rp
217,769,243.76 333,196,708.28 80,961,161.05 144,393,155.78
3.664% 5.606% 1.362% 2.430%
431.45
m2
Rp
25,265,064.83
0.425%
g 1 2 3 4
Pekerjaan Retaining Wall Beton Mutu K300 + Water proofing Integral ex. Fosroc Pembesian Bekisting Batako Begesting plywood Water proofing coating ex. Brushbond flex ex. Fosroc
h
VOL
Pekerjaan Slab Lantai Basement (S1)
NO.
URAIAN PEKERJAAN
SAT
JUMLAH HARGA
BOBOT
Beton Mutu K300 + Water proofing Integral 1 ex. Fosroc 2 Wiremesh M10, Double Layer
117.60
m3
Rp
186,381,850.92
3.136%
588.02
m2
Rp
189,714,344.44
3.192%
Water proofing coating ex. Brushbond flex setara Fosroc
588.02
m2
Rp
34,433,832.68
0.579%
306.84 12.44 12.44 66.96 14,982.43 381.49 30.01
m3 m3 m3 m3 kg m2 m3
Rp Rp Rp Rp Rp Rp Rp
37,633,450.73 3,770,579.31 10,648,900.01 95,183,814.59 202,662,812.29 127,674,141.84 42,654,144.06
0.633% 0.063% 0.179% 1.602% 3.410% 2.148% 0.718%
3.48 482.81 17.39
m3 kg m2
Rp Rp Rp
4,943,850.58 6,530,836.06 4,835,715.56
0.083% 0.110% 0.081%
134.95 4.25 130.70 1.92 54.20
m3 m3 m3 m3 m3
Rp Rp Rp Rp Rp
11,634,032.03 192,843.75 5,903,374.95 1,644,994.08 16,425,310.00
0.196% 0.003% 0.099% 0.028% 0.276%
4.32
m3
Rp
6,140,722.97
0.103%
3 i 1 2 3 4 5 6 7 j
VOL
Pekerjaan Ram Galian Ram Urugan pasir 5cm Beton rabat 5cm Beton mutu k300 Pembesian Begesting Beton mutu k300 penutup soldier pile
Pek. Tangga 1 Beton Mutu K300 2 Tulangan sengkang besi D10mm 3 Begesting Struktur STP uk. 6000x6000x3000 mm
m 1 2 3 4 5
Galian tanah Urugan tanah kembali Pembuangan tanah sisa galian Rabatan lantai kerja t= 50 mm Urugan pasir dalam bak STP
6 Beton, K300 - slab lantai t= 120 mm,
NO.
URAIAN PEKERJAAN
- Sloof 150x300 mm - Kolom 150x150 mm -Ring balok 150x200 mm - plat penutup t=150 mm 7 Pembesian - slab lantai t= 120 mm - Sloof 150x300 mm - Kolom 150x150 mm - Ring balok 150x200 mm - plat penutup t=150 mm - Pasangan dinding batako n 1 2 3 4 5 6 7 3
o 1 2 3 4 5 6
Gutter di Basement Galian tanah Urugan pasir bawah rabatan lantai kerja t=50 mm Rabatan lantai kerja t= 50 mm Beton t= 80 mm, K300 + Water proofing Integral ex. Fosroc Pembesian Begisting batako Begisting plywood Water proofing coating ex. Brushbond flex ex. Fosroc Plesteran dinding gutter SW PIT Galian SW PIT urugan pasir tebal 5 cm rabatan tebal 5cm Beton mutu K300 + Water proofing Integral ex. Fosroc Pembesian Begesting batako
VOL
SAT
JUMLAH HARGA
BOBOT
1.65 0.50 0.73 5.77
m3 m3 m3 m3
Rp Rp Rp Rp
2,341,150.63 716,417.68 1,040,511.39 8,196,159.41
0.039% 0.012% 0.018% 0.138%
648.00 329.40 100.80 146.40 864.90 68.32
kg kg kg kg kg m2
Rp Rp Rp Rp Rp Rp
8,765,301.60 4,455,694.98 1,363,491.36 1,980,308.88 11,699,242.83 12,820,179.68
0.147% 0.075% 0.023% 0.033% 0.197% 0.216%
14.87 1.98 1.98 0.40 60.41 41.88 48.09 48.09 48.09
m3 m3 m3 m3 kg m2 m2 m2 m2
Rp Rp Rp Rp Rp Rp Rp Rp Rp
1,281,862.23 599,381.68 1,692,778.51 638,207.47 817,084.18 7,859,393.14 16,093,734.17 2,815,986.91 3,925,570.92
0.022% 0.010% 0.028% 0.011% 0.014% 0.132% 0.271% 0.047% 0.066%
3.20 0.16 0.16 0.96 1,722.06 3.60
m3 m3 m3 m3 kg m2
Rp Rp Rp Rp Rp Rp
275,880.00 48,488.00 136,940.19 1,521,421.10 23,293,816.76 675,536.40
0.005% 0.001% 0.002% 0.026% 0.392% 0.011%
NO.
URAIAN PEKERJAAN
JUMLAH HARGA
BOBOT
m3 m2 m2
1,204,810.20 1,223,261.33 210,810.60 293,876.35
0.020% 0.021% 0.004% 0.005%
42.55 42.55 0.85 0.85 3.40
m3 m3 m3 m3 m3
Rp Rp Rp Rp Rp
3,668,341.88 1,921,930.31 257,895.55 728,350.66 5,394,705.67
0.062% 0.032% 0.004% 0.012% 0.091%
391.57 256.83
kg kg
Rp Rp
5,296,592.68 3,474,058.54
0.089% 0.058%
2 Dinding Beton tebal 20cm - Beton K300 + Water proofing Integral ex. Fosroc - Pembesian dia. 10 mm - Bekesting batako - Bekesting plywood - Waterproofing coating
16.60 1,927.61 41.50 41.50 58.52
m3 kg m2 m2 m2
Rp Rp Rp Rp Rp
26,307,906.60 26,074,134.98 7,787,433.50 13,888,784.25 3,426,843.42
0.443% 0.439% 0.131% 0.234% 0.058%
3 Sloof (25x40cm) - Galian sloof - Pembuangan sisa galian - Urugan pasir tebal 5cm - Beton rabat tebal 5cm - Beton K300 + Water proofing Integral ex. Fosroc - Pembesian dia. 16 mm
1.87 1.87 0.21 0.21 1.87 162.09
m3 m3 m3 m3 m3 kg
Rp Rp Rp Rp Rp Rp
161,001.84 84,352.64 62,882.88 177,594.31 2,959,639.49 2,192,529.82
0.003% 0.001% 0.001% 0.003% 0.050% 0.037%
Begesting plywood urugan pasir tebal 5 cm area pembatas parkir Water proofing coating ex. Brushbond flex ex. Fosroc Plesteran dinding gutter
GROUND TANK 1 Ground Tank slab & plat Roof - Galian tanah - Pembuangan sisa galian - Pek. Urugan pasir di bawah pondasi tebal 5cm - Pek. Beton rabat di bawah pondasi tebal 5cm - Beton slab K300 + Water proofing Integral ex. Fosroc - Pembesian dia. 16 mm - Pembesian dia. 13 mm
3.60 4.04 3.60 3.60
SAT
Rp Rp Rp Rp
7 8 9 10 p
VOL
NO.
URAIAN PEKERJAAN
- Pembesian dia. 10 mm - Bekesting 4 Pondasi plat menerus - Galian tanah - Pembuangan sisa galian - Pek. Urugan pasir di bawah pondasi tebal 5cm - Pek. Beton rabat di bawah pondasi tebal 5cm - Beton K300 + Water proofing Integral ex. Fosroc - Pembesian dia. 13 mm - Pembesian dia. 12 mm - Bekesting 5 Finishing Pek. Plesteran dinding dan lantai Pek. Acian dinding dan lantai Tutup Plat manhole 600 x 600 mm
II II.1
SAT
JUMLAH HARGA
BOBOT
94.41 4.98
kg m2
Rp Rp
1,277,013.56 934,492.02
0.021% 0.016%
2.12 2.12 0.66 0.66 2.74 356.98 201.86 9.96
m3 m3 m3 m3 m3 kg kg m2
Rp Rp Rp Rp Rp Rp Rp Rp
182,468.76 95,599.66 201,225.20 568,301.81 4,340,804.59 4,828,705.11 2,730,487.60 1,868,984.04
0.003% 0.002% 0.003% 0.010% 0.073% 0.081% 0.046% 0.031%
58.52 58.52 1.00
m2 m2 unt
Rp Rp Rp
4,777,123.37 2,739,028.60 3,500,000.00
0.080% 0.046% 0.059%
157.60 1.00 1.00 1.00
M Unit Unit Unit
Rp Rp Rp Rp
12,519,192.40 90,000,000.00 45,000,000.00 15,000,000.00
0.211% 1.514% 0.757% 0.252%
PEKERJAAN STRUKTUR NON STANDAR PEKERJAAN PERSIAPAN 1 2 3 4
II.2 A1
VOL
Pek. Pengukuran dan pemasangan bowplank Mobilisasi & demobilisasi alat pancang HSPD 120 Sewa Tower Crane Sewa Mobil Crane
PEKERJAAN STRUKTUR PONDASI TIANG PANCANG STRUKTUR PONDASI TIANG PANCANG TURAP :
NO.
URAIAN PEKERJAAN
1 2 3 4
A2 1 2 3 4 5
B
Tiang pancang 250x250 mm, panjang 4000 mm Handling Jasa pemancangan Potong tiang diatas tanah Pek. Dinding Batako antar celah turap area ramp 2 Pek. Plesteran dinding PEKERJAAN CAPING BEAM TURAP Galian sloof turap Pembuangan tanah galian Urugan pasir bawah sloof turap t=150 mm Rabatan sloof turap t= 100 mm Sloof turap 333x333 mm - Beton K-300 - Besi D16 (tulangan utama) - Besi D13 (tulangan samping) - Besi D16 (begel bawah) - Besi D13 (begel atas) - Begisting batako
STRUKTUR PONDASI TIANG PANCANG BANGUNAN 1 Tiang pancang 30x30 panjang 6 mtr area basement Tiang pancang 30x30 panjang 8 mtr area ramp 1 2 Handling 3 Jasa pemancangan 4 Potong tiang diatas tanah 5 Jasa pemancangan dengan ruyung, dalam 2.5 mtr 6 Tes PDA
VOL
SAT
JUMLAH HARGA
BOBOT
588.00 588.00 588.00 147.00 20.86 41.72
m1 m1 m1 bh m2 m2
Rp Rp Rp Rp Rp Rp
145,530,000.00 4,616,535.00 67,493,580.00 13,615,140.00 3,914,358.14 3,405,700.39
2.449% 0.078% 1.136% 0.229% 0.066% 0.057%
36.66 36.66 1.85 1.23
m3 m3 m3 m3
Rp Rp Rp Rp
3,160,705.43 1,655,967.68 561,309.21 1,056,835.95
0.053% 0.028% 0.009% 0.018%
16.01 1,892.29 936.90 1,136.92 301.00 170.52
m3 kg kg kg kg m2
Rp Rp Rp Rp Rp Rp
22,755,216.56 25,596,384.80 12,673,210.05 15,378,725.89 4,071,520.18 31,997,907.48
0.383% 0.431% 0.213% 0.259% 0.069% 0.538%
1,152.00 288.00 1,440.00 1,440.00 228.00 480.00 3.00
m1 m1 m1 m1 bh m1 ttk
Rp Rp Rp Rp Rp Rp Rp
411,840,000.00 102,960,000.00 11,305,800.00 165,290,400.00 21,117,360.00 55,096,800.00 42,000,000.00
6.930% 1.732% 0.190% 2.781% 0.355% 0.927% 0.707%
NO.
URAIAN PEKERJAAN
VOL
SAT
JUMLAH HARGA
Rp SCHEDULE RENCANA (%)
REALISASI (%)
DEVIASI (%)
KETERANGAN : JANGKA WAKTU PELAKSANAAN
: 63 HARI KALENDER
MASA PEMELIHARAAN
: 730 HARI KALENDER
5,943,151,315.68
BOBOT
100.00%
JADUAL WAKTU PELAKSANAAN Bulan Ke-1
Bulan Ke-2
PROSENTASE
1
2
3
4
5
6
7
8
9
7
14
21
28
35
42
49
56
63
0.505%
0.505% 0.808% 2.272% 0.673% 1.346%
4.207% 0.028%
0.028%
0.028%
0.028%
0.028%
0.028%
0.028%
0.028%
0.028%
0.024%
0.024%
0.024%
0.024%
0.024%
0.024%
0.024%
0.024%
0.024%
0.103%
0.103%
0.103%
0.103%
0.103%
0.103%
0.103%
0.103%
0.103%
0.025% 0.421%
0.421% 0.168%
0.091%
0.091%
0.091%
0.091%
0.091%
0.091%
0.091%
0.091%
0.091%
0.021%
0.021%
0.021%
0.021%
0.021%
0.021%
0.021%
0.021%
0.021%
0.045%
0.045%
0.045%
0.045%
0.045%
0.652%
0.652%
0.652%
0.652% 0.681%
0.681%
0.116%
0.116%
0.116%
0.116%
0.116%
0.116%
0.116%
0.116%
JADUAL WAKTU PELAKSANAAN Bulan Ke-1
Bulan Ke-2
PROSENTASE
1
2
3
4
5
6
7
8
9
7
14
21
28
35
42
49
56
63
1.535%
1.535% 0.199% 0.068% 0.583%
0.583%
0.136% 0.073%
0.073%
0.073%
0.206%
0.206%
0.206%
0.061%
0.061%
0.207% 0.061%
0.061%
0.061%
0.066%
1.142% 0.514%
0.514%
0.514%
0.514% 0.302%
0.514%
JADUAL WAKTU PELAKSANAAN Bulan Ke-1
Bulan Ke-2
PROSENTASE
1
2
3
4
5
6
7
8
9
7
14
21
28
35
42
49
56
63
1.866% 0.796%
0.796%
0.796%
0.796%
0.796%
0.666%
0.585% 0.394%
0.394%
0.394%
0.394%
0.668%
0.182% 0.136%
0.136%
0.136%
0.136%
0.236%
0.795% 0.535%
0.535%
0.535%
0.535%
0.280%
0.280%
0.280%
0.280%
1.121%
1.121%
1.121%
0.607%
0.607%
1.832%
1.832%
1.121%
1.121%
1.362% 0.607%
0.607%
0.425%
JADUAL WAKTU PELAKSANAAN Bulan Ke-1
Bulan Ke-2
PROSENTASE
1
2
3
4
5
6
7
8
9
7
14
21
28
35
42
49
56
63
3.136% 3.192%
0.579%
0.633% 0.063% 0.179% 1.602% 1.137%
1.137%
1.137%
0.716%
0.716%
0.716% 0.718%
0.083% 0.110% 0.081%
0.196% 0.003% 0.099% 0.028% 0.276%
0.103%
JADUAL WAKTU PELAKSANAAN Bulan Ke-1
Bulan Ke-2
PROSENTASE
1
2
3
4
5
6
7
8
9
7
14
21
28
35
42
49
56
63
0.039% 0.012% 0.018% 0.138%
0.147%
0.008%
0.037%
0.037%
0.008%
0.008% 0.033% 0.098%
0.098%
0.216%
0.022% 0.010% 0.028% 0.011% 0.014% 0.132% 0.271% 0.047% 0.066%
0.005% 0.001% 0.002% 0.026% 0.392% 0.011%
JADUAL WAKTU PELAKSANAAN Bulan Ke-1
Bulan Ke-2
PROSENTASE
1
2
3
4
5
6
7
8
9
7
14
21
28
35
42
49
56
63
0.020% 0.021% 0.004% 0.005%
0.062% 0.032% 0.004% 0.012% 0.091%
0.089% 0.058%
0.443% 0.439% 0.131% 0.234% 0.058%
0.003% 0.001% 0.001% 0.003% 0.050% 0.018%
0.018%
JADUAL WAKTU PELAKSANAAN Bulan Ke-1
Bulan Ke-2
PROSENTASE
1
2
3
4
5
6
7
8
9
7
14
21
28
35
42
49
56
63
0.011%
0.011%
0.016%
0.003% 0.002% 0.003% 0.010% 0.073% 0.081% 0.046% 0.031%
0.080% 0.046% 0.059%
0.211% 1.514% 0.151%
0.151%
0.151%
0.151%
0.151%
0.050%
0.050%
0.050%
0.050%
0.050%
JADUAL WAKTU PELAKSANAAN Bulan Ke-1
Bulan Ke-2
PROSENTASE
1
2
3
4
5
6
7
8
9
7
14
21
28
35
42
49
56
63
1.224%
1.224%
0.039%
0.039%
0.568%
0.568%
0.115%
0.115% 0.066% 0.057%
0.053% 0.028% 0.009% 0.018%
0.383% 0.431% 0.213% 0.259% 0.069% 0.538%
2.310%
2.310%
2.310%
0.063%
0.063%
0.063%
0.927%
0.927%
0.927%
0.118%
0.118%
0.118%
0.309%
0.309%
0.309%
0.236%
0.236%
0.236%
1.732%
JADUAL WAKTU PELAKSANAAN Bulan Ke-1
Bulan Ke-2
PROSENTASE
1
2
3
4
5
6
7
8
9
7
14
21
28
35
42
49
56
63
9.114%
15.195%
13.594%
17.001%
9.615%
22.479%
9.773%
1.881%
1.348%
9.1%
24.3%
37.9%
54.9%
64.5%
87.0%
96.8%
98.7%
100.0%
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