Download - Frm Lapran Mingguan Bbk
-
8/18/2019 Frm Lapran Mingguan Bbk
1/4
PR0GRAM : PENGEMBANGAN PERDAGANGAN DALAM NEGERI Minggu Ke : I SATU)
PEKERJAAN : PEMBANGUNAN PASAR TRADISIONAL BAHARI BERKESAN
LOKASI : KELURAHAN GAMALAMA KOTA TERNATE Periode : 1
SUMBER DANA : APBN-P T.A 2015
K ON TR AK TO R PE LA KS AN A : P T CA KR AW AL A IN DA H PE RS ADA
JANGKA WAKTU PELAKSANAAN : 90 (SEMBIAN PUUH) HARI KALENDER KONSULTAN SUPERVISI : CV. PUTRA ARENA MASA
NO. KONTRAK : 870/217/DPP-KT/IX/2015
TANGGAL : 30 SEPTEMBER 2015
Jumlah Harga Bobot Jumlah Harga Bobot Jumlah Harga Bobot
(Rp.) (Rp.) (%) (Rp) (%) (Rp) (%) (Rp) (%)
A PEKERJAAN PERSIAPAN
1 Pembersihan Lokasi 1,449.50 Ls 9,449.65 13,697,267.68 0.22 1,449.50 13,697,267.68 0.22 - - - 1,449.50 13,697,267.68 0.22
2 Pengukuran/Pasang Bouwplank 180.65 m1 72,072.92 13,019,973.02 0.21 180.65 13,019,973.02 0.21 - - - 180.65 13,019,973.02 0.21
3 Papan Nama Proyek 1.00 Ls 450,000.00 450,000.00 0.01 1.00 450,000.00 0.01 - - - 1.00 450,000.00 0.01
4 Admnistrasi dan Dokumentasi 1.00 Ls 30,000,000.00 30,000,000.00 0.48 1.00 30,000,000.00 0.48 - - - 1.00 30,000,000.00 0.48
5 Asbulit Drawing 1.00 Ls 20,000,000.00 20,000,000.00 0.32 1.00 20,000,000.00 0.32 - - - 1.00 20,000,000.00 0.32
6 Direksi Keet + Barak Kerja 48.00 m2 1,055,083.36 50,644,001.26 0.81 48.00 50,644,001.26 0.81 - - - 48.00 50,644,001.26 0.81
7 Penyediaan Air Kerja 1.00 Ls 4,404,000.00 4,404,000.00 0.07 1.00 4,404,000.00 0.07 - - - 1.00 4,404,000.00 0.07
8 Pek. Quality Kontrol 1.00 Ls 9,500,000.00 9,500,000.00 0.15 1.00 9,500,000.00 0.15 - - - 1.00 9,500,000.00 0.15
9 Pek. Pagar Pengamanan seng 186.00 m1 300,237.19 55,844,116.77 0.89 186.00 55,844,116.77 0.89 - - - 186.00 55,844,116.77 0.89
10 UPL Dan UKL 1.00 Ls 35,000,000.00 35,000,000.00 0.56 1.00 35,000,000.00 0.56 - - - 1.00 35,000,000.00 0.56
B PEMBANGUNAN KIOS PEDAGANG
II PEKERJAAN TANAH
1 Pek. Galian Tanah Pondasi Menerus 242.32 m3 40,121.20 9,722,213.32 0.16 242.32 9,722,213.32 0.16 - - - 242.32 9,722,213.32 0.16
2 Pek. Urugan Kembali Pondasi Menerus 60.58 m3 19,234.95 1,165,258.56 0.02 60.58 1,165,258.56 0.02 - - - 60.58 1,165,258.56 0.02
3 Pek. Urugan Pasir bwh Pondasi Menerus & bawah Lantai 158.90 m3
280,373.10 44,550,668.77 0.71 158.90 44,550,668.77 0.71 - - - 158.90 44,550,668.77 0.71 4 Pek. Timbunan Tanah + Pemadatan 806.20 m
3 231,581.35 186,700,421.21 2.98 806.20 186,700,421.21 2.98 - - - 806.20 186,700,421.21 2.98
III PEKERJAAN PASANGAN
1 Pek. Batu Kali Pondasi Camp. 1 : 4 178.38 m3 960,093.87 171,265,384.91 2.74 178.38 171,265,384.91 2.74 - - - 178.38 171,265,384.91 2.74
2 Pek. Batu Kosong 117.19 m3 526,344.67 61,680,858.35 0.99 117.19 61,680,858.35 0.99 - - - 117.19 61,680,858.35 0.99
3 Pek. Pasangan Dinding Camp. 1 : 4 2,110.06 m2 199,764.59 421,516,060.50 6.74 2,110.06 421,516,060.50 6.74 - - - 2,110.06 421,516,060.50 6.74
4 Pek. Plesteran Dinding Camp. 1 : 4 4,220.13 m2 54,984.83 232,043,020.66 3.71 4,220.13 232,043,020.66 3.71 - - - 4,220.13 232,043,020.66 3.71
5 Pek. Plesteran Beton Camp. 1 : 3, t = 20 mm 200.10 m2 54,984.83 11,002,415.00 0.18 200.10 11,002,415.00 0.18 - - - 200.10 11,002,415.00 0.18
6 Pek. Plesteran Comprot 99.23 m2 62,674.29 6,219,170.09 0.10 99.23 6,219,170.09 0.10 - - - 99.23 6,219,170.09 0.10
7 Pek. Granit Lantai 60 x 60 cm 1,143.11 m2 266,982.02 305,189,814.66 4.88 1,143.11 305,189,814.66 4.88 - - - 1,143.11 305,189,814.66 4.88
8 Pek. Granit Tangga 30 x 60 cm 36.41 m2 217,225.54 7,908,095.63 0.13 36.41 7,908,095.63 0.13 - - - 36.41 7,908,095.63 0.13
9 Pek. Keramik Lantai KM/WC uk. 30 x 30 cm 24.64 m2 192,934.49 4,753,905.72 0.08 24.64 4,753,905.72 0.08 - - - 24.64 4,753,905.72 0.08
10 Pek. Granit Dinding KM/WC uk. 30 x 60 cm 44.96 m2 290,840.44 13,076,186.30 0.21 44.96 13,076,186.30 0.21 - - - 44.96 13,076,186.30 0.21
11 Pek. Glass Block 9.60 m2 785,978.90 7,545,397.43 0.12 9.60 7,545,397.43 0.12 - - - 9.60 7,545,397.43 0.12
12 Pek. Roster 20/30 3.15 m2 363,380.12 1,144,647.37 0.02 3.15 1,144,647.37 0.02 - - - 3.15 1,144,647.37 0.02
13 Pek. Profil Beton 209.36 m1 62,674.29 13,121,489.98 0.21 209.36 13,121,489.98 0.21 - - - 209.36 13,121,489.98 0.21
IV PEKERJAAN BETON
1 Pek. Sloof Beton 15/20 145 Kg 28.22 m3 5,535,311.26 156,187,110.27 2.50 28.22 156,187,110.27 2.50 - - - 28.22 156,187,110.27 2.50
2 Pek. Kolom Beton K1 20/30 145 Kg 6.75 m3 7,804,238.94 52,678,612.83 0.84 6.75 52,678,612.83 0.84 - - - 6.75 52,678,612.83 0.84
3 Pek. Kolom Beton K2 15/30 160 Kg 3.11 m
3 8,093,000.33 25,128,766.03 0.40 3.11 25,128,766.03 0.40 - - - 3.11 25,128,766.03 0.40
4 Pek. Kolom Beton K3 20/20 140 Kg 20.78 m3 7,707,985.14 160,141,099.26 2.56 20.78 160,141,099.26 2.56 - - - 20.78 160,141,099.26 2.56
5 Pek. Kolom Praktis Beton 10/20 200 Kg 12.60 m3 8,863,030.72 111,674,187.06 1.78 12.60 111,674,187.06 1.78 - - - 12.60 111,674,187.06 1.78
6 Pek. Kolom Beton Hias 8/30 180 Kg 1.04 m3 8,478,015.53 8,779,832.88 0.14 1.04 8,779,832.88 0.14 - - - 1.04 8,779,832.88 0.14
7 Pek. Balok Beton B1 15/45 180 Kg 5.75 m3 7,782,833.70 44,785,343.67 0.72 5.75 44,785,343.67 0.72 - - - 5.75 44,785,343.67 0.72
8 Pek. Balok Beton B2 15/20 145 Kg 1.51 m3 7,109,057.11 10,723,301.75 0.17 1.51 10,723,301.75 0.17 - - - 1.51 10,723,301.75 0.17
9 Pek. Ring Balok Beton 15/20 200 Kg 25.29 m3 7,109,057.11 179,822,177.81 2.87 25.29 179,822,177.81 2.87 - - - 25.29 179,822,177.81 2.87
1 0 P ek. B alo k L at ai 1 5/ 20 ( Atas P in tu H ar mo nika) 2 00 K g 5 .2 4 m3 7,109,057.11 37,279,895.49 0.60 5.24 37,279,895.49 0.60 - - - 5.24 37,279,895.49 0.60
11 Pek. Kanopi Beton 8/83 100 Kg 5.59 m3 6,113,368.51 34,187,228.27 0.55 5.59 34,187,228.27 0.55 - - - 5.59 34,187,228.27 0.55
12 Pek. Rabat Lantai Beton Camp. 1 : 3 : 5 90.72 m3 1,005,901.65 91,256,101.82 1.46 90.72 91,256,101.82 1.46 - - - 90.72 91,256,101.82 1.46
V PEKERJAAN KAYU
1 Pek. Kusen Pintu Kayu Kls I 0.52 m3 7,987,637.00 4,177,598.05 0.07 0.52 4,177,598.05 0.07 - - - 0.52 4,177,598.05 0.07
2 Pek. Daun Pintu Panel Kayu Kls I 14.24 m2 558,756.80 7,953,903.05 0.13 14.24 7,953,903.05 0.13 - - - 14.24 7,953,903.05 0.13
3 Pek. Daun Jendela Kayu Kls II + Kaca 5 mm 5.10 m2 618,972.26 3,156,758.51 0.05 5.10 3,156,758.51 0.05 - - - 5.10 3,156,758.51 0.05
3 Pek. Rangka Besi Hollow 40.40.2 mm 1,013.57 m2 648,578.66 657,379,876.08 10.51 1,013.57 657,379,876.08 10.51 - - - 1,013.57 657,379,876.08 10.51
4 Pek. Plafond Gypsum 1,013.57 m2 61,183.81 62,014,077.12 0.99 1,013.57 62,014,077.12 0.99 - - - 1,013.57 62,014,077.12 0.99
5 Pek. List Plafond gipsum Profil 1,319.79 m1 37,752.71 49,825,646.71 0.80 1,319.79 49,825,646.71 0.80 - - - 1,319.79 49,825,646.71 0.80
SAMPAI BULAN INI
Volume Volume Volume
L POR N MINGGU N
NO. URAIAN PEKERJAAN VOLUME SATUANH AR GA S AT UA N JU ML AH H AR GA BOBOT
SAMPAI BULAN LALU BULAN INI
-
8/18/2019 Frm Lapran Mingguan Bbk
2/4
VI PEKERJAAN ATAP
1 Pek. Rangka Atap Baja Ringan 1,222.14 m2 373,305.75 456,230,471.47 7.29 1,222.14 456,230,471.47 7.29 - - - 1,222.14 456,230,471.47 7.29
2 Pek. Atap Ounduline Tebal 0.35 mm 1,222.14 m2 94,283.62 115,227,422.85 1.84 1,222.14 115,227,422.85 1.84 - - - 1,222.14 115,227,422.85 1.84
VII PEKERJAAN BESI
1 Pek. Pintu Harmonika 421.50 m2 1,201,302.61 506,349,048.74 8.09 421.50 506,349,048.74 8.09 - - - 421.50 506,349,048.74 8.09
2 Pemasangan Papan Nama Bangunan (Stainlees) 1.00 Ls 25,000,000.00 25,000,000.00 0.40 1.00 25,000,000.00 0.40 - - - 1.00 25,000,000.00 0.40
VIII PEKERJAAN PENGECETAN/FINISHING
1 Pengecetan Tembok dan Beton 4,375.27 m2 33,170.89 145,131,523.27 2.32 4,375.27 145,131,523.27 2.32 - - - 4,375.27 145,131,523.27 2.32
2 Pengecetan Plafon 1,013.57 m2 51,034.78 51,727,326.53 0.83 1,013.57 51,727,326.53 0.83 - - - 1,013.57 51,727,326.53 0.83
3 Pek. Pengecetan Kayu 67.20 m2 51,034.78 3,429,537.52 0.05 67.20 3,429,537.52 0.05 - - - 67.20 3,429,537.52 0.05
4 Pek. Acian 4,375.27 m2 22,196.40 97,115,193.73 1.55 4,375.27 97,115,193.73 1.55 - - - 4,375.27 97,115,193.73 1.55
IX PEKERJAAN SANITASI1 Pek. Kloset Jongkok 8.00 Bh 798,078.96 6,384,631.70 0.10 8.00 6,384,631.70 0.10 - - - 8.00 6,384,631.70 0.10
2 Pek. Kran Air 8.00 Bh 79,928.59 639,428.70 0.01 8.00 639,428.70 0.01 - - - 8.00 639,428.70 0.01
3 Septictank + Perlengkapan 2.00 Ls 8,500,000.00 17,000,000.00 0.27 2.00 17,000,000.00 0.27 - - - 2.00 17,000,000.00 0.27
4 Profil Tank Stainlees 2500 Ltr (Tanam) 2.00 Bh 6,409,185.18 12,818,370.36 0.20 2.00 12,818,370.36 0.20 - - - 2.00 12,818,370.36 0.20
5 Profil Tank Stainlees 1100 Ltr (Lantai Atap) 2.00 Bh 3,165,763.47 6,331,526.95 0.10 2.00 6,331,526.95 0.10 - - - 2.00 6,331,526.95 0.10
6 Pompa Air Hisap 1" 2.00 Bh 3,750,000.00 7,500,000.00 0.12 2.00 7,500,000.00 0.12 - - - 2.00 7,500,000.00 0.12
7 Pompa Air Dorong 1" 2.00 Bh 3,750,000.00 7,500,000.00 0.12 2.00 7,500,000.00 0.12 - - - 2.00 7,500,000.00 0.12
8 Penyambungan Air + Instalasi 1.00 Ls 2,100,000.00 2,100,000.00 0.03 1.00 2,100,000.00 0.03 - - - 1.00 2,100,000.00 0.03
9 Pipa Pembuang Air PVC 4" 52.00 M1 73,192.15 3,805,991.98 0.06 52.00 3,805,991.98 0.06 - - - 52.00 3,805,991.98 0.06
10 Pipa Pembuangan Air PVC 3" 28.14 M1 58,119.59 1,635,485.32 0.03 28.14 1,635,485.32 0.03 - - - 28.14 1,635,485.32 0.03
11 Pipa Pembuangan Air PVC 2" 12.00 M1 30,543.15 366,517.83 0.01 12.00 366,517.83 0.01 - - - 12.00 366,517.83 0.01
12 Pipa Pembuangan Air PVC 1" 12.00 M1 34,171.82 410,061.80 0.01 12.00 410,061.80 0.01 - - - 12.00 410,061.80 0.01
13 Pek. Pipa 1/2 48.00 M1 54,141.05 2,598,770.30 0.04 48.00 2,598,770.30 0.04 - - - 48.00 2,598,770.30 0.04
14 Pek. Pipa 3/4 60.00 M1 79,794.21 4,787,652.67 0.08 60.00 4,787,652.67 0.08 - - - 60.00 4,787,652.67 0.08
X PEKERJAAN INSTALASI LISTRIK
1 Penyambungan Daya Listrik 23500 VA 1.00 Ls 28,336,000.00 28,336,000.00 0.45 1.00 28,336,000.00 0.45 - - - 1.00 28,336,000.00 0.45
2 B ox Panel 1.00 Ls 7,500,000.00 7,500,000.00 0.12 1.00 7,500,000.00 0.12 - - - 1.00 7,500,000.00 0.12
3 Pek. Kabel NYM 2 x 2.5 mm 612.50 M1 18,451.33 11,301,441.14 0.18 612.50 11,301,441.14 0.18 - - - 612.50 11,301,441.14 0.18
4 Pek. Kabel NYM 3 x 2.5 mm 752.50 M1 24,177.28 18,193,400.83 0.29 752.50 18,193,400.83 0.29 - - - 752.50 18,193,400.83 0.29
5 Titik Instalasi 252.00 T itik 170,604.91 42,992,437.22 0.69 252.00 42,992,437.22 0.69 - - - 252.00 42,992,437.22 0.69
6 Stop Kontak 62.00 Bh 34,345.76 2,129,437.39 0.03 62.00 2,129,437.39 0.03 - - - 62.00 2,129,437.39 0.03
7 Stop Kontak AC 2.00 Bh 175,000.00 350,000.00 0.01 2.00 350,000.00 0.01 - - - 2.00 350,000.00 0.01
8 Sakl ar T un gga l 6 0. 00 Bh 34,345.76 2,060,745.86 0.03 60.00 2,060,745.86 0.03 - - - 60.00 2,060,745.86 0.03
9 S aklar G and a 9 .0 0 Bh 40,565.32 365,087.92 0.01 9.00 365,087.92 0.01 - - - 9.00 365,087.92 0.01
10 Lampu Jari-jari 40 Watt Philips 102.00 Bh 68,701.43 7,007,545.92 0.11 102.00 7,007,545.92 0.11 - - - 102.00 7,007,545.92 0.11
11 Lampu Jari-jari 8 Watt 17.00 Bh 43,823.19 744,994.22 0.01 17.00 744,994.22 0.01 - - - 17.00 744,994.22 0.01
12 Lampu Sorot 500 Watt 8.00 Bh 522,531.88 4,180,255.08 0.07 8.00 4,180,255.08 0.07 - - - 8.00 4,180,255.08 0.07
XI PEKERJAAN KUNCI-KUNCI
1 Kunci Pintu Tanam Kualitas Baik 10.00 Bh 373,450.52 3,734,505.24 0.06 10.00 3,734,505.24 0.06 - - - 10.00 3,734,505.24 0.06
2 Engsel Jendela Kualitas Baik 16.00 Bh 50,611.63 809,786.10 0.01 16.00 809,786.10 0.01 - - - 16.00 809,786.10 0.01
3 Engsel Pintu Kualitas Baik 30.00 Bh 69,302.99 2,079,089.81 0.03 30.00 2,079,089.81 0.03 - - - 30.00 2,079,089.81 0.03
4 Grendel Pintu Kualitas Baik 10.00 Bh 34,519.75 345,197.53 0.01 10.00 345,197.53 0.01 - - - 10.00 345,197.53 0.01
5 Grendel Jendela Kualitas Baik 12.00 Bh 34,519.75 414,237.04 0.01 12.00 414,237.04 0.01 - - - 12.00 414,237.04 0.01
C PEMBANGUNAN RUANG GREY BULOG, PENGELOLA & MUSALLAH
PEKERJAAN LANTAI I
I PEK ER JA AN T AN AH
1 Pek. Galian Tanah Pondasi Poer 81.00 m3 40,121.20 3,249,817.20 0.05 81.00 3,249,817.20 0.05 - - - 81.00 3,249,817.20 0.05
2 Pek. Galian Tanah Pondasi Menerus 24.12 m3 40,121.20 967,707.30 0.02 24.12 967,707.30 0.02 - - - 24.12 967,707.30 0.02 3 Pek. Urugan Kembali Pondasi Poer 60.75 m
3 19,234.95 1,168,523.21 0.02 60.75 1,168,523.21 0.02 - - - 60.75 1,168,523.21 0.02
4 Pek. Urugan Kembali Pondasi Menerus 6.03 m3 19,234.95 115,984.83 0.00 6.03 115,984.83 0.00 - - - 6.03 115,984.83 0.00
5 Pek. U ru ga n Pas ir b wh Poe r M en er us , Pon das i M en er us & ba wa h L an ta i 9 .6 0 m3 280,373.10 2,692,927.55 0.04 9.60 2,692,927.55 0.04 - - - 9.60 2,692,927.55 0.04
6 Pek. Timbunan Tanah + Pemadatan 39.57 m3 231,581.35 9,163,210.86 0.15 39.57 9,163,210.86 0.15 - - - 39.57 9,163,210.86 0.15
I I PEKERJAAN PASANGAN
1 Pek. Batu Kali Pondasi Camp. 1 : 4 13.30 m3 960,093.87 12,770,448.59 0.20 13.30 12,770,448.59 0.20 - - - 13.30 12,770,448.59 0.20
2 Pek. Batu Kosong 5.68 m3 526,344.67 2,987,111.28 0.05 5.68 2,987,111.28 0.05 - - - 5.68 2,987,111.28 0.05
3 Pek. Pasangan Dinding Camp. 1 : 4 92.94 m2 199,764.59 18,566,120.58 0.30 92.94 18,566,120.58 0.30 - - - 92.94 18,566,120.58 0.30
4 Pek. Plesteran Dinding Camp. 1 : 4 185.88 m2 54,984.83 10,220,580.20 0.16 185.88 10,220,580.20 0.16 - - - 185.88 10,220,580.20 0.16
5 Pek. Plesteran Beton Camp. 1 : 3, t = 20 mm 151.26 m2 54,984.83 8,317,186.84 0.13 151.26 8,317,186.84 0.13 - - - 151.26 8,317,186.84 0.13
6 Pek. Plesteran Comprot 9.80 m2 62,674.29 614,270.75 0.01 9.80 614,270.75 0.01 - - - 9.80 614,270.75 0.01
7 Pek. Granit Lantai 60 x 60 cm 137.81 m2 266,982.02 36,791,457.00 0.59 137.81 36,791,457.00 0.59 - - - 137.81 36,791,457.00 0.59
8 Pek. Granit Tangga 30 x 60 cm 9.36 m2 217,225.54 2,033,231.02 0.03 9.36 2,033,231.02 0.03 - - - 9.36 2,033,231.02 0.03
9 Pek. Roster 20/30 1.20 m2 363,380.12 436,056.14 0.01 1.20 436,056.14 0.01 - - - 1.20 436,056.14 0.01
-
8/18/2019 Frm Lapran Mingguan Bbk
3/4
I II PEKERJAAN BETON
1 Pek. Lantai Kerja, Camp. 1 : 3 : 5 6.22 m3 1,005,901.65 6,252,684.66 0.10 6.22 6,252,684.66 0.10 - - - 6.22 6,252,684.66 0.10
2 Pek. Poer Plat 165 Kg 20.72 m3 5,547,437.90 114,942,913.30 1.84 20.72 114,942,913.30 1.84 - - - 20.72 114,942,913.30 1.84
3 Pek. Sloof Beton 20/50 225 Kg 5.18 m3 7,075,372.04 36,650,427.15 0.59 5.18 36,650,427.15 0.59 - - - 5.18 36,650,427.15 0.59
4 Pek. Sloof Beton 20/25 285 Kg 1.77 m3 8,230,417.62 14,596,645.64 0.23 1.77 14,596,645.64 0.23 - - - 1.77 14,596,645.64 0.23
5 Pek. Kolom Beton KA 25/30 250 Kg 5.39 m3 9,825,568.70 52,925,425.81 0.85 5.39 52,925,425.81 0.85 - - - 5.39 52,925,425.81 0.85
6 Pek. Kolom Beton KB 25/45 160 Kg 2.29 m3 8,093,000.33 18,500,598.76 0.30 2.29 18,500,598.76 0.30 - - - 2.29 18,500,598.76 0.30
7 Pek. Kolom Praktis Beton 10/20 200 Kg 0.07 m3 8,863,030.72 584,960.03 0.01 0.07 584,960.03 0.01 - - - 0.07 584,960.03 0.01
8 Pek. Balok Beton BA 20/40 275 Kg 4.14 m3 9,611,655.87 39,838,391.24 0.64 4.14 39,838,391.24 0.64 - - - 4.14 39,838,391.24 0.64
9 Pek. Balok Beton BB 25/30 260 Kg 2.84 m3 9,322,894.47 26,465,366.68 0.42 2.84 26,465,366.68 0.42 - - - 2.84 26,465,366.68 0.42
10 Pek. Ring Balok BG 20/30 155 Kg 1.32 m3 7,301,564.71 9,624,922.60 0.15 1.32 9,624,922.60 0.15 - - - 1.32 9,624,922.60 0.15
11 Pek. Balok Beton 15/50 180 Kg 1.77 m
3 7,782,833.70 13,769,778.52 0.22 1.77 13,769,778.52 0.22 - - - 1.77 13,769,778.52 0.22
1 2 P ek. B alo k L at ai 1 5/ 20 ( Atas P in tu H ar mo nika) 2 00 K g 0 .4 1 m3 7,109,057.11 2,932,486.06 0.05 0.41 2,932,486.06 0.05 - - - 0.41 2,932,486.06 0.05
13 Pek. Plat Lantai, Tebal 12 cm 100 Kg 11.33 m3 6,113,368.51 69,281,582.62 1.11 11.33 69,281,582.62 1.11 - - - 11.33 69,281,582.62 1.11
14 Pek. Kanopi Beton 8/83 100 Kg 2.16 m3 6,113,368.51 13,228,351.31 0.21 2.16 13,228,351.31 0.21 - - - 2.16 13,228,351.31 0.21
15 Pek. Rabat Lantai Beton Camp. 1 : 3 : 5 9.65 m3 1,005,901.65 9,703,279.38 0.16 9.65 9,703,279.38 0.16 - - - 9.65 9,703,279.38 0.16
IV PEKERJAAN BESI
1 Pek. Pintu Harmonika 34.38 m3 1,201,302.61 41,294,777.11 0.66 34.38 41,294,777.11 0.66 - - - 34.38 41,294,777.11 0.66
2 Rel ing Tangga Besi Hol low 3 .98 m2 829,274.70 3,300,845.03 0.05 3.98 3,300,845.03 0.05 - - - 3.98 3,300,845.03 0.05
2 Pek. Rangka Besi Hollow 40.40.2 mm 106.38 m2 648,578.66 68,995,798.23 1.10 106.38 68,995,798.23 1.10 - - - 106.38 68,995,798.23 1.10
3 Pek. Plafond Gypsum 106.38 m2 61,183.81 6,508,734.00 0.10 106.38 6,508,734.00 0.10 - - - 106.38 6,508,734.00 0.10
4 Pek. List Plafond gipsum Profil 189.28 m1 37,752.71 7,145,832.60 0.11 189.28 7,145,832.60 0.11 - - - 189.28 7,145,832.60 0.11
V PEKERJAAN PENGECETAN/FINISHING
1 Pengecetan Tembok dan Beton 346.94 m2 33,170.89 11,508,452.76 0.18 346.94 11,508,452.76 0.18 - - - 346.94 11,508,452.76 0.18
2 Pengecetan Plafon 106.38 m2 51,034.78 5,429,080.38 0.09 106.38 5,429,080.38 0.09 - - - 106.38 5,429,080.38 0.09
3 Pek. Pengecetan Lis Profil 18.93 m2 51,034.78 965,986.40 0.02 18.93 965,986.40 0.02 - - - 18.93 965,986.40 0.02
4 Pek. Acian 346.94 m2 22,196.40 7,700,915.66 0.12 346.94 7,700,915.66 0.12 - - - 346.94 7,700,915.66 0.12
VI PEKERJAAN SANITASI
1 Septictank + Perlengkapan 1.00 Ls 8,500,000.00 8,500,000.00 0.14 1.00 8,500,000.00 0.14 - - - 1.00 8,500,000.00 0.14
2 Pipa Pembuang Air PVC 4" 16.00 M1 73,192.15 1,171,074.46 0.02 16.00 1,171,074.46 0.02 - - - 16.00 1,171,074.46 0.02
3 Pipa Pembuangan Air PVC 3" 20.00 M1 58,119.59 1,162,391.84 0.02 20.00 1,162,391.84 0.02 - - - 20.00 1,162,391.84 0.02
4 Pipa Pembuangan Air PVC 2" 16.00 M1 30,543.15 488,690.44 0.01 16.00 488,690.44 0.01 - - - 16.00 488,690.44 0.01
5 Pipa Pembuangan Air PVC 1" 12.00 M1 34,171.82 410,061.80 0.01 12.00 410,061.80 0.01 - - - 12.00 410,061.80 0.01
6 Pek. Pipa 1/2 32.00 M1 54,141.05 1,732,513.54 0.03 32.00 1,732,513.54 0.03 - - - 32.00 1,732,513.54 0.03
7 Pek. Pipa 3/4 12.00 M1 79,794.21 957,530.53 0.02 12.00 957,530.53 0.02 - - - 12.00 957,530.53 0.02
VII PEKERJAAN INSTALASI LISTRIK
1 Penyambungan Daya Listrik 2500 VA 1.00 Ls 3,080,000.00 3,080,000.00 0.05 1.00 3,080,000.00 0.05 - - - 1.00 3,080,000.00 0.05
2 B ox Panel 1.00 Ls 7,500,000.00 7,500,000.00 0.12 1.00 7,500,000.00 0.12 - - - 1.00 7,500,000.00 0.12
3 Pek. Kabel NYM 2 x 2.5 mm 122.50 M1 18,451.33 2,260,288.23 0.04 122.50 2,260,288.23 0.04 - - - 122.50 2,260,288.23 0.04
4 Pek. Kabel NYM 3 x 2.5 mm 150.50 M1 24,177.28 3,638,680.17 0.06 150.50 3,638,680.17 0.06 - - - 150.50 3,638,680.17 0.06
5 Titik Instalasi 31.00 T itik 170,604.91 5,288,752.20 0.08 31.00 5,288,752.20 0.08 - - - 31.00 5,288,752.20 0.08
6 Stop Kontak 7.00 Bh 34,345.76 240,420.35 0.00 7.00 240,420.35 0.00 - - - 7.00 240,420.35 0.00
7 Stop Kontak AC 1.00 Bh 175,000.00 175,000.00 0.00 1.00 175,000.00 0.00 - - - 1.00 175,000.00 0.00
8 Sakl ar T un gga l 5 .0 0 Bh 34,345.76 171,728.82 0.00 5.00 171,728.82 0.00 - - - 5.00 171,728.82 0.00
9 S aklar G and a 7 .0 0 Bh 40,565.32 283,957.27 0.00 7.00 283,957.27 0.00 - - - 7.00 283,957.27 0.00
10 Lampu Jari-jari 40 Watt Philips 9.00 Bh 68,701.43 618,312.88 0.01 9.00 618,312.88 0.01 - - - 9.00 618,312.88 0.01
11 Lampu Jari-jari 25 Watt Philips 2.00 Bh 51,523.60 103,047.19 0.00 2.00 103,047.19 0.00 - - - 2.00 103,047.19 0.00
PEKERJAAN LANTAI II
I PEKERJAAN PASANGAN
1 Pek. Pasangan Dinding Camp. 1 : 4 170.95 m2 199,764.59 34,149,016.78 0.55 170.95 34,149,016.78 0.55 - - - 170.95 34,149,016.78 0.55
2 Pek. Plesteran Dinding Camp. 1 : 4 341.89 m2 54,984.83 18,798,906.49 0.30 341.89 18,798,906.49 0.30 - - - 341.89 18,798,906.49 0.30 3 Pek. Plesteran Beton Camp. 1 : 3, t = 20 mm 102.92 m
2 54,984.83 5,659,185.18 0.09 102.92 5,659,185.18 0.09 - - - 102.92 5,659,185.18 0.09
4 Pek. Keramik Lantai 60 x 60 cm 103.22 m2 266,982.02 27,557,883.90 0.44 103.22 27,557,883.90 0.44 - - - 103.22 27,557,883.90 0.44
5 Pek. Keramik Lantai KM/WC uk. 30 x 30 cm 3.55 m2 244,591.98 868,301.54 0.01 3.55 868,301.54 0.01 - - - 3.55 868,301.54 0.01
6 Pek. Keramik Dinding KM/WC uk. 30 x 60 cm 19.46 m2 217,225.54 4,226,774.48 0.07 19.46 4,226,774.48 0.07 - - - 19.46 4,226,774.48 0.07
7 Pek. Glass Block 0.64 m2 785,978.90 503,026.50 0.01 0.64 503,026.50 0.01 - - - 0.64 503,026.50 0.01
8 Pek. Roster 20/30 10.80 m2 363,380.12 3,924,505.28 0.06 10.80 3,924,505.28 0.06 - - - 10.80 3,924,505.28 0.06
9 Pek. Profil Beton 5.64 m1 62,674.29 353,483.01 0.01 5.64 353,483.01 0.01 - - - 5.64 353,483.01 0.01
I I PEKERJAAN BETON
1 Pek. Ring Balok Beton 15/35 300 Kg 1.86 m3 10,092,924.86 18,736,505.71 0.30 1.86 18,736,505.71 0.30 - - - 1.86 18,736,505.71 0.30
2 Pek. Balok Beton 15/30 210 Kg 1.02 m3 8,360,356.49 8,543,866.31 0.14 1.02 8,543,866.31 0.14 - - - 1.02 8,543,866.31 0.14
3 Pek. Balok Pagar10/20 200 Kg 0.43 m3 7,109,057.11 3,075,378.11 0.05 0.43 3,075,378.11 0.05 - - - 0.43 3,075,378.11 0.05
4 Pek. Balok Beton15/50 180 Kg 1.92 m3 7,782,833.70 14,931,366.45 0.24 1.92 14,931,366.45 0.24 - - - 1.92 14,931,366.45 0.24
5 Pek. Ring Balok Beton 15/20 200 Kg 0.48 m3 7,109,057.11 3,442,205.45 0.06 0.48 3,442,205.45 0.06 - - - 0.48 3,442,205.45 0.06
6 Pek. Kanopi Beton Tebal 10 cm 100 Kg 5.22 m3 6,113,368.51 31,933,547.20 0.51 5.22 31,933,547.20 0.51 - - - 5.22 31,933,547.20 0.51
-
8/18/2019 Frm Lapran Mingguan Bbk
4/4
I II PEKERJAAN KAYU
1 Pek. Kusen Pintu Kayu Kls I 0.87 m3 7,987,637.00 6,988,735.07 0.11 0.87 6,988,735.07 0.11 - - - 0.87 6,988,735.07 0.11
2 Pek. Daun Pintu Panel Kayu Kls I 4.80 m2 558,756.80 2,682,032.64 0.04 4.80 2,682,032.64 0.04 - - - 4.80 2,682,032.64 0.04
3 Pek. Pintu dan Jendela Kaca 5 mm Kayu Kls I 3.00 m2 618,972.26 1,856,916.77 0.03 3.00 1,856,916.77 0.03 - - - 3.00 1,856,916.77 0.03
3 Pek. Daun Jendela Kayu Kls II + Kaca 5 mm 12.95 m2 618,972.26 8,015,690.73 0.13 12.95 8,015,690.73 0.13 - - - 12.95 8,015,690.73 0.13
3 Pek. Rangka Besi Hollow 40.40.2 mm 100.42 m2 648,578.66 65,130,269.40 1.04 100.42 65,130,269.40 1.04 - - - 100.42 65,130,269.40 1.04
4 Pek. Plafond Gypsum 100.42 m2 61,183.81 6,144,078.48 0.10 100.42 6,144,078.48 0.10 - - - 100.42 6,144,078.48 0.10
5 Pek. List Plafond gipsum Profil 120.51 m1 37,752.71 4,549,578.86 0.07 120.51 4,549,578.86 0.07 - - - 120.51 4,549,578.86 0.07
IV PEKERJAAN ATAP
1 Pek. Rangka Atap Baja Ringan 177.02 m2 373,305.75 66,082,957.28 1.06 177.02 66,082,957.28 1.06 - - - 177.02 66,082,957.28 1.06
2 Pek. Atap Ounduline Tebal 0.35 mm 177.02 m2 94,283.62 16,690,180.37 0.27 177.02 16,690,180.37 0.27 - - - 177.02 16,690,180.37 0.27
V PEKERJAAN PENGECETAN/FINISHING
1 Pengecetan Tembok dan Beton 425.36 m2 33,170.89 14,109,480.92 0.23 425.36 14,109,480.92 0.23 - - - 425.36 14,109,480.92 0.23
2 Pengecetan Plafon 100.42 m2 51,034.78 5,124,913.06 0.08 100.42 5,124,913.06 0.08 - - - 100.42 5,124,913.06 0.08
3 Pek. Pengecetan Kayu 51.20 m2 51,034.78 2,612,980.97 0.04 51.20 2,612,980.97 0.04 - - - 51.20 2,612,980.97 0.04
4 Pek. Acian 425.36 m2 22,196.40 9,441,401.44 0.15 425.36 9,441,401.44 0.15 - - - 425.36 9,441,401.44 0.15
VI PEKERJAAN SANITASI
1 Pek. Kloset Jongkok 2.00 Bh 798,078.96 1,596,157.93 0.03 2.00 1,596,157.93 0.03 - - - 2.00 1,596,157.93 0.03
2 Pek. Kran Air 6.00 Bh 79,928.59 479,571.52 0.01 6.00 479,571.52 0.01 - - - 6.00 479,571.52 0.01
3 Septictank + Perlengkapan 2.00 Ls 8,500,000.00 17,000,000.00 0.27 2.00 17,000,000.00 0.27 - - - 2.00 17,000,000.00 0.27
4 Profil Tank Stainlees 2500 Ltr (Tanam) 1.00 Bh 6,409,185.18 6,409,185.18 0.10 1.00 6,409,185.18 0.10 - - - 1.00 6,409,185.18 0.10
5 Profil Tank Stainlees 1100 Ltr (Lantai Atap) 1.00 Bh 3,165,763.47 3,165,763.47 0.05 1.00 3,165,763.47 0.05 - - - 1.00 3,165,763.47 0.05
6 Pompa Air Hisap 1" 2.00 Bh 3,750,000.00 7,500,000.00 0.12 2.00 7,500,000.00 0.12 - - - 2.00 7,500,000.00 0.12
7 Pompa Air Dorong 1" 2.00 Bh 3,750,000.00 7,500,000.00 0.12 2.00 7,500,000.00 0.12 - - - 2.00 7,500,000.00 0.12
8 Penyambungan Air + Instalasi 1.00 Ls 2,100,000.00 2,100,000.00 0.03 1.00 2,100,000.00 0.03 - - - 1.00 2,100,000.00 0.03
9 Pipa Pembuang Air PVC 4" 4.00 M1 73,192.15 292,768.61 0.00 4.00 292,768.61 0.00 - - - 4.00 292,768.61 0.00
10 Pipa Pembuangan Air PVC 3" 12.00 M1 58,119.59 697,435.11 0.01 12.00 697,435.11 0.01 - - - 12.00 697,435.11 0.01
11 Pipa Pembuangan Air PVC 2" 12.00 M1 30,543.15 366,517.83 0.01 12.00 366,517.83 0.01 - - - 12.00 366,517.83 0.01
12 Pipa Pembuangan Air PVC 1" 16.00 M1 34,171.82 546,749.07 0.01 16.00 546,749.07 0.01 - - - 16.00 546,749.07 0.01
13 Pek. Pipa 1/2 48.00 M1 54,141.05 2,598,770.30 0.04 48.00 2,598,770.30 0.04 - - - 48.00 2,598,770.30 0.04
14 Pek. Pipa 3/4 24.00 M1 79,794.21 1,915,061.07 0.03 24.00 1,915,061.07 0.03 - - - 24.00 1,915,061.07 0.03
VII PEKERJAAN INSTALASI LISTRIK
1 Penyambungan Daya Listrik 23500 VA 1.00 Ls 28,336,000.00 28,336,000.00 0.45 1.00 28,336,000.00 0.45 - - - 1.00 28,336,000.00 0.45
2 B ox Panel 1.00 Ls 7,500,000.00 7,500,000.00 0.12 1.00 7,500,000.00 0.12 - - - 1.00 7,500,000.00 0.12
3 Pek. Kabel NYM 2 x 2.5 mm 157.50 M1 18,451.33 2,906,084.86 0.05 157.50 2,906,084.86 0.05 - - - 157.50 2,906,084.86 0.05
4 Pek. Kabel NYM 3 x 2.5 mm 107.50 M1 24,177.28 2,599,057.26 0.04 107.50 2,599,057.26 0.04 - - - 107.50 2,599,057.26 0.04
5 Titik Instalasi 24.00 T itik 170,604.91 4,094,517.83 0.07 24.00 4,094,517.83 0.07 - - - 24.00 4,094,517.83 0.07
6 Stop Kontak 5.00 Bh 34,345.76 171,728.82 0.00 5.00 171,728.82 0.00 - - - 5.00 171,728.82 0.00
7 Stop Kontak AC 1.00 Bh 175,000.00 175,000.00 0.00 1.00 175,000.00 0.00 - - - 1.00 175,000.00 0.00
8 Sakl ar T un gga l 5 .0 0 Bh 34,345.76 171,728.82 0.00 5.00 171,728.82 0.00 - - - 5.00 171,728.82 0.00
9 S aklar G and a 3 .0 0 Bh 40,565.32 121,695.97 0.00 3.00 121,695.97 0.00 - - - 3.00 121,695.97 0.00
10 Lampu Jari-jari 40 Watt Philips 9.00 Bh 68,701.43 618,312.88 0.01 9.00 618,312.88 0.01 - - - 9.00 618,312.88 0.01
11 Lampu Jari-jari 25 Watt Philips 2.00 Bh 51,523.60 103,047.19 0.00 2.00 103,047.19 0.00 - - - 2.00 103,047.19 0.00
VIII PEKERJAAN KUNCI-KUNCI
1 Kunci Pintu Tanam Kualitas Baik 5.00 Bh 373,450.52 1,867,252.62 0.03 5.00 1,867,252.62 0.03 - - - 5.00 1,867,252.62 0.03
2 Engsel Jendela Kualitas Baik 58.00 Bh 50,611.63 2,935,474.61 0.05 58.00 2,935,474.61 0.05 - - - 58.00 2,935,474.61 0.05
3 Engsel Pintu Kualitas Baik 18.00 Bh 69,302.99 1,247,453.89 0.02 18.00 1,247,453.89 0.02 - - - 18.00 1,247,453.89 0.02
4 Grendel Pintu Kualitas Baik 29.00 Bh 34,519.75 1,001,072.84 0.02 29.00 1,001,072.84 0.02 - - - 29.00 1,001,072.84 0.02
5 Grendel Jendela Kualitas Baik 5.00 Bh 34,519.75 172,598.76 0.00 5.00 172,598.76 0.00 - - - 5.00 172,598.76 0.00
a. JUMLAH TOTAL 6,257,296,500.64 100.00 6,257,296,500.64 100.00 - 6,257,296,500.64 100.00
b. P P N (10% x a) 625,729,650.06 625,729,650.06 - 625,729,650.06
c. JUMLAH TOTAL ( a + b ) 6,883,026,150.70 6,883,026,150.70 - 6,883,026,150.70
e. DIBULATKAN 6,883,000,000.00 6,883,000,000.00 - 6,883,000,000.00
MENGETAHUI DIPERIKSA OLEH DI BUAT OLEHPEJABAT PEMBUAT KOMITMEN KONSULTAN SUPERVISIDISPERINDAG KOTA TERNATE CV. PUTRA ARENA MASA
RIZAL SANTOSO, SE IKRAM M AHMAD, ST BUSTAMIN TUBU, STNIP.1966042 200003 1 002 NIP 1760806200031001 SITE MANAGER