-REKAPITULASIRENCANA ANGGARAN BIAYA KEGIATAN LOKASI TAHUN ANGGARAN NO
: : :
REHAB BERAT ASRAMA PUTRA RSJ Dr. RADJIMAN WEDIODININGRAT LAWANG KAB. 2013 URAIAN PEKERJAAN
A I II III IV V VI VII VIII IX X
LANTAI 1 PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN
PERSIAPAN TANAH PASANGAN PLESTER / LANTAI BETON KAYU PENGGANTUNG, BESI & KACA CAT INSTALASI LISTRIK INSTALASI AIR
B I II III IV V VI VII VIII IX
LANTAI 2 PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN
PASANGAN PLESTER / LANTAI BETON KAYU ATAP DAN PLAFOND PENGGANTUNG, BESI & KACA CAT INSTALASI LISTRIK INSTALASI AIR JUMLAH PPN 10 % JUMLAH TOTAL PEMBULATAN
TERBILANG :
SATU MILYAR SERATUS EMPAT PULUH DUA JUTA LIMA RATUS RIBU RU
Malang, 15 April 2013 CV. M A K A R T I
UNTUNG SANTOSO DIREKTUR
-REKAPITULASIENCANA ANGGARAN BIAYA Dr. RADJIMAN WEDIODININGRAT LAWANG KAB. MALANG
JUMLAH HARGA (Rp.) 7,651,960.00 19,085,246.40 49,216,028.03 83,484,078.93 339,236,954.61 39,105,280.15 6,707,029.45 15,506,593.93 9,263,930.00 19,770,661.25
25,828,125.56 70,981,755.66 55,817,916.15 40,331,713.20 195,394,269.04 5,589,012.57 18,890,486.57 10,069,355.00 26,706,522.40 1,038,636,918.89 103,863,691.89 1,142,500,610.78 1,142,500,000.00
US EMPAT PULUH DUA JUTA LIMA RATUS RIBU RUPIAH
Malang, 15 April 2013 CV. M A K A R T I
UNTUNG SANTOSO DIREKTUR
- RENCANA ANGGARAN BIAYA KEGIATAN : LOKASI : TAHUN ANGGARAN: NO
REHAB BERAT ASRAMA PUTRA RSJ Dr. RADJIMAN WEDIODININGRAT LAWANG KAB. MALANG 2013
URAIAN PEKERJAAN
VOLUME
ST
HARGA SATUAN (Rp.)
A I 1 2 3 4 5
LANTAI 1 PEKERJAAN PERSIAPAN Bongkar gedung lama Pembersihan lokasi Pengukuran & Pasang bouwplank Potong Pohon Pembersihan sisa bongkaran
1.00 405.00 81.00 1.00 1.00
ls m2 m' ls ls
2,350,000.00 2,050.00 50,910.00 148,000.00 200,000.00 Jumlah I
II 1 2 3 4 5 6 7
PEKERJAAN TANAH Bor pondasi strous Ø 30 cm Galian pondasi poor & tangga Galian tanah pondasi batukali, rollag, Saluran Kelil Urugan tanah kembali Urugan sirtu peninggian elevasi Urugan pasir bawah pondasi Urugan pasir bawah lantai
462.40 33.49 144.84 59.44 75.78 11.89 20.49
m' m3 m3 m3 m3 m3 m3
8,950.00 16,400.00 16,400.00 7,860.00 122,100.00 71,100.00 71,100.00 Jumlah II
III 1 2 3 4 5 6
PEKERJAAN PASANGAN Pasangan batu kosong/Aanstamping batukali Pasangan Pondasi batukali 1pc : 6psr Pasangan Rolag bata merah 1pc : 3ps Pasangan bata merah 1pc : 3ps Pasangan bata merah 1pc : 6ps Pasangan beton cor model alur
23.20 51.04 5.44 127.86 221.86 22.23
m3 m3 m3 m2 m2 m2
176,087.50 371,510.00 552,966.67 66,356.00 58,522.40 76,146.25 Jumlah III
IV 1 2 3 4 5 6 7 8 9 10
PEKERJAAN PLESTER / LANTAI Plesteran dinding 1pc 3ps Plesteran dinding 1ps : 6ps Plesteran beton 1pc : 2ps Pasang keramik lantai 40 x 40 cm Pasang keramik step nosing 8 x 40 cm Pasang keramik lantai KM/WC 20 x 20 cm Pasang keramik dinding KM/WC 20 x 25 cm Pasangan Paving k = 300 /jalan masuk Acian Benangan sudut
153.10 421.48 255.46 212.33 30.00 41.00 102.62 64.75 574.58 1,346.64
m2 m2 m2 m2 m' m2 m2 m2 m2 m'
25,736.50 22,370.50 28,238.50 109,856.50 19,065.65 106,906.50 90,021.25 65,825.00 9,102.00 11,800.00 Jumlah IV
V
PEKERJAAN BETON
NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
URAIAN PEKERJAAN Lantai kerja bawah pondasi poor t = 5 cm Rabat beton bawah keramik t = 5 cm Rabat beton Keliling bangunan t = 7 cm Beton pondasi strous Ø 30 cm Beton pondasi Poor 150 x 60 x 40 cm Beton pondasi tangga 170 x 170 x 30 cm Beton sloof gantung 15/40 cm Beton sloof 15/20 cm Beton kolom struktur 30/45 cm Beton kolom struktur 30/30 cm Beton kolom praktis 15/15 Beton balok 25/30 cm Beton balok 25/45 cm Beton balok 20/30 cm Beton balok latai 15/25 cm Beton plat luifel t = 10 cm Beton plat lantai t = 12 cm Beton plat tangga t = 12 cm Beton plat jalan masuk t = 15 cm
VOLUME
ST
1.67 12.34 6.51 31.71 12.24 0.87 0.16 3.48 11.18 6.62 56.00 1.20 7.65 6.09 1.84 1.43 29.58 3.28 1.35
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m' m3 m3 m3 m3 m3 m3 m3 m3
HARGA SATUAN (Rp.) 572,662.50 572,662.50 572,662.50 2,038,785.00 2,100,121.25 2,100,121.25 2,770,055.50 2,770,055.50 3,159,710.75 3,093,685.00 50,535.00 4,046,911.25 3,594,163.25 4,042,380.25 3,435,144.50 2,763,974.55 2,903,883.30 2,903,883.30 2,903,883.30 Jumlah V
NO
URAIAN PEKERJAAN
VOLUME
ST
VI 1 2 3 4 5 6 7
PEKERJAAN KUSEN, PINTU, PLAFON & PARTISI Pasang kusen Aluminium 4" 132.74 m' Pasang daun pintu panil kamper 8.00 dn Pasang Kusen + daun pintu PVC - Km/wc 8.00 unit Pasang daun jendela kaca aluminium 3" 20.00 dn Pasang Rangka Plafond hollow KM/WC 39.20 m2 Pasang penutup Plafond kalsiboard 39.20 m2 Pasang Dinding Partisi rangka kayu + kalsiboard 84.24 m2
VII 1 2 3 4 5 6 7 8 9 10 11
PEKERJAAN PENGGANTUNG, BESI & KACA Pasang Handle pintu besar + Kunci tanam 2x putar Pasang Handle pintu biasa + Kunci tanam 2x putar Pasang Handle pintu KM/WC + Kunci tanam Pasang Engsel Pintu 4" Pasang Engsel Jendela 3" Pasang Hak angin Jendela Pasang grendel tanam Pintu Pasang grendel jendela Pasang Kaca bening t=5 mm Pasang Kaca Es t=5 mm Pasang pegangan tangga besi pipa stainless 2"
VIII 1 2 3 4
PEKERJAAN CAT Pengecatan Plafond Pengecatan Dinding Pengecatan kayu (Daun pintu) Pengecatan Coating beton alur
1.00 bh 5.00 bh 8.00 bh 24.00 bh 44.00 bh 22.00 Ps 4.00 bh 22.00 bh 9.86 m2 2.55 m2 9.00 m'
HARGA SATUAN (Rp.) 65,947.50 769,950.00 210,000.00 177,319.35 45,485.00 28,785.00 190,575.00 Jumlah VI 296,375.00 181,375.00 61,375.00 31,375.00 26,375.00 28,875.00 26,375.00 23,875.00 75,195.00 86,195.00 96,895.50 Jumlah VII
235.29 998.52 25.33 22.23
m2 m2 m2 m2
11,527.00 11,527.00 29,392.00 24,290.00 Jumlah VIII 120,600.00 90,825.00 45,930.00 40,930.00 53,900.00 58,900.00 225,000.00 164,100.00 32,675.00 114,100.00 500,000.00 Jumlah XI
IX 1 2 3 4 5 6 7 8 9 10 11
PEKERJAAN INSTALASI LISTRIK Titik Instalasi Titik Stop kontak Pas. Lampu SL Tornado Spiral 24 watt Pas. Lampu SL Tornado Spiral 10 watt Pas. Saklar tunggal Pas. Saklar ganda Sub panel Pas. sekering Kas 3 Group MCB Kabel NYY.2 x 4 mm2 dari Panel Grounding - Menggunakan Tembaga Pejal dia.5/8" Biaya Penyambungan
26.00 12.00 16.00 10.00 18.00 1.00 1.00 1.00 50.00 3.00 1.00
ttk ttk bh bh bh bh unit bh m' m' ls
X 1 2 3
PEKERJAAN INSTALASI AIR Pasang Instalasi air bersih PVC 1/2" Pasang Instalasi air bersih PVC 1 1/2" Pasang Instalasi air kotor PVC 3"
72.00 55.00 30.00
m' m' m'
12,442.00 19,417.00 30,267.00
NO 4 5 6 7 8 9 10 11 12 13 14 15 16 17
URAIAN PEKERJAAN Pasang Instalasi air kotor PVC 4" WC + IPAL Pasang Pipa besi Ø 5" pelindung pipa IPAL atas Sal Pasang Kloset Jongkok Pasang Kloset Duduk Wastafel lengkap + kaca cermin Floor drain stainless Wall Shower 1/2" Kran air 1/2" Stop kran 1 1/2" Stop kran 3" kuningan Clamp saddle 3" - 1/12" (conector pipa air bersih) Saluran keliling bangunan buis beton U30 Bak kontrol sal.keliling Bak kontrol IPAL
VOLUME
ST
70.00 2.00 6.00 2.00 2.00 10.00 8.00 14.00 4.00 1.00 1.00 96.30 4.00 5.00
m' m' bh bh bh bh bh bh bh bh bh m' bh bh
HARGA SATUAN (Rp.) 35,692.00 82,301.00 189,545.00 1,813,170.00 353,320.00 26,470.00 101,407.50 51,232.50 61,232.50 75,000.00 110,000.00 57,917.50 97,500.00 115,000.00 Jumlah X
NO
URAIAN PEKERJAAN
VOLUME
ST
HARGA SATUAN (Rp.)
B I 1 2 3 4 5
LANTAI 2 PEKERJAAN PASANGAN Urugan pasir bawah lantai Pasangan bata merah 1pc : 3ps Pasangan bata merah 1pc : 6ps Pasangan beton cor model alur Pasang aksesoris bubungan
11.76 111.60 273.86 17.20 2.00
m3 m2 m2 m2 bh
71,100.00 66,356.00 58,522.40 76,146.25 125,000.00 Jumlah I
II 1 2 3 4 5 6 7 8
PEKERJAAN PLESTER / LANTAI Plesteran dinding 1pc 3ps Plesteran dinding 1ps : 6ps Plesteran beton 1pc : 2ps Pasang keramik lantai 40 x 40 cm Pasang keramik lantai KM/WC 20 x 20 cm Pasang keramik dinding KM/WC 20 x 25 cm Acian Benangan sudut
120.58 530.51 65.34 228.17 41.00 102.62 651.08 809.52
m2 m2 m2 m2 m2 m2 m2 m'
25,736.50 22,370.50 28,238.50 109,856.50 106,906.50 90,021.25 9,102.00 11,800.00 Jumlah II
III 1 2 3 4 5 6 7
PEKERJAAN BETON Beton kolom struktur 30/30 cm Beton kolom praktis 15/15 Beton balok latai 15/25 cm Beton plat luifel t = 10 cm Beton Ring balok 15/20 cm Beton Ring balok 20/30 cm Beton plat tandon atas KM/WC t = 12 cm
6.93 91.00 1.84 1.44 2.78 1.53 1.66
m3 m' m3 m3 m3 m3 m3
3,093,685.00 50,535.00 3,435,144.50 2,763,974.55 3,276,581.25 3,627,361.25 2,903,883.30 Jumlah III
IV 1 2 3 4 5 6 7
PEKERJAAN KAYU Pasang kusen Aluminium 4" Pasang daun pintu panil kamper Pasang Kusen + daun pintu PVC - Km/wc Pasang daun jendela kaca aluminium 3" Pasang Dinding Partisi rangka kayu + kalsiboard Pasang reuter 2/20 - kayu meranti Pasang List plafond kayu profil
125.80 m' 6.00 dn 8.00 dn 22.00 dn 97.44 m2 56.00 m' 420.00 m'
65,947.50 769,950.00 210,000.00 177,319.35 190,575.00 14,079.00 5,897.00 Jumlah IV
V 1 2 3 4 5 6 7 8
PEKERJAAN ATAP DAN PLAFOND Pasang Kuda - kuda 2L 50.50.5 Pasang Pipa schedule / Hitam 4" Pasang Gording C.125.50.20.2,3 Plat simpul 6 mm Plat plendes 12 mm Trekstang Dia.10 mm Ikatan angin Dia. 19 mm Baut & angker Dia 16 mm
3,658.26 50.82 1,197.22 586.40 165.06 126.48 200.70 198.58
kg kg kg kg kg kg kg kg
13,280.50 13,805.50 12,980.50 13,405.50 13,405.50 8,250.00 8,250.00 8,250.00
NO
URAIAN PEKERJAAN
9 10 11 12 13 14 15 16 17
Pasang Usuk Galvalum C 75 - 0.75mm Pasang Reng Galvalum R 30 - 0.45mm Pasang genteng karang pilang Bubungan genteng karang pilang Bubungan genteng tepi karang pilang Pasang talang seng galvalum t = 0.3 mm Pasang kalsiplank 1,2/30 cm Pasang Rangka Plafond hollow 4 cm Pasang penutup Plafond kalsiboard t = 4.5 mm
VI 1 2 3 4 5 6 7 8 9 10
PEKERJAAN PENGGANTUNG, BESI & KACA Pasang Handle pintu biasa + Kunci tanam 2x putar Pasang Handle pintu KM/WC + Kunci tanam Pasang Engsel Pintu 4" Pasang Engsel Jendela 3" Pasang Hak angin Jendela Pasang grendel tanam Pintu Pasang grendel jendela Pasang Kaca bening t=5 mm Pasang Kaca Es t=5 mm Pasang Tangga darurat Pipa Stainless Ø 1 1/2"
HARGA SATUAN (Rp.)
VOLUME
ST
423.46 423.46 397.50 53.00 6.64 10.00 85.25 316.85 316.85
m2 m2 m2 m' m' m' m' m2 m2
30,043.00 47,043.00 132,930.00 67,720.00 67,720.00 77,205.00 27,350.00 45,485.00 28,785.00 Jumlah V
4.00 bh 8.00 bh 18.00 bh 44.00 bh 22.00 Ps 4.00 bh 22.00 bh 10.57 m2 2.55 m2 1.00 Unit
181,375.00 61,375.00 31,375.00 26,375.00 28,875.00 26,375.00 23,875.00 75,195.00 86,195.00 366,654.17 Jumlah VI
NO
URAIAN PEKERJAAN
VII 1 2 3 4 5
PEKERJAAN CAT Pengecatan Plafond Pengecatan Dinding Pengecatan kayu (daun pintu, Listplank) Pengecatan meni besi (Kuda-kuda siku, gording) Pengecatan Coating batu alam
VIII 1 2 3 4 5 6 7 8
PEKERJAAN INSTALASI LISTRIK Titik Instalasi Titik Stop kontak Pas. Lampu SL Tornado Spiral 24 watt Pas. Lampu SL Tornado Spiral 10 watt Pas. Saklar tunggal Sub panel Pas. sekering Kas 2 Group MCB Pas. Instalasi penangkal petir + grounding
IX 1 2 3 4 5 6 7 8 9 10 11 12 13
PEKERJAAN INSTALASI AIR Pas. Instalasi air bersih PVC 1/2" (Kran, shower) Pas. Instalasi air bersih PVC 3/4" dari grountank k Pasang Instalasi air bersih PVC 1 1/2" Pasang Instalasi air kotor PVC 3" Pasang Instalasi air kotor PVC 4" WC Pasang Kloset Jongkok Pasang Kloset Duduk Wastafel lengkap + kaca cermin Floor drain stainless Wall Shower 1/2" Kran air 1/2" Stop kran 1 1/2" Pasang Groundtank uk. 2 x 2 m, h= 2 m a. Galian tanah b. Urugan pasir bawah lantai t = 10 cm c. Rabat beton lantai t = 5 cm d. Dinding beton + Lantai t = 15 cm e. Penutup lantai beton t = 12 cm 14 Pas. Pompa air ex. Shimizu PC-260 BIT + Otomatis 15 Pasang Tandon air PVC Kp. 1000 ltr
HARGA SATUAN (Rp.)
VOLUME
ST
323.85 911.30 50.06 293.66 17.58
m2 m2 m2 m2 m2
11,527.00 11,527.00 29,392.00 9,380.00 24,290.00 Jumlah VII
26.00 11.00 16.00 10.00 26.00 1.00 1.00 2.00
ttk ttk bh bh bh Unt bh unit
120,600.00 90,825.00 45,930.00 40,930.00 53,900.00 225,000.00 164,100.00 1,500,000.00 Jumlah VIII
73.00 70.00 40.00 40.00 40.00 6.00 2.00 2.00 10.00 8.00 14.00 2.00
m' m' m' m' m' bh bh bh bh bh bh bh
9.60 0.40 0.20 2.40 0.48 1.00 4.00
m3 m3 m3 m3 m3 unit unit
12,442.00 14,767.00 19,417.00 30,267.00 35,692.00 189,545.00 1,813,170.00 353,320.00 26,470.00 101,407.50 51,232.50 61,232.50 16,400.00 71,100.00 572,662.50 2,903,883.30 2,903,883.30 1,500,000.00 950,000.00 Jumlah IX
NA ANGGARAN BIAYA -
WEDIODININGRAT LAWANG KAB. MALANG
JUMLAH HARGA (Rp.)
2,350,000.00 830,250.00 4,123,710.00 148,000.00 200,000.00 7,651,960.00 4,138,480.00 549,236.00 2,375,376.00 467,198.40 9,252,738.00 845,379.00 1,456,839.00 19,085,246.40 4,085,230.00 18,961,870.40 3,008,138.67 8,484,278.16 12,983,779.66 1,692,731.14 49,216,028.03 3,940,258.15 9,428,718.34 7,213,807.21 23,325,830.65 571,969.50 4,383,166.50 9,237,980.68 4,262,168.75 5,229,827.16 15,890,352.00 83,484,078.93
JUMLAH HARGA (Rp.) 956,346.38 7,066,655.25 3,728,032.88 64,649,872.35 25,705,484.10 1,827,105.49 443,208.88 9,639,793.14 35,325,566.19 20,480,194.70 2,829,960.00 4,856,293.50 27,495,348.86 24,618,095.72 6,320,665.88 3,952,483.61 85,896,868.01 9,524,737.22 3,920,242.46 339,236,954.61
JUMLAH HARGA (Rp.) 8,753,871.15 6,159,600.00 1,680,000.00 3,546,387.00 1,783,012.00 1,128,372.00 16,054,038.00 39,105,280.15 296,375.00 906,875.00 491,000.00 753,000.00 1,160,500.00 635,250.00 105,500.00 525,250.00 741,422.70 219,797.25 872,059.50 6,707,029.45 2,712,187.83 11,509,940.04 744,499.36 539,966.70 15,506,593.93 3,135,600.00 1,089,900.00 734,880.00 409,300.00 970,200.00 58,900.00 225,000.00 164,100.00 1,633,750.00 342,300.00 500,000.00 9,263,930.00 895,824.00 1,067,935.00 908,010.00
JUMLAH HARGA (Rp.) 2,498,440.00 164,602.00 1,137,270.00 3,626,340.00 706,640.00 264,700.00 811,260.00 717,255.00 244,930.00 75,000.00 110,000.00 5,577,455.25 390,000.00 575,000.00 19,770,661.25
JUMLAH HARGA (Rp.)
836,136.00 7,405,329.60 16,026,944.46 1,309,715.50 250,000.00 25,828,125.56 3,103,307.17 11,867,773.96 1,845,103.59 25,065,957.61 4,383,166.50 9,237,980.68 5,926,130.16 9,552,336.00 70,981,755.66 21,439,237.05 4,598,685.00 6,320,665.88 3,980,123.35 9,108,895.88 5,549,862.71 4,820,446.28 55,817,916.15 8,296,195.50 4,619,700.00 1,680,000.00 3,901,025.70 18,569,628.00 788,424.00 2,476,740.00 40,331,713.20 48,583,521.93 701,595.51 15,540,514.21 7,860,985.20 2,212,711.83 1,043,460.00 1,655,775.00 1,638,285.00
JUMLAH HARGA (Rp.) 12,722,008.78 19,920,828.78 52,839,675.00 3,589,160.00 449,660.80 772,050.00 2,331,587.50 14,411,922.25 9,120,527.25 195,394,269.04 725,500.00 491,000.00 564,750.00 1,160,500.00 635,250.00 105,500.00 525,250.00 794,811.15 219,797.25 366,654.17 5,589,012.57
JUMLAH HARGA (Rp.) 3,733,018.95 10,504,555.10 1,471,363.52 2,754,530.80 427,018.20 18,890,486.57 3,135,600.00 999,075.00 734,880.00 409,300.00 1,401,400.00 225,000.00 164,100.00 3,000,000.00 10,069,355.00 908,266.00 1,033,690.00 776,680.00 1,210,680.00 1,427,680.00 1,137,270.00 3,626,340.00 706,640.00 264,700.00 811,260.00 717,255.00 122,465.00 157,440.00 28,440.00 114,532.50 6,969,319.92 1,393,863.98 1,500,000.00 3,800,000.00 26,706,522.40
ANALISA HARGA BAHAN / UPAH 2013 REHAB BERAT ASRAMA PUTRA NO I 1
2
II 1
2
3
4
5
URAIAN PEKERJAAN VOLUME SAT.HARGA SATUAN PEKERJAAN PERSIAPAN 1 m2 Membersihkan lapangan dan peralatan Tenaga Pekerja 0.050 Org 35,000.00 Mandor 0.005 Org 60,000.00 Jumlah ' 1 m Pengukuran dan Pemasangan Bouwplank Bahan Kayu 5/7 meranti 0.010 m3 3,000,000.00 Paku biasa 2" - 5'' 0.020 kg 18,000.00 Kayu papan 3/20 Meranti - begisting 0.004 m3 2,750,000.00 Tenaga Tukang kayu 0.100 Org 52,000.00 Pekerja 0.100 Org 35,000.00 Kepala tukang 0.010 Org 55,000.00 Mandor 0.005 Org 60,000.00 Jumlah PEKERJAAN TANAH 1 m' Bor tanah strous Alat Alat bantu bor strous 0.050 hr 15,000.00 Tenaga Pekerja 0.200 Oh 35,000.00 Tukang batu - Oh 50,000.00 Kepala tukang - Oh 52,500.00 Mandor 0.020 Oh 60,000.00 Jumlah 1 m3 Galian tanah biasa sedalam 1 meter Tenaga Pembantu tukang 0.400 Oh 35,000.00 Mandor 0.040 Oh 60,000.00 Jumlah 1 m3 Urugan kembali Tenaga Pembantu tukang 0.192 Oh 35,000.00 Mandor 0.019 Oh 60,000.00 Jumlah 3 1 m urugan sirtu Bahan Sirtu 1.200 m3 92,500.00 Tenaga Pembantu tukang 0.300 Oh 35,000.00 Mandor 0.010 Oh 60,000.00 Jumlah 3 1 m Tanah Katel
NO
URAIAN PEKERJAAN Bahan Tanah Urug Tenaga Pembantu tukang Mandor
6
7
1 m3 Pemadatan tanah Tenaga Pembantu tukang Mandor 1 m3 Urugan pasir Bahan Pasir urug Tenaga Pembantu tukang Mandor
VOLUME SAT.HARGA SATUAN 1.200
m3
40,000.00
0.300 Oh 0.010 Oh
35,000.00 60,000.00 Jumlah
0.500 Oh 0.050 Oh
35,000.00 60,000.00 Jumlah
1.200
m3
50,000.00
0.300 Oh 0.010 Oh
35,000.00 60,000.00 Jumlah
NO URAIAN PEKERJAAN III PEKERJAAN PASANGAN 1 1 m3 Pasang batu kosong Bahan Batu belah 15/20 cm Pasir urug Tenaga Pekerja Tukang batu Kepala tukang Mandor 2
3
4
1 m3 Pasang pondasi batu kali, 1 Pc : 6 Ps Bahan Batu belah 15/20 cm Semen portland Pasir pasang Tenaga Pekerja Tukang batu Kepala tukang Mandor
VOLUME SAT.HARGA SATUAN
1.100 0.298
m3 m3
100,000.00 50,000.00
0.780 0.390 0.039 0.039
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
1.100 99.450 0.561
m3 Kg m3
100,000.00 1,300.00 75,000.00
1.500 0.600 0.060 0.075
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
1 m2 pasangan bata merah tebal 1/2 bata, 1 Pc : 3 pasir Bahan Bata merah 5 X 11 X 22 70.000 Bh semen portland 14.370 Kg Pasir pasang 0.004 m3 Tenaga Pekerja 0.320 Org Tukang batu 0.100 Org Kepala tukang 0.010 Org Mandor 0.015 Org 1.000 m3 1 m Pasangan bata merah tebal 1/2 bata, 1 pc : 6 Ps Bahan Bata merah 5 X 11 X 22 70.000 Bh semen portland 5.748 Kg Pasir pasang 0.049 m3 Tenaga Pekerja 0.320 Org Tukang batu 0.100 Org Kepala tukang 0.010 Org Mandor 0.015 Org
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah 8.33
2
1.000 m3 5
425.00 1,300.00 75,000.00
1 m Pasang Beton alur Bahan 2
425.00 1,300.00 75,000.00 35,000.00 50,000.00 52,500.00 60,000.00 Jumlah 8.33
NO
URAIAN PEKERJAAN beton cor model alur Semen portland Pasir pasang Tenaga Pekerja Tukang batu Kepala tukang Mandor
VOLUME SAT.HARGA SATUAN 1.100 m2 30,000.00 9.300 kg 1,300.00 3 0.018 m 75,000.00 0.600 0.125 0.0125 0.030
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
NO URAIAN PEKERJAAN IV PEKERJAAN PLESTER & LANTAI 1 1 m2 Plesteran 1 Pc : 2 Ps, tebal 15 mm Bahan PC Pasir pasang Tenaga Pembantu tukang Tukang batu Kepala tukang Mandor 2
3
4
5
1 m2 Plesteran 1 Pc : 3 Ps, tebal 15 mm Bahan PC Pasir pasang Tenaga Pembantu tukang Tukang batu Kepala tukang Mandor 1 m2 Plesteran 1 Pc : 6 Ps, tebal 15 mm Bahan PC Pasir pasang Tenaga Pembantu tukang Tukang batu Kepala tukang Mandor 1 m2 Pasang lantai keramik 40 x 40 cm Bahan Ubin keramik 40 x 40 cm Semen portland Pasir pasang Semen warna Tenaga Pekerja Tukang batu Kepala tukang Mandor 1 m' Pasang keramik step nosing 8 x 40 cm Bahan Keramik step nosing 8 x 40 cm Semen portland Pasir pasang
VOLUME SAT.HARGA SATUAN
8.520 0.017
Kg m3
1,300.00 75,000.00
0.200 0.150 0.015 0.010
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
6.480 0.019
Kg m3
1,300.00 75,000.00
0.200 0.150 0.015 0.010
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
3.660 0.023
Kg m3
1,300.00 75,000.00
0.200 0.150 0.015 0.010
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
6.500 11.380 0.0420 1.5000
bh kg m3 kg
6,800.00 1,300.00 75,000.00 3,250.00
0.620 0.350 0.035 0.030
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
2.500 1.138 0.0042
bh kg m3
5,000.00 1,300.00 75,000.00
NO
6
URAIAN PEKERJAAN Semen warna Tenaga Pekerja Tukang batu Kepala tukang Mandor 1 m2 Pasang lantai keramik 20 x 20 cm Bahan Ubin keramik 20 x 20 cm Semen portland Pasir pasang Semen warna Tenaga Pekerja Tukang batu Kepala tukang Mandor
VOLUME SAT.HARGA SATUAN 0.1500 kg 3,250.00 0.062 0.035 0.0035 0.0030
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
25.000 11.380 0.0420 1.5000
bh kg m3 kg
1,650.00 1,300.00 75,000.00 3,250.00
0.620 0.350 0.0350 0.0300
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
NO 7
8
9
URAIAN PEKERJAAN 1 m Pasang dinding keramik 20 x 25 cm Bahan Keramik 20 x 25 cm Semen portland Pasir pasang Semen warna Tenaga Pekerja Tukang batu Kepala tukang Mandor 1 m2 Pasangan Paving block K - 300 Bahan Paving uk. 10 cm x 20 cm x 6 cm Pasir pasang Tenaga Pekerja Tukang batu Kepala tukang Mandor 1 m2 Pekerjaan Acian Bahan Semen potrland Tenaga Pekerja Tukang Batu Kepala tukang Mandor
10 1 m1 Benangan sudut Bahan Semen potrland Pasir Pasang Tenaga Tukang batu V 1
VOLUME SAT.HARGA SATUAN
2
PEKERJAAN BETON 1 Kg Pembesihan dengan besi polos Bahan Besi beton polos Kawat beton Tenaga Pekerja Tukang besi Kepala tukang Mandor
20.000 9.300 0.018 1.500
bh kg m3 kg
2,100.00 1,300.00 75,000.00 3,250.00
0.600 0.125 0.0125 0.030
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
45.000 0.035
bh m3
1,000.00 75,000.00
0.200 0.200 0.020 0.0025
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
0.500 kg 0.050 0.120 0.012 0.0012
1,300.00
Org Org Org Org
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
3.250 Kg 0.021 m3
1,300.00 75,000.00
0.120 Oh
50,000.00 Jumlah
1.050 0.015
Kg Kg
8,000.00 18,500.00
0.007 0.007 0.001 0.0003
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00
NO 2
URAIAN PEKERJAAN 1 Kg Pembesihan dengan besi ulir Bahan Besi beton ulir Kawat beton Tenaga Pekerja Tukang besi Kepala tukang Mandor
VOLUME SAT.HARGA SATUAN Jumlah
1.050 0.015
Kg Kg
8,100.00 18,500.00
0.007 0.007 0.001 0.0003
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
NO 3
4
5
6
URAIAN PEKERJAAN VOLUME SAT.HARGA SATUAN 1 m Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr Bahan Semen Abu - abu 218.000 Kg 1,300.00 Pasir beton 0.520 m3 125,000.00 Koral beton 0.870 m3 170,000.00 61.2 Tenaga Pekerja 1.650 Oh 35,000.00 Tukang batu 0.250 Oh 50,000.00 Kepala tukang 0.025 Oh 52,500.00 Mandor 0.080 Oh 60,000.00 Jumlah 1 M3 Membuat beton bertulang 1 Pc : 1 1/2 Ps ; 2 1/2 Krkl Bahan Semen Abu - abu 364.000 Kg 1,300.00 3 Pasir beton 0.620 m 125,000.00 Koral beton 0.810 m3 170,000.00 Tenaga Pekerja 1.850 Oh 35,000.00 Tukang batu 0.350 Oh 50,000.00 Kepala tukang 0.035 Oh 52,500.00 Mandor 0.085 Oh 60,000.00 Jumlah 1 M2 Begisting Kolom Bahan Kayu meranti begisting ( 2 x ) 0.012 m3 2,750,000.00 Paku biasa 2" - 5" 0.350 Kg 18,000.00 Multiplek ( 120 x 240 x 12 mm ) 0.350 Lbr 62,500.00 Scafolding 1.000 set 22,500.00 Tenaga Pekerja 0.100 Oh 35,000.00 Tukang kayu 0.330 Oh 52,000.00 Kepala tukang 0.033 Oh 55,000.00 Mandor 0.0060 Oh 60,000.00 Jumlah 1 M2 Begisting Balok Bahan Kayu meranti begisting ( 2 x ) 0.012 m3 2,750,000.00 Kayu Balok 0.0145 m3 2,750,000.00 Paku biasa 2" - 5" 0.350 Kg 18,000.00 Multiplek ( 120 x 240 x 12 mm ) 0.350 Lbr 62,500.00 Scafolding 1.000 set 22,500.00 3
Tenaga Pekerja Tukang kayu Kepala tukang Mandor
0.100 0.330 0.033 0.0060
Oh Oh Oh Oh
35,000.00 52,000.00 55,000.00 60,000.00 Jumlah
NO 7
8
URAIAN PEKERJAAN 1 M2 Begisting Plat Bahan Kayu meranti begisting ( 2 x ) Kayu Balok Paku biasa 2" - 5" Multiplek ( 120 x 240 x 12 mm ) Scafolding Tenaga Pekerja Tukang kayu Kepala tukang Mandor IM3 Membuat Strous pile Beton 1 Pc : 1 1/2 Ps ; 2 1/2 Krkl Besi polos U - 24 Alat bantu ( mixer beton )
VOLUME SAT.HARGA SATUAN
0.023 m3 0.0145 m3 0.350 Kg 0.350 Lbr 1.000 set 0.100 0.330 0.033 0.0060
2,750,000.00 2,750,000.00 18,000.00 62,500.00 22,500.00
Oh Oh Oh Oh
35,000.00 52,000.00 55,000.00 60,000.00 Jumlah
1.000 m3 135.000 kg 1.000 ls
777,606.25 9,327.25 2,000.00 Jumlah
NO 9
URAIAN PEKERJAAN IM3 Membuat Pondasi Poer Beton 1 Pc : 1 1/2 Ps ; 2 1/2 Krkl Besi beton ulir Alat bantu ( mixer beton )
VOLUME SAT.HARGA SATUAN 1.000 m3 140.000 kg 1.000 ls
777,606.25 9,432.25 2,000.00 Jumlah
10 1 M3 Kolom 30/45 Lt. 1 Bahan Beton 1 Pc : 1 1/2 Ps ; 2 1/2 Krkl Besi beton ulir Begisting Alat Bantu
1.000 162.000 8.000 1.000
ls Kg m2 ls
777,606.25 9,432.25 106,510.00 2,000.00 Jumlah
11 1 M3 Kolom 30/30 Lt. 1 Bahan Beton 1 Pc : 1 1/2 Ps ; 2 1/2 Krkl Besi beton ulir Begisting Alat Bantu
1.000 155.000 8.000 1.000
ls Kg m2 ls
777,606.25 9,432.25 106,510.00 2,000.00 Jumlah
12 1 M3 Kolom 30/30 Lt. 2 Bahan Beton 1 Pc : 1 1/2 Ps ; 2 1/2 Krkl Besi beton ulir Begisting Alat Bantu
1.000 155.000 8.000 1.000
ls Kg m2 ls
777,606.25 9,432.25 106,510.00 2,000.00 Jumlah
13 1 M3 Balok 25/30 cm Bahan Beton 1 Pc : 1 1/2 Ps ; 2 1/2 Krkl Besi beton ulir Begisting Alat Bantu
1.000 230.000 7.500 1.000
ls Kg m2 ls
777,606.25 9,432.25 146,385.00 2,000.00 Jumlah
14 1 M3 Balok 25/45 cm Bahan Beton 1 Pc : 1 1/2 Ps ; 2 1/2 Krkl Besi beton ulir Begisting Alat Bantu
1.000 182.000 7.500 1.000
ls Kg m2 ls
777,606.25 9,432.25 146,385.00 2,000.00 Jumlah
15 1 M3 Balok 20/30 cm Bahan Beton 1 Pc : 1 1/2 Ps ; 2 1/2 Krkl Besi beton ulir Begisting Alat Bantu
1.000 214.000 8.500 1.000
ls Kg m2 ls
777,606.25 9,432.25 146,385.00 2,000.00 Jumlah
16 1 M3 Balok 20/30 cm Atap
NO
URAIAN PEKERJAAN
VOLUME SAT.HARGA SATUAN
Bahan Beton 1 Pc : 1 1/2 Ps ; 2 1/2 Krkl Besi beton ulir Begisting Alat Bantu
1.000 170.000 8.500 1.000
ls Kg m2 ls
777,606.25 9,432.25 146,385.00 2,000.00 Jumlah
17 1 M3 Balok latai 15/25 Bahan Beton 1 Pc : 1 1/2 Ps ; 2 1/2 Krkl Besi beton polos Begisting Alat Bantu
1.000 167.000 7.500 1.000
ls Kg m2 ls
777,606.25 9,327.25 146,385.00 2,000.00 Jumlah
NO URAIAN PEKERJAAN 18 1 M3 Balok ring 15/20 Atap Bahan Beton 1 Pc : 1 1/2 Ps ; 2 1/2 Krkl Besi beton polos Begisting Alat Bantu 19 1 M3 Plat luifel t = 10 cm Bahan Beton 1 Pc : 1 1/2 Ps ; 2 1/2 Krkl Besi beton polos Begisting Alat Bantu ` 20 1 M3 Plat Lantai ( 12 cm ) Bahan Beton 1 Pc : 1 1/2 Ps ; 2 1/2 Krkl Besi beton polos Begisting Alat Bantu 21 1 m3 Membuat sloop beton bertulang Bahan Kayu terentang / Begisting Paku biasa 2" - 5" Minyak bekisting Besi beton polos Kawat beton Semen Abu - abu Pasir beton Koral beton Tenaga Pekerja Tukang batu tukang kayu Tukang besi Kepala tukang Mandor 22 1 m' Membuat kolom Praktis (11x11 cm) Bahan Kayu terentang / Begisting Paku biasa 2" - 5" Minyak bekisting Besi beton polos Kawat beton Semen Abu - abu Pasir beton
VOLUME SAT.HARGA SATUAN
1.000 150.000 7.500 1.000
ls Kg m2 ls
777,606.25 9,327.25 146,385.00 2,000.00 Jumlah
1.000 55.000 8.330 1.000
ls Kg m2 ls
777,606.25 9,327.25 176,635.00 2,000.00 Jumlah
1.000 70.000 8.330 1.000
ls Kg m2 ls
777,606.25 9,327.25 176,635.00 2,000.00 Jumlah
0.220 2.000 0.600 170.000 10.000 250.000 0.520 0.780
m3 Kg Lt Kg Kg Kg m3 m3
2,000,000.00 18,000.00 3,000.00 8,000.00 18,500.00 1,300.00 125,000.00 170,000.00
2.910 0.245 0.936 0.840 0.232 0.119
Oh Oh Oh Oh Oh Oh
35,000.00 50,000.00 52,000.00 50,000.00 55,000.00 60,000.00 Jumlah
0.002 0.010 0.300 3.000 0.450 4.000 0.006
m3 Kg Lt Kg Kg Kg m3
2,000,000.00 18,000.00 3,000.00 8,000.00 18,500.00 1,300.00 125,000.00
NO
URAIAN PEKERJAAN Koral beton Tenaga Pekerja Tukang batu tukang kayu Tukang besi Kepala tukang Mandor
VOLUME SAT.HARGA SATUAN 0.009 m3 170,000.00 0.060 0.020 0.020 0.020 0.006 0.003
Oh Oh Oh Oh Oh Oh
35,000.00 52,000.00 50,000.00 50,000.00 55,000.00 60,000.00 Jumlah
NO URAIAN PEKERJAAN VI PEKERJAAN KAYU & ALUMINIUM 1 1 m2 Pasang pintu panel kayu kamper Bahan Kayu kamper Papan Tenaga Pekerja Tukang kayu Kepala tukang Mandor
2
3
4
VOLUME SAT.HARGA SATUAN
1 m2 Pasang Partisi kalsiboard rangka kayu Bahan Kayu kamper, Balok 6/10 Kayu meranti, Usuk 5/7 Paku biasa kalsiboard t = 4.5 mm Tenaga Pekerja Tukang kayu Kepala tukang Mandor
0.040
m3
6,150,000.00
1.000 2.500 0.250 0.050
Oh Oh Oh Oh
1.000 Dn
35,000.00 52,000.00 55,000.00 60,000.00 Jumlah 1.80
0.0120 M³ 0.0150 M³ 0.250 Kg 0.700 Lbr
6,000,000.00 3,000,000.00 18,000.00 52,500.00
0.150 0.450 0.045 0.020
1 m' Pas.Kusen aluminium 4" Bahan Profil aluminium 4" Sekrup/fixer Sealent Tenaga Pekerja Tukang besi Kepala tukang besi Mandor
Org Org Org Org
35,000.00 52,000.00 55,000.00 60,000.00 Jumlah
1.000 m1 4.000 bh 0.060 tube
50,000.00 250.00 17,500.00
0.150 0.150 0.015 0.006
1 m' Daun jendela aluminium 3" Bahan Profil aluminium 3" Sekrup/fixer Sealent Tenaga Pekerja Tukang besi Kepala tukang besi Mandor
1.050 m1 4.000 bh 0.060 tube 0.150 0.150 0.015 0.006 1 Daun
5
Oh Oh Oh Oh
1 m² Pas. Plafond Rangka hollow aluminium
Oh Oh Oh Oh =
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
40,000.00 250.00 17,500.00 35,000.00 50,000.00 52,500.00 60,000.00 Jumlah 3.06
NO
URAIAN PEKERJAAN Bahan Rangka plafond aluminium hollow 4x4cm Penggantung rangka sekrup, fixer Tenaga Pekerja Tukang besi Kepala tukang besi Mandor
VOLUME SAT.HARGA SATUAN 3.500 m1 2.000 m1 8.000 bh 0.150 0.150 0.015 0.006
Oh Oh Oh Oh
7,500.00 1,500.00 250.00 35,000.00 52,000.00 55,000.00 60,000.00 Jumlah
NO 6
7
8
9
URAIAN PEKERJAAN VOLUME SAT.HARGA SATUAN 1 m² Pas. Langit langit kalsiboard t = 4.5 mm Bahan kalsiboard t = 4.5 mm 0.3500 lbr 52,500.00 Paku skrup 8.0000 bh 250.00 Tenaga Pekerja 0.0700 Oh 35,000.00 Tukang kayu 0.1000 Oh 52,000.00 Kepala tukang kayu 0.0100 Oh 55,000.00 Mandor 0.0035 Oh 60,000.00 Jumlah 1 m1 Pasang lisplang kalsiplank 1,2/30 cm Bahan Kalsiplank 1.050 m' 12,500.00 Paku biasa 2" - 5" 0.100 Kg 18,000.00 Tenaga Pekerja 0.100 Oh 35,000.00 Tukang kayu 0.150 Oh 52,000.00 Kepala tukang 0.015 Oh 55,000.00 Mandor 0.005 Oh 60,000.00 Jumlah 1 m' Pasang List plafond kayu profil Bahan List kayu profil Paku Tenaga Pekerja Tukang kayu Kepala tukang Mandor
1 m1 pasang reuter 2/20 - Meranti Bahan Kayu Meranti Paku Reng Tenaga Tukang Kayu Kepala tukang Pekerja Mandor
VII PEKERJAAN ATAP & PLAFOND 1 1 Kg Pasang rangka atap Siku Bahan Besi baja Siku elektroda sewa mesin las
1.050 0.0125
m' kg
3,500.00 18,000.00
0.021 0.021 0.002 0.001
Oh Oh Oh Oh
35,000.00 52,000.00 55,000.00 60,000.00 Jumlah
0.004 0.008
m3 Kg
3,200,000.00 18,000.00
0.005 0.003 0.010 0.006
Oh Oh Oh Oh
52,000.00 55,000.00 35,000.00 60,000.00 Jumlah
1.050 Kg 0.025 kg 0.005 hari
8,250.00 20,000.00 115,000.00
NO
URAIAN PEKERJAAN Tenaga Pekerja Tukang besi kontruksi Kepala tukang Mandor
2
1 Kg Pasang rangka atap baja C Bahan Besi kanal C elektroda sewa mesin las Tenaga Pekerja Tukang besi kontruksi Kepala tukang Mandor
VOLUME SAT.HARGA SATUAN 0.006 0.060 0.006 0.0003
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
1.05 Kg 0.010 kg 0.005 hari
8,250.00 20,000.00 115,000.00
0.006 0.060 0.006 0.0003
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
NO 3
4
5
6
7
URAIAN PEKERJAAN 1 Kg Pipa schedule / Hitam Bahan Pipa schedule Meni besi Tenaga Pekerja Tukang besi kontruksi Kepala tukang Mandor 1 Kg Pasang plat baja plendes 10 mm Bahan Plat baja10 mm Meni besi Tenaga Pekerja Tukang besi kontruksi Kepala tukang Mandor
1 M2 Pasang Usuk Galvalum C 75 Bahan Usuk Galvalum C 75 Paku sekrup Tenaga Pekerja Tukang besi kontruksi Kepala tukang Mandor 1 M' Pasang Reng Galvalum R 30 Bahan Reng Galvalum R 30 Paku sekrup Tenaga Pekerja Tukang besi kontruksi Kepala tukang Mandor
VOLUME SAT.HARGA SATUAN
1.050 0.080
Kg Kg
8,250.00 20,000.00
0.006 0.060 0.006 0.0003
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
1.050 0.060
Kg Kg
8,250.00 20,000.00
0.006 0.060 0.006 0.0003
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
0.500 6.000
ljr bh
50,000.00 250.00
0.006 0.060 0.006 0.0003
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
1.000 30.000
ljr bh
28,500.00 500.00
0.006 0.060 0.006 0.0003
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
1 m2 Pasang atap genteng model karang pilang Bahan Genteng model karang pilang 25.000 Bh Tenaga Pekerja 0.150 Oh Tukang kayu 0.060 Oh Kepala tukang 0.006 Oh
4,950.00 35,000.00 52,000.00 55,000.00
NO
URAIAN PEKERJAAN Mandor
8
1 m1 Pasang bubung genteng Bahan Genteng bubung Semen Abu - abu Pasir pasang Tenaga Pekerja Tukang batu Kepala tukang Mandor
VOLUME SAT.HARGA SATUAN 0.008 Oh 60,000.00 Jumlah
5.000 8.000 0.032
Bh Kg M3
5,950.00 1,300.00 75,000.00
0.400 0.200 0.020 0.002
Oh Oh Oh Oh
35,000.00 50,000.00 52,500.00 60,000.00 Jumlah
NO 9
URAIAN PEKERJAAN 1 m' Pasang talang miring seng galvalum Bahan Seng plat galvalum Kayu Meranti papan 2 x 20 Paku segala ukuran Flincote / meni besi Tenaga Pekerja Tukang kayu Kepala tukang Mandor
VOLUME SAT.HARGA SATUAN
1.000 0.008 0.015 0.300 0.040 0.400 0.025 0.001
3
35,000.00 50,000.00 55,000.00 60,000.00 Jumlah
ljr kg hr
165,000.00 20,000.00 115,000.00
Oh Oh Oh Oh
35,000.00 52,000.00 52,500.00 60,000.00 Jumlah
ljr kg kg hr
115,000.00 20,000.00 8,250.00 115,000.00
Oh Oh Oh Oh
35,000.00 52,000.00 52,500.00 60,000.00 Jumlah
1.000 1.000
bh bh
225,000.00 65,000.00
0.010 0.100 0.010 0.005
Oh Oh Oh Oh
35,000.00 52,000.00 52,500.00 60,000.00 Jumlah
4
1 Unit Pasang tangga darurat pipa besi stainless Bahan besi stainless 1 1/2" 2.497 Elektroda 0.250 Baut angker 1.250 sewa mesin las 0.025 Tenaga Pekerja 0.100 Tukang besi 1.000 Kepala tukang 0.100 Mandor 0.010 1 bh Handle pintu besar + Kunci 2x putar Bahan Handle Pintu Besar Kunci 2x putar Tenaga Pekerja Tukang kayu Kepala tukang Mandor 1 bh Handle pintu biasa + Kunci 2x putar
22,500.00 3,200,000.00 18,000.00 20,000.00
Oh Oh Oh Oh
VIII PEKERJAAN PENGGANTUNG, BESI & KACA 1 1 m1 Pasang pegangan tangga pipa besi stainless Bahan besi stainless 2" 0.168 Elektroda 0.250 sewa mesin las 0.025 Tenaga Pekerja 0.100 Tukang besi 1.000 Kepala tukang 0.100 Mandor 0.010 2
lbr m³ kg kg
NO
URAIAN PEKERJAAN Bahan Handle Pintu biasa Kunci 2x putar Tenaga Pekerja Tukang kayu Kepala tukang Mandor
VOLUME SAT.HARGA SATUAN 1.000 1.000
bh bh
110,000.00 65,000.00
0.010 0.100 0.010 0.005
Oh Oh Oh Oh
35,000.00 52,000.00 52,500.00 60,000.00 Jumlah
NO 5
6
7
8
9
URAIAN PEKERJAAN 1 bh Handle pintu KM/WC + Kunci 2x putar Bahan Handle Pintu KM/WC + Kunci Tenaga Pekerja Tukang kayu Kepala tukang Mandor 1 bh Engsel pintu 4" Bahan Engsel pintu 4" Tenaga Pekerja Tukang kayu Kepala tukang Mandor 1 bh Engsel jendela 3" Bahan Engsel jendela 3" Tenaga Pekerja Tukang kayu Kepala tukang Mandor 1 Ps hak angin Bahan hak angin Tenaga Pekerja Tukang kayu Kepala tukang Mandor 1 bh Grendel pintu Bahan Grendel pintu Tenaga Pekerja Tukang kayu Kepala tukang Mandor
10 1 bh Grendel jendela Bahan Grendel jendela
VOLUME SAT.HARGA SATUAN
1.000
bh
55,000.00
0.010 0.100 0.010 0.005
Oh Oh Oh Oh
35,000.00 52,000.00 52,500.00 60,000.00 Jumlah
1.000
bh
25,000.00
0.010 0.100 0.010 0.005
Oh Oh Oh Oh
35,000.00 52,000.00 52,500.00 60,000.00 Jumlah
1.000
bh
20,000.00
0.010 0.100 0.010 0.005
Oh Oh Oh Oh
35,000.00 52,000.00 52,500.00 60,000.00 Jumlah
1.000
bh
22,500.00
0.010 0.100 0.010 0.005
Oh Oh Oh Oh
35,000.00 52,000.00 52,500.00 60,000.00 Jumlah
1.000
bh
20,000.00
0.010 0.100 0.010 0.005
Oh Oh Oh Oh
35,000.00 52,000.00 52,500.00 60,000.00 Jumlah
1.000
bh
17,500.00
NO
URAIAN PEKERJAAN Tenaga Pekerja Tukang kayu Kepala tukang Mandor
11 1 m2 pasang kaca bening , tebal 5 mm Bahan Kaca bening Tenaga Pekerja Tukang kayu Kepala tukang Mandor
VOLUME SAT.HARGA SATUAN 0.010 0.100 0.010 0.005
Oh Oh Oh Oh
35,000.00 52,000.00 52,500.00 60,000.00 Jumlah
1.100 m2
60,000.00
0.015 0.150 0.015 0.00075
Oh Oh Oh Oh
35,000.00 52,000.00 55,000.00 60,000.00 Jumlah
NO URAIAN PEKERJAAN 12 1 m2 pasang kaca es , tebal 5 mm Bahan Kaca es Tenaga Pekerja Tukang kayu Kepala tukang Mandor IX 1
2
3
1.100 m2 0.015 0.150 0.015 0.00075
Oh Oh Oh Oh
70,000.00 35,000.00 52,000.00 55,000.00 60,000.00 Jumlah
PEKERJAAN CAT 1 m2 pengecatan tembok baru ( 1 lapis plamir,1 lapis cat dasar, 2 lapis cat penutu Bahan Plamir 0.100 kg 7,500.00 Cat dasar 0.130 kg 16,500.00 Cat penutup 2 X 0.260 kg 16,500.00 Tenaga Pekerja 0.020 oh 35,000.00 Tukang cat 0.063 oh 50,000.00 Kepala tukang 0.0060 oh 52,000.00 Mandor 0.0030 oh 60,000.00 Jumlah 2 1 m pengecatan bidang kayu baru ( 1 lapis plamir, 1 lapis cat dasar 2 lapis cat pe Bahan Cat meni 0.200 kg 20,000.00 Plamir 0.150 kg 10,500.00 Cat dasar 0.170 kg 47,500.00 Cat penutup 2 kali 0.260 kg 47,500.00 Tenaga Pekerja 0.070 oh 35,000.00 Tukang cat 0.009 oh 50,000.00 Kepala tukang 0.006 oh 52,000.00 Mandor 0.003 oh 60,000.00 Jumlah 2 1 m pengecatan meni besi Bahan Cat meni 2 kali 0.100 kg 20,000.00 Thinner 0.250 ltr 9,500.00 Kuas 0.010 bh 7,500.00 Tenaga Pekerja Tukang cat Kepala tukang Mandor
4
VOLUME SAT.HARGA SATUAN
1 m2 Coating batu alam Bahan Coating
0.010 0.080 0.0100 0.0010
oh oh oh oh
0.500 ltr
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
40,000.00
NO
URAIAN PEKERJAAN Tenaga Pekerja Tukang cat Kepala tukang Mandor
VOLUME SAT.HARGA SATUAN 0.070 0.075 0.0075 0.0025
oh oh oh oh
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
NO X 1
2
3
4
5
URAIAN PEKERJAAN PEKERJAAN INSTALASI LISTRIK 1 Titik Instalasi Listrik Bahan Kabel NYY 2.5 mm Isolator Fitting plafond T dos PVC Pipa Listrik Maspion 5/8 " Las dof Tenaga Pekerja Tukang Listrik Kepala Tukang Mandor
VOLUME SAT.HARGA SATUAN
1 Titik Stop Kontak Bahan Stop Kontak Kabel NYY 2.5 mm T dos PVC Pipa Listrik Maspion 5/8 " Tenaga Pekerja Tukang Listrik Kepala Tukang Mandor 1 Bh Pasang Lampu SL Tornado Spiral 24 watt Bahan Lampu SL Tornado Spiral 24 watt Tenaga Pekerja Tukang Listrik Kepala Tukang Mandor 1 Bh Pasang Lampu SL Tornado Spiral 10 watt Bahan Lampu SL Tornado Spiral 10 watt Tenaga Pekerja Tukang Listrik Kepala Tukang Mandor 1 Titik Pasang saklar tunggal Bahan saklar tunggal
10.000 m1 15.000 bh 1.000 bh 2.000 bh 1.000 ljr 6.000 bh 0.500 0.500 0.050 0.050
2,250.00 2,000.00 9,500.00 500.00 6,500.00 500.00
Oh Oh Oh Oh
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
1.000 bh 8.000 m1 1.000 bh 0.650 ljr
20,000.00 2,250.00 500.00 6,500.00
0.500 0.500 0.050 0.050
Oh Oh Oh Oh
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
1.000
bh
40,000.00
0.010 0.100 0.010 0.001
Oh Oh Oh Oh
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
1.000
bh
35,000.00
0.010 0.100 0.010 0.001
Oh Oh Oh Oh
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
1.000
bh
15,000.00
NO
URAIAN PEKERJAAN Kabel NYY 2.5 mm T dos PVC Pipa Listrik 5/8 " Tenaga Pekerja Tukang Listrik Kepala Tukang Mandor
VOLUME SAT.HARGA SATUAN 8.000 m1 2,250.00 1.000 bh 500.00 0.650 ljr 6,500.00 0.025 0.250 0.025 0.025
Oh Oh Oh Oh
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
NO 6
7
8
9
URAIAN PEKERJAAN 1 Titik Pasang saklar ganda Bahan saklar ganda Kabel NYY 2.5 mm T dos PVC Pipa Listrik 5/8 " Tenaga Pekerja Tukang Listrik Kepala Tukang Mandor 1 m' Kabel NYY. 2 x 4 mm2 dari Panel Bahan Kabel NYY 2 x 4 mm Tenaga Pekerja Tukang Listrik Kepala Tukang Mandor 1 unit Pasang grounding Bahan Tembaga pejal 5/8" Kabel NYA 2.5 mm Pipa listrik 5/8" Tenaga Pekerja Tukang Listrik Kepala tukang Mandor 1 Titik Pasang MCB 3 Group Bahan MCB 2,5 A setara Merlin Gerin Kabel NYA 2.5 mm Pipa listrik 5/8" Tenaga Pekerja Tukang Listrik Kepala tukang Mandor
XI PEKERJAAN INSTALASI AIR 1 Memasang 1 m' pipa PVC diameter 1/2" Bahan Pipa PVC AW 1/2"
VOLUME SAT.HARGA SATUAN
1.000 bh 8.000 m1 1.000 bh 0.650 ljr 0.025 0.250 0.025 0.025
20,000.00 2,250.00 500.00 6,500.00
Oh Oh Oh Oh
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
1.100 m1
15,000.00
0.025 0.250 0.025 0.025
Oh Oh Oh Oh
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
1.000 8.000 2.000
m' m' ljr
35,000.00 2,250.00 6,500.00
0.500 0.500 0.050 0.050
Org Org Org Org
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
1.000 8.000 2.000
bh m' ljr
85,000.00 2,250.00 6,500.00
0.500 0.500 0.050 0.050
Org Org Org Org
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
1.2
m'
5,000.00
NO
2
URAIAN PEKERJAAN Perlengkapan Tenaga Pembantu tukang Tukang pipa Kepala tukang Mandor Memasang 1 m' pipa PVC diameter 3/4" Bahan Pipa PVC AW 3/4" Perlengkapan Tenaga Pembantu tukang Tukang pipa Kepala tukang Mandor
VOLUME SAT.HARGA SATUAN 0,35%harga pipa 0.036 0.060 0.006 0.002
Oh Oh Oh Oh
1.2 m' 0,35%harga pipa 0.036 0.060 0.006 0.002
Oh Oh Oh Oh
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
6,500.00
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
NO 3
4
5
6
7
URAIAN PEKERJAAN Memasang 1 m' pipa PVC diameter 1 1/2" Bahan Pipa PVC AW 1 1/2" Perlengkapan Tenaga Pembantu tukang Tukang pipa Kepala tukang Mandor Memasang 1 m' pipa PVC diameter 2" Bahan Pipa PVC D 2" Perlengkapan Tenaga Pembantu tukang Tukang pipa Kepala tukang Mandor Memasang 1 m' pipa PVC diameter 3" Bahan Pipa PVC D 3" Perlengkapan Tenaga Pembantu tukang Tukang pipa Kepala tukang Mandor Memasang 1 m' pipa PVC diameter 4" Bahan Pipa PVC D 4" Perlengkapan Tenaga Pembantu tukang Tukang pipa Kepala tukang Mandor Memasang 1 m' pipa Besi diameter 5" Bahan Pipa besi 5" Tenaga Pembantu tukang Tukang pipa Kepala tukang Mandor
VOLUME SAT.HARGA SATUAN
1.2 m' 0,35%harga pipa 0.036 0.060 0.006 0.002
Oh Oh Oh Oh
1.2 m' 0,35%harga pipa 0.036 0.060 0.006 0.002
Oh Oh Oh Oh
1.2 m' 0,35%harga pipa 0.036 0.060 0.006 0.002
Oh Oh Oh Oh
1.2 m' 0,35%harga pipa
9,500.00
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
12,500.00
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
16,500.00
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
20,000.00
0.036 0.060 0.006 0.002
Oh Oh Oh Oh
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
1.000
m'
80,000.00
0.015 0.030 0.003 0.002
Oh Oh Oh Oh
35,000.00 50,000.00 52,000.00 60,000.00
NO 8
URAIAN PEKERJAAN Memasang 1 bh Kloset Jongkok Bahan Kloset Jongkok Bata merah PC Pasir pasang Tenaga Pekerja Tukang ledeng Kepala tukang ledeng Mandor
VOLUME SAT.HARGA SATUAN Jumlah
1.000 15.000 6.000 0.010
Bh bh Kg m3
120,000.00 425.00 1,300.00 75,000.00
0.100 1.000 0.010 0.010
Oh Oh Oh Oh
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
NO 9
URAIAN PEKERJAAN Memasang 1 bh Kloset Duduk Bahan Kloset Duduk PC Pasir pasang Tenaga Pekerja Tukang ledeng Kepala tukang ledeng Mandor
10 Memasang 1 bh wastafel + Kaca cermin Bahan Wastafel Perlengkapan PC Pasir pasang Kaca Cermin Tenaga Pekerja Tukang ledeng Kepala tukang ledeng Mandor 11 Memasang 1 bh Floor drain Bahan Floor drain stainless Tenaga Pekerja Tukang ledeng Kepala tukang Mandor 12 Memasang 1 bh Wall Shower 1/2" Bahan Wall Shower 1/2" Seal tape Tenaga Pekerja Tukang ledeng Kepala tukang Mandor 13 Memasang 1 bh kran diameter 1/2" Bahan Kran air 1/2" Seal tape
VOLUME SAT.HARGA SATUAN
1.000 Bh 6.000 Kg 0.010 m3 0.100 1.000 0.010 0.010
Oh Oh Oh Oh
1.000 bh 12% harga wast 3.500 Kg 0.010 m3 1.000 unit
1,750,000.00 1,300.00 75,000.00 35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
195,000.00 195,000.00 1,300.00 75,000.00 75,000.00
0.100 1.000 0.010 0.010
Oh Oh Oh Oh
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
1.000
bh
20,000.00
0.010 0.100 0.010 0.010
Oh Oh Oh Oh
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
1.000 bh 0.025 roll
95,000.00 9,500.00
0.010 0.100 0.010 0.005
Oh Oh Oh Oh
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
1.000 bh 0.025 roll
45,000.00 2,500.00
NO
URAIAN PEKERJAAN Tenaga Pekerja Tukang ledeng Kepala tukang Mandor
VOLUME SAT.HARGA SATUAN 0.010 0.100 0.010 0.005
Oh Oh Oh Oh
35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
NO URAIAN PEKERJAAN 14 Memasang 1 bh stopkran diameter 1 1/2" Bahan Stopkran 1 1/2" Seal tape Tenaga Pekerja Tukang ledeng Kepala tukang Mandor
VOLUME SAT.HARGA SATUAN
1.000 bh 0.025 roll 0.010 0.100 0.010 0.005
Oh Oh Oh Oh
15 Memasang 1 m' pipa beton air limbah U 30 cm Bahan Pipa beton U.30 cm 1.000 bh Batu bata 13.500 bh PC 3.92 Kg Pasir pasang 0.056 m3 Pasir urug 0.02 m3 Tenaga Pekerja 0.140 Oh Tukang batu 0.070 Oh Kepala tukang 0.007 Oh Mandor 0.0070 Oh
55,000.00 2,500.00 35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
32,500.00 425.00 1,300.00 75,000.00 50,000.00 35,000.00 50,000.00 52,000.00 60,000.00 Jumlah
HARGA BAHAN / UPAH 2013
HAB BERAT ASRAMA PUTRA JUMLAH HARGA
1,750.00 300.00 2,050.00
30,000.00 360.00 11,000.00 5,200.00 3,500.00 550.00 300.00 50,910.00
750.00 7,000.00 1,200.00 8,950.00
14,000.00 2,400.00 16,400.00
6,720.00 1,140.00 7,860.00
111,000.00 10,500.00 600.00 122,100.00
JUMLAH HARGA 48,000.00 10,500.00 600.00 59,100.00
17,500.00 3,000.00 20,500.00
60,000.00 10,500.00 600.00 71,100.00
JUMLAH HARGA
110,000.00 14,900.00 27,300.00 19,500.00 2,047.50 2,340.00 176,087.50
110,000.00 129,285.00 42,075.00 52,500.00 30,000.00 3,150.00 4,500.00 371,510.00
29,750.00 18,681.00 300.00 11,200.00 5,000.00 525.00 900.00 66,356.00 552,966.67
29,750.00 7,472.40 3,675.00 11,200.00 5,000.00 525.00 900.00 58,522.40 487,686.67
JUMLAH HARGA 33,000.00 12,090.00 1,350.00 21,000.00 6,250.00 656.25 1,800.00 76,146.25
JUMLAH HARGA
11,076.00 1,275.00 7,000.00 7,500.00 787.50 600.00 28,238.50
8,424.00 1,425.00 7,000.00 7,500.00 787.50 600.00 25,736.50
4,758.00 1,725.00 7,000.00 7,500.00 787.50 600.00 22,370.50
44,200.00 14,794.00 3,150.00 4,875.00 ### 21,700.00 17,500.00 1,837.50 1,800.00 109,856.50
12,500.00 1,479.40 315.00
JUMLAH HARGA 487.50 ### 2,170.00 1,750.00 183.75 180.00 19,065.65
41,250.00 14,794.00 3,150.00 4,875.00 21,700.00 17,500.00 1,837.50 1,800.00 106,906.50
JUMLAH HARGA
42,000.00 12,090.00 1,350.00 4,875.00 21,000.00 6,250.00 656.25 1,800.00 90,021.25
45,000.00 2,625.00 7,000.00 10,000.00 1,050.00 150.00 65,825.00
650.00 1,750.00 6,000.00 630.00 72.00 9,102.00
4,225.00 1,575.00 6,000.00 11,800.00
8,400.00 277.50 245.00 350.00 36.75 18.00
JUMLAH HARGA 9,327.25
8,505.00 277.50 245.00 350.00 36.75 18.00 9,432.25
JUMLAH HARGA
283,400.00 65,000.00 147,900.00 57,750.00 12,500.00 1,312.50 4,800.00 572,662.50
473,200.00 77,518.75 137,700.00 64,750.00 17,500.00 1,837.50 5,100.00 777,606.25
33,000.00 6,300.00 21,875.00 22,500.00 3,500.00 17,160.00 1,815.00 360.00 106,510.00
33,000.00 39,875.00 6,300.00 21,875.00 22,500.00
3,500.00 17,160.00 1,815.00 360.00 146,385.00
JUMLAH HARGA
63,250.00 39,875.00 6,300.00 21,875.00 22,500.00 3,500.00 17,160.00 1,815.00 360.00 176,635.00 777,606.25 1,259,178.75 2,000.00 2,038,785.00
JUMLAH HARGA 777,606.25 1,320,515.00 2,000.00 2,100,121.25
777,606.25 1,528,024.50 852,080.00 2,000.00 3,159,710.75
777,606.25 1,461,998.75 852,080.00 2,000.00 3,093,685.00
777,606.25 1,461,998.75 852,080.00 2,000.00 3,093,685.00
777,606.25 2,169,417.50 1,097,887.50 2,000.00 4,046,911.25 ### 777,606.25 1,716,669.50 1,097,887.50 2,000.00 3,594,163.25
777,606.25 2,018,501.50 1,244,272.50 2,000.00 4,042,380.25
JUMLAH HARGA 777,606.25 1,603,482.50 1,244,272.50 2,000.00 3,627,361.25
777,606.25 1,557,650.75 1,097,887.50 2,000.00 3,435,144.50
JUMLAH HARGA
777,606.25 1,399,087.50 1,097,887.50 2,000.00 3,276,581.25
777,606.25 512,998.75 1,471,369.55 2,000.00 2,763,974.55
777,606.25 652,907.50 1,471,369.55 2,000.00 2,903,883.30
440,000.00 36,000.00 1,800.00 1,360,000.00 185,000.00 325,000.00 65,000.00 132,600.00 101,850.00 12,250.00 48,672.00 42,000.00 12,743.50 7,140.00 2,770,055.50
4,000.00 180.00 900.00 24,000.00 8,325.00 5,200.00 750.00
JUMLAH HARGA 1,530.00 2,100.00 1,040.00 1,000.00 1,000.00 330.00 180.00 50,535.00
JUMLAH HARGA
246,000.00 ### 35,000.00 130,000.00 13,750.00 3,000.00 427,750.00 769,950.00
72,000.00 45,000.00 4,500.00 36,750.00 ### 5,250.00 23,400.00 2,475.00 1,200.00 190,575.00
50,000.00 1,000.00 1,050.00 5,250.00 7,500.00 787.50 360.00 65,947.50
42,000.00 1,000.00 1,050.00 5,250.00 7,500.00 787.50 360.00 57,947.50 177,319.35
JUMLAH HARGA 26,250.00 3,000.00 2,000.00 5,250.00 7,800.00 825.00 360.00 45,485.00
JUMLAH HARGA
18,375.00 2,000.00 2,450.00 5,200.00 550.00 210.00 28,785.00
13,125.00 1,800.00 3,500.00 7,800.00 825.00 300.00 27,350.00
3,675.00 225.00 735.00 1,092.00 110.00 60.00 5,897.00
12,800.00 144.00 260.00 165.00 350.00 360.00 14,079.00
8,662.50 500.00 575.00
JUMLAH HARGA 210.00 3,000.00 315.00 18.00 13,280.50
8,662.50 200.00 575.00 210.00 3,000.00 315.00 18.00 12,980.50
JUMLAH HARGA
8,662.50 1,600.00 210.00 3,000.00 315.00 18.00 13,805.50
8,662.50 1,200.00 210.00 3,000.00 315.00 18.00 13,405.50
25,000.00 1,500.00 ### 210.00 3,000.00 315.00 18.00 30,043.00
28,500.00 15,000.00 ### 210.00 3,000.00 315.00 18.00 47,043.00
123,750.00 5,250.00 3,120.00 330.00
JUMLAH HARGA 480.00 132,930.00
29,750.00 10,400.00 2,400.00 14,000.00 10,000.00 1,050.00 120.00 67,720.00
JUMLAH HARGA
22,500.00 25,600.00 270.00 6,000.00 1,400.00 20,000.00 1,375.00 60.00 77,205.00
27,670.50 5,000.00 2,875.00 3,500.00 52,000.00 5,250.00 600.00 96,895.50
287,116.67 5,000.00 10,312.50 2,875.00 ### 3,500.00 52,000.00 5,250.00 600.00 366,654.17
225,000.00 65,000.00 350.00 5,200.00 525.00 300.00 296,375.00
JUMLAH HARGA 110,000.00 65,000.00 350.00 5,200.00 525.00 300.00 181,375.00
JUMLAH HARGA
55,000.00 350.00 5,200.00 525.00 300.00 61,375.00
25,000.00 350.00 5,200.00 525.00 300.00 31,375.00
20,000.00 350.00 5,200.00 525.00 300.00 26,375.00
22,500.00 350.00 5,200.00 525.00 300.00 28,875.00
20,000.00 350.00 5,200.00 525.00 300.00 26,375.00
17,500.00
JUMLAH HARGA 350.00 5,200.00 525.00 300.00 23,875.00
66,000.00 525.00 7,800.00 825.00 45.00 75,195.00
JUMLAH HARGA
77,000.00 525.00 7,800.00 825.00 45.00 86,195.00 ( 1 lapis plamir,1 lapis cat dasar, 2 lapis cat penutup ) 750.00 2,145.00 4,290.00
700.00 3,150.00 312.00 180.00 11,527.00 baru ( 1 lapis plamir, 1 lapis cat dasar 2 lapis cat penutup ) 4,000.00 1,575.00 8,075.00 12,350.00 2,450.00 450.00 312.00 180.00 29,392.00
2,000.00 2,375.00 75.00
350.00 4,000.00 520.00 60.00 9,380.00
20,000.00
JUMLAH HARGA
3,750.00 390.00 150.00 24,290.00
JUMLAH HARGA
22,500.00 30,000.00 9,500.00 1,000.00 6,500.00 3,000.00 17,500.00 25,000.00 2,600.00 3,000.00 120,600.00
20,000.00 18,000.00 500.00 4,225.00 17,500.00 25,000.00 2,600.00 3,000.00 90,825.00
40,000.00 350.00 5,000.00 520.00 60.00 45,930.00
35,000.00 350.00 5,000.00 520.00 60.00 40,930.00
15,000.00
JUMLAH HARGA 18,000.00 500.00 4,225.00 875.00 12,500.00 1,300.00 1,500.00 53,900.00
JUMLAH HARGA
20,000.00 18,000.00 500.00 4,225.00 875.00 12,500.00 1,300.00 1,500.00 58,900.00
16,500.00 875.00 12,500.00 1,300.00 1,500.00 32,675.00
35,000.00 18,000.00 13,000.00 17,500.00 25,000.00 2,600.00 3,000.00 114,100.00
85,000.00 18,000.00 13,000.00 17,500.00 25,000.00 2,600.00 3,000.00 164,100.00
6,000.00
JUMLAH HARGA 1,750.00 1,260.00 3,000.00 312.00 120.00 12,442.00
7,800.00 2,275.00 1,260.00 3,000.00 312.00 120.00 14,767.00
JUMLAH HARGA
11,400.00 3,325.00 1,260.00 3,000.00 312.00 120.00 19,417.00
15,000.00 4,375.00 1,260.00 3,000.00 312.00 120.00 24,067.00
19,800.00 5,775.00 1,260.00 3,000.00 312.00 120.00 30,267.00
24,000.00 7,000.00 1,260.00 3,000.00 312.00 120.00 35,692.00
80,000.00 525.00 1,500.00 156.00 120.00
JUMLAH HARGA 82,301.00
120,000.00 6,375.00 7,800.00 750.00 3,500.00 50,000.00 520.00 600.00 189,545.00
JUMLAH HARGA
1,750,000.00 7,800.00 750.00 3,500.00 50,000.00 520.00 600.00 1,813,170.00
195,000.00 23,400.00 4,550.00 750.00 75,000.00 3,500.00 50,000.00 520.00 600.00 353,320.00
20,000.00
350.00 5,000.00 520.00 600.00 26,470.00
95,000.00 237.50 350.00 5,000.00 520.00 300.00 101,407.50
45,000.00 62.50
JUMLAH HARGA 350.00 5,000.00 520.00 300.00 51,232.50
JUMLAH HARGA
55,000.00 62.50 350.00 5,000.00 520.00 300.00 61,232.50
32,500.00 5,737.50 5,096.00 4,200.00 1,200.00 4,900.00 3,500.00 364.00 420.00 57,917.50
HARGA SATUAN BAHAN & UPAH KERJA REHAB BERAT ASRAMA PUTRA RSJ Dr. RADJIMAN WEDIODININGRAT LAWANG KAB. MALANG TAHUN ANGGARAN 2013 No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44
JENIS BAHAN Pasir Urug Pasir Pasang Pasir Cor Sirtu Tanah Urug Batu Belah Kali Tenslah Pecah Tangan 2-3 Cm Beton cor model alur Bata Merah Portland Cement (PC) 40 Kg - merk Gresik Portland Cement (PC) Putih - merk Gresik Semen berwarna yiyitan Besi Beton Polos - SNI Besi Beton Ulir - SNI Canal C.(125x50x20x2,3) Pipa schedule / Hitam 4" Kawat Beton (bendrat) Besi Beugel/dook, angker Besi Siku/Plat Buis Beton U 30 Cm Cat Meni Kayu - merk Emco Cat Meni Besi - merk Emco Cat Kayu - merk Emco Cat Dinding Interior - merk Cathylak Plamur Dinding Plamur Kayu - merk Pedang Coating batu alam - merk propan Lem Kayu - merk rajawali Kaca bening 5 mm Kaca es 5 mm Kaca Cermin 5 mm Kayu Meranti ( Begisting ) Kayu Meranti 5/7 Cm - Borneo Kayu Papan sgl ukuran (meranti) Kayu Papan sgl ukuran (kamper) Kayu terentang ( begisting ) Kayu Kamper 6/15 Cm kalsiboard 120 x 240 x 4.5 mm kalsiplank 1,2 x 30 cm - merk elephant List kayu profil seng galvalum L = 0.6 m t=0.3 mm Multiplek (120x240x12) mm Keramik 20 x 20 cm KW. 1 - merk Asia Keramik 40 x 40 cm KW. 1 - merk Asia
HARGA SATUAN (Rp.) 50,000.00 75,000.00 125,000.00 92,500.00 40,000.00 100,000.00 170,000.00 30,000.00 425.00 1,300.00 1,500.00 3,250.00 8,000.00 8,100.00 8,250.00 8,250.00 18,500.00 8,250.00 8,250.00 32,500.00 20,000.00 20,000.00 47,500.00 16,500.00 7,500.00 10,500.00 40,000.00 7,500.00 60,000.00 70,000.00 75,000.00 2,750,000.00 3,000,000.00 3,200,000.00 6,150,000.00 2,000,000.00 6,000,000.00 52,500.00 12,500.00 3,500.00 22,500.00 62,500.00 1,650.00 6,800.00
SATUAN BAHAN m3 m3 m3 m3 m3 m3 m3 m2 bj kg kg kg kg kg kg kg kg kg kg bh kg kg kg kg kg kg ltr kg m2 m2 m2 m3 m3 m3 m3 m3 m3 lbr m' m1 m' lbr bh bh
45 46 47 48 49 50
Keramik Dinding 20 x 25 Cm KW. 1 - merk Asia Keramik Step nosing 8 x 40 Cm KW. 1 - merk Asia Paving blok K- 300 uk. 10 cm x 20 cm x 6 cm Paku Kayu Ukuran 2",3",4" Paku Sekrup, Fixer Paku sumbat
2,100.00 5,000.00 1,000.00 18,000.00 250.00 250.00
bh bh bh kg bh bh
No 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
JENIS BAHAN Pipa PVC O 1/2" AW - 4 m' - merk Maspion Pipa PVC O 3/4" AW - 4 m' - merk Maspion Pipa PVC O 1 1/2" AW - 4 m' - merk Maspion Pipa PVC O 2" AW - 4 m' - merk Maspion Pipa PVC O 3" D - 4 m' - merk Maspion Pipa PVC O 4" D - 4 m' - merk Maspion Pipa Besi O 5" Saklar Tunggal - merk Broco Saklar Ganda - merk Broco Stop Kontak - merk Broco T Doos PVC Isolator Las Doof Pipa paralon 5/8 " - merk Maspion Sekering Kas 3 Group MCB Tembaga pejal 5/8" Besi pipa stainless 1 1/2" t=1.8 mm 6 m Besi pipa stainless 2" t=1.8 mm 6 m Elektroda Handel Pintu besar - merk Solid Handle pintu biasa - merk Solid Kunci tanam 2 x putar - merk Solid Kunci tanam WC / KM - merk Solid Engsel pintu 4" - merk Solid Engsel Jendela 3" - merk Solid Hak angin - merk Solid Grendel pintu - merk Solid Grendel jendela - merk Solid Lampu SL Tornado Spiral 24 watt - merk Phillips Lampu SL Tornado Spiral 10 watt - merk.Phillips Genteng Kodok Model Karangpilang - merk Goodyear Bubungan, genteng kodok - merk Goodyear Fitting plafond Kabel NYY 2x2,5 mm Kabel NYY 2x4 mm Pintu PVC KM/WC - merk maspion Kloset jongkok porselin - merk TOTO Kloset Duduk Komplit - merk TOTO Wastafel besar warna - merk TOTO Wall Shower 1/2". - merk Alinco Kran air 1/2". - merk Alinco Stop kran 1 1/2" - merk Alinco Stop kran 3" - merk Kitz Clamp sadlle 3" - 1 1/2" - merk Kitz Floor drain stainless Seal tape Sealant Minyak begisting Thinner
HARGA SATUAN (Rp.) 5,000.00 6,500.00 9,500.00 12,500.00 16,500.00 20,000.00 80,000.00 15,000.00 20,000.00 20,000.00 500.00 2,000.00 500.00 6,500.00 85,000.00 35,000.00 115,000.00 165,000.00 20,000.00 225,000.00 110,000.00 65,000.00 55,000.00 25,000.00 20,000.00 22,500.00 20,000.00 17,500.00 40,000.00 35,000.00 4,950.00 5,950.00 9,500.00 2,250.00 15,000.00 210,000.00 120,000.00 1,750,000.00 195,000.00 95,000.00 45,000.00 55,000.00 75,000.00 110,000.00 20,000.00 2,500.00 17,500.00 3,000.00 9,500.00
SATUAN BAHAN m' m' m' m' m' m' m' bj bj bj bj bj bj ljr Unit m' Ljr Ljr kg bh bh bh bh bh bh Ps bh bh bh bh bh bh bh m' m' unit bh bh bh bh bh bh bh bh bh roll tube ltr ltr
100 101 102 103 104 105 106 107 108 109 110 111
Kuas 3" aluminium hollow 4x4cm t = 0.3 mm/ Rangka Plafond Penggantung rangka kawat Ø 2.5 mm Profil Aluminium 4" - merk Indal Profil Aluminium 3" - merk Indal Usuk Galvalum C 75 - 0.75 mm Reng Galvalum R 30 - 0.45 mm Tandon air PVC kapasitas 1000 Ltr - merk Maspion Pompa air PC-260 Bit - merk Shimizu + Otomatis Alat bantu Bor Sewa Scafolding Sewa Mesin Las
7,500.00 7,500.00 1,500.00 50,000.00 40,000.00 50,000.00 28,500.00 950,000.00 1,500,000.00 15,000.00 22,500.00 115,000.00
bh m' m' m' m' ljr ljr bh bh hari set hari
B. UPAH KERJA No
1 2 3 4 5 6 7 8 9 10 11 12 13
JENIS GOLONGAN PEKERJA
Mandor Kepala Tukang Kepala Tukang Kepala Tukang Kepala Tukang Kepala Tukang Tukang batu Tukang kayu Tukang besi Tukang cat Tukang pipa Tukang listrik Pembantu
HARGA SATUAN (Rp.)
batu kayu besi cat pipa / Listrik
60,000.00 52,500.00 55,000.00 52,500.00 52,000.00 52,000.00 50,000.00 52,000.00 50,000.00 50,000.00 50,000.00 50,000.00 35,000.00
SATUAN UPAH Org/Hr Org/Hr Org/Hr Org/Hr Org/Hr Org/Hr Org/Hr Org/Hr Org/Hr Org/Hr Org/Hr Org/Hr Org/Hr
HARGA SATUAN UPAH KABUPATEN SUMENEP
No. 1 2 3 4 5 6 7 8 9 10 11 12 13
URAIAN UPAH Mandor Kepala Tukang Batu Kepala Tukang Kayu Kepala Tukang Besi Kepala Tukang Cat Tukang Gali Tanah Tukang Batu Tukang Kayu Tukang Besi Tukang Cat Tukang Pipa Tukang Listrik Pekerja
SATUAN Org / hari Org / hari Org / hari Org / hari Org / hari Org / hari Org / hari Org / hari Org / hari Org / hari Org / hari Org / hari Org / hari
HARGA SATUAN ( Rp ) 50,000.00 47,500.00 47,500.00 47,500.00 47,500.00 42,500.00 42,500.00 42,500.00 42,500.00 42,500.00 42,500.00 42,500.00 32,500.00
HARGA SATUAN
TIME KEGIATAN LOKASI TAHUN ANGGARAN NO
: : :
REHAB BERAT ASRAMA PUTRA RSJ Dr. RADJIMAN WEDIODININGRAT LAWANG KAB. MALANG 2013
URAIAN PEKERJAAN
BOBOT (%)
A I II III IV V VI VII VIII IX X
LANTAI 1 PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN
0.737 PERSIAPAN 1.838 TANAH 4.739 PASANGAN 8.038 PLESTER / LANTAI 32.662 BETON 3.765 KAYU PENGGANTUNG, BESI & K 0.646 1.493 CAT 0.892 INSTALASI LISTRIK 1.904 INSTALASI AIR
B I II III IV V VI VII VIII IX
LANTAI 2 PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN PEKERJAAN
2.487 PASANGAN 6.834 PLESTER / LANTAI 5.374 BETON 3.883 KAYU 18.813 ATAP DAN PLAFOND PENGGANTUNG, BESI & K 0.538 1.819 CAT 0.969 INSTALASI LISTRIK 2.571 INSTALASI AIR
JUMLAH NILAI PEKERJAAN (%) KEMAJUAN PEKERJAAN (%) KEMAJUAN PEKERJAAN KOMULATIF (%)
BULAN 1 M-1
M-2
M-3
M-4
1.580
1.580
1.580
2.444
5.444
5.444
1.655
4.942
7.023
7.023
1.655
6.598
13.621
20.644
0.737 0.919
0.919
100.00 0
IME
SCHEDULE
AB. MALANG
BULAN II M-5
M-6
2.009
2.009
5.444
5.444
M-7
5.444
BULAN III M-8
M-9
2.009
2.009
M-10
M-11
BULAN IV M-12
M-13
M-14
3.000 1.883
1.883 0.323
0.373 0.446
0.446
0.635
0.635
1.243
1.243 1.709
0.373
0.373
0.323
0.373
1.709 2.687
1.709 2.687 1.942 4.703
4.703
4.703
1.942
4.703 0.606
0.485
7.453 28.097
7.453
7.767
9.042
8.661
35.550 43.318
52.359
61.020
0.485 1.286
1.286
8.245
6.685
69.269 77.513
84.198
8.248
6.968
4.741
### 95.907
Malang, 15 April 2013 CV. M A K A R T I
UNTUNG SANTOSO DIREKTUR
BULAN IV M-15
M-16
KET. 100
75
0.635
50
1.709 25
0.538 0.606
0.606 0
3.487
0.606
99.394 100.000
Rencana Anggaran dan Biaya Pelaksanaan Uraian Bahan/Tenaga Pekerjaan
Koef. Bahan/Tenaga persatuan pekerjaan
Pekerjaan Pondasi Galian Galian Tanah
Volume
Tanah Pondasi Poor
pekerja Mandor
0.4 0.04
org/hr org/hr
144.84 m3
Bor Pondasi Strouss
pekerja Operator Mandor
0.4 0.062 0.04
org/hr org/hr org/hr
462.40 m3
m3
462.40 462.40
m4 m3
kg
3458.80 236.63 55.43
kg kg kg
pekerja 0.007 tukang besi 0.007 kepala tukang bes 0.0007 Mandor 0.0003
kg/hr kg/hr kg/hr kg/hr
3695.42 3695.42 3695.42 3695.42
kg kg kg kg
Beton Ready Mix Concrete Pump Vibrator Air bersih
1.06 0.3 0.6 215
m³ unit unit ltr
31.71 31.71 31.71 31.71
pekerja tukang batu kepala tukang bat Mandor
2 0.35 0.035 1
org/hr org/hr org/hr org/hr
31.71 31.71 31.71 31.71
Pondasi Straus Tulangan Ø 12 Ø8 Bendrat
Beton
144.84
0.015
Jumlah yang dibutuhkan
Koef. Pembagi
Bahan / Tenaga
Harga Per Jumlah Harga Satuan
57.94 org 5.79 org
58.0 org 6.0 org
Rp42,500 Rp60,000
Rp2,465,000 Rp360,000
184.96 org 28.67 org 18.50 org
185.0 org 29.0 org 18.0 org
Rp42,500 Rp50,000 Rp60,000
Rp7,862,500 Rp1,450,000 Rp1,080,000 Rp13,217,500
325.0 Ljr 38.0 Ljr 55.0 kg
Rp8,000 Rp8,000 Rp21,500
Rp27,670,364 Rp1,893,007 Rp1,182,500
25.87 org 25.87 org 2.59 org 1.11 org 33.61 9.51 19.03 6817.65
m³ unit unit ltr
63.42 org 11.10 org 1.11 org 31.71 org
31.0 31.0 4.0 2.0
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp1,007,500 Rp1,317,500 Rp190,000 Rp100,000
34.0 15.0 19.0 6818.0
m³ unit unit ltr
Rp240,850 Rp67,500 Rp135,000 Rp3,000
Rp8,188,900 Rp1,012,500 Rp2,565,000 Rp20,454,000
Rp32,500 Rp42,500 Rp47,500
Rp3,087,500 Rp722,500 Rp47,500 Rp0 Rp69,438,771
95.0 org 17.0 org 1.0 org 48.0 org
Poer Type A Pasir urug
Pasir urug pekerja Mandor
0.3 0.01
org/hr org/hr
Lantai kerja PC Pasir Pasang Batu pecah mesin Air bersih
0.2 0.026 0.044 215
sak m³ m³ ltr
pekerja tukang batu kepala tukang bat Mandor
1.2 0.2 0.02 0.06
org/hr org/hr org/hr org/hr
Tulangan
Ø 16 Ø 12 bendrat
0.015
pekerja 0.007 tukang besi 0.007 kepala tukang bes 0.0007 Mandor 0.0003 Beton
Beton Ready Mix Concrete Pump Vibrator pekerja tukang batu kepala tukang bat Mandor
1.06 0.3 0.6 2 0.35 0.035 1
kg
32.03
m³
32.03 m³
32.0 m³
Rp57,000
Rp1,825,709
32.03 32.03
m³ m³
9.61 org 0.32 org
10.0 org 1.0 org
Rp32,500 Rp50,000
Rp325,000 Rp50,000
1.67 m³ 1.67 m³ 1.67 m³ 1.67 m³ 1.67 1.67 1.67 1.67
m³ m³ m³ m³
0.33 0.04 0.07 359.05
sak m³ m³ ltr
1.0 1.0 1.0 400.0
sak m³ m³ ltr
Rp62,500 Rp175,000 Rp91,800
Rp62,500 Rp175,000 Rp91,800
0.84 0.14 0.01 0.04
org org org org
3.0 1.0 1.0 1.0
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp97,500 Rp42,500 Rp47,500 Rp50,000
34.0 Ljr 40.0 Ljr 39.5 kg
Rp16,000 Rp16,000 Rp21,500
Rp3,224,832 Rp1,697,280 Rp849,250
10.0 10.0 1.0 1.0
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp325,000 Rp425,000 Rp47,500 Rp50,000
Rp240,850 Rp67,500 Rp135,000
Rp1,926,800 Rp168,750 Rp675,000
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp1,007,500 Rp255,000 Rp47,500 Rp800,000
201.55 kg 106.08 kg 4.61 kg
org/hr org/hr org/hr org/hr
307.63 307.63 307.63 307.63
m³ unit unit
12.24 12.24 12.24
org/hr org/hr org/hr org/hr
12.24 12.24 12.24 12.24
kg kg kg kg
2.15 2.15 0.22 0.09
org org org org
8.40 2.38 4.75 m³ m³ m³ m³
24.48 org 4.28 org 0.43 org 12.24 org
org org org org
8.0 2.5 5.0 31.0 6.0 1.0 16.0
org org org org
Perhitungan Kebutuhan Tulangan Jenis Pekerjaan
Diameter
Gambar Tulangan
Gambar
Ø
Panjang Batang Jarak
15
Tul. Pokok 0.012
Pondasi Straus Ø 30 cm
Beugel 0.006
Jumlah batang
5.36 m
-
0.15
6
5.04 m
PEMBESIAN 6 Ø12 Ø 30 cm
Total Keseluruhan
BEUGEL Ø8 - 15
500
105
1 6
1 6
Tul. Pokok 0.012 0.016
165 45
95
1.99 m 2.02 m
10 10
0.012 0.016
-
0.15 0.15
1.87 m 1.91 m
5 5
0.012 0.016
-
0.15 0.15
1.40 m 1.44 m
6 6
1 7
1 5 1 7
1 5
1
Ø16 - 150
Ø12 - 150
155
160
Ø12 - 150
65
45
Ø16 - 150
Poer Type A
0.15 0.15
1 7
75
1 7
45
-
45
149
Total Keseluruhan
1 7
1 5
48
102
160
3 0
0.15 0.15
1.99 m 2.02 m
6 6
0.012 0.016
-
0.15 0.15
1.21 m 1.26 m
11 11
3 0
9 0
3 0
Total Keseluruhan 1 7
Ø 1 6-1 5 0
Ø16 - 150
1 5
Ø12 - 150 Ø 1 2-1 5 0
Poer Type B
-
1 7
1 7
1 6
165
Tul. Pokok 0.012 0.016
1 6
105
84
3 0
9 0
Poer Type B
3 0 1 7
Ø16 - 150
Ø 1 6-1 5 0
Ø 1 2-1 5 0
1 5
Ø12 - 150
84
30
-
0.15 0.15
1.18 m 1.13 m
6 6
0.012 0.016
-
0.15 0.15
1.18 m 1.13 m
6 6
85
1 0
9
Tul. Pokok 0.012 0.016
90
Poer Type C
Ø16- 150
Ø12- 150
1 0
9
90
30
Ø12 - 150
20
9
Total Keseluruhan
85
4Ø16
1 0
1 0
9
Ø16 - 150
Tul. Pokok 0.016
-
1.56 m
4
0.76 m
6
20
Ø 8 - 150
Begel KOLOM 20/20
0.008
-
0.15
142
4Ø16
KoLom Pendek 20/20 52 Ø10 - 150
Total Keseluruhan 28
10
10 20
6 Ø16
30
20
Tul. Pokok 0.016
Ø 8 - 150
-
1.56 m
6
0.88 m
6
Begel 0.008
4Ø16
-
0.15
142
KOLOM 20/20
KoLom Pendek 20/30
52 Ø10 - 150
Total Keseluruhan 28 10 20
10
Ø10 - 150
28 10
10
20
30
30
8Ø16
Tul. Pokok 0.016
Ø 8 - 150
-
1.56 m
8
0.88 m
6
Begel
DETAIL K1 30/30 SKALA 1:20
KOLOM 20/20
0.008
-
0.15
142
4Ø16
KoLom Pendek 30/30
52 Ø10 - 150
Total Keseluruhan
28 10 20
30
30
8Ø16
50
Ø 8 - 150 DETAIL K1 30/30 SKALA 1:20
10
Tul. Pokok 0.016 0.016 Begel 0.008 0.008
-
0.15 0.15
4.40 m 3.65 m
8 8
0.88 m 0.88 m
27 25
390
365
KoLom 30/30 Total Keseluruhan
LANTAI 2
LANTAI 1
6 Ø16
Ø 8 - 150 50
30
20
Tul. Pokok 0.016 0.016 Begel 0.008 0.008
-
0.15 0.15
4.40 m 3.80 m
6 6
0.88 m 0.88 m
27 25
390
380
KoLom 20/30 Total Keseluruhan
LANTAI 2
LANTAI 1
LANTAI 1
LANTAI 2
6 Ø16
30
20
Tul. Pokok 0.016 0.016 Begel 0.008 0.008
50
Ø 8 - 150
-
0.15 0.15
4.40 m 3.80 m
6 6
0.88 m 0.88 m
27 25
390
380
KoLom 20/30 Total Keseluruhan
LANTAI 1
LANTAI 2
TUMPUAN
Tul. Pokok 0.012
20
3 Ø12
17 Begel 0.008
30
Ø8 - 150 3 Ø12
Sloof 20/30
20
0.96 m 0.96 m
965 724
Total Keseluruhan
Ø8 - 200 3 Ø12
30
Tul. Pokok 0.012
2 Ø12 Ø8 - 150 2 Ø12
-
138.26 m
4
0.66 m 0.66 m
461 346
Begel 0.008 0.008
-
0.15 0.2
1 7
20
0.15 0.2
6
3 Ø12
TUMPUAN 15
-
289.51 m
2 7
LAPANGAN
0.008
-
LAPANGAN
Sloof 20/30
12 20
15
2 Ø12 Ø8 - 200 2 Ø12
TUMPUAN
35
3 Ø16
Ø8 - 150
Total Keseluruhan
35
TUMPUAN 3 Ø16
Tul. Pokok 0.016
Ø8 - 150
Begel 0.008 0.008
Balok B1 20/35
-
0.15 0.2
211.85 m
5
0.98 m 0.98 m
706 530
3 0
2 Ø16
-
20
LAPANGAN 2 Ø16
15
Total Keseluruhan
35
Ø8 - 200
3 Ø16 20
TUMPUAN
Tul. Pokok 0.016 0.016 0.012 Begel 0.008 0.008
5 Ø16
40
Ø8 - 150 2 Ø12
3 5
3 Ø16
Balok B2 20/40
20
-
0.15 0.2
36.00 m 18.00 m 36.00 m
6 2 2
1.08 m 1.08 m
120 90
LAPANGAN 2 Ø16
Total Keseluruhan
Ø8 - 200
15
4 0
2 Ø12 3 Ø16 20
Tul. Pokok 0.016 0.016 0.016 0.012
4 Ø16
50
Ø8 - 150 2 Ø12
20
Balok B3 20/50
91.25 m 45.63 m 45.63 m 91.25 m
4 2 4 2
1.28 m 1.28 m
304 228
4 5
2 Ø16
-
3 Ø16
Begel
0.008 0.008
5 0
Ø8 - 200
-
0.15 0.2
2 Ø12
15 5 Ø16 20
Total Keseluruhan Tul. Pokok 0.016
3 Ø16
50
Ø8 - 150 2 Ø12
20
4 5
2 Ø16
-
13.75 m
4
3 Ø16
50
Ø8 - 150 2 Ø12
2 Ø16
-
0.008 0.008
-
6.88 m 6.88 m 13.75 m
1 2 2
1.28 m 1.28 m
46 34
4 5
20
Balok B3' 20/50
0.016 0.016 0.012
Begel
2 Ø16
5 0
Ø8 - 200
0.15 0.2
2 Ø12
15
4 Ø16 20
Total Keseluruhan 3 Ø16
Tul. Pokok 0.016
-
8.25 m
5
1.28 m 1.28 m
28 21
50
Ø8 - 150
Balok B3'' 20/50
4 5
2 Ø16 3 Ø16
20
Begel 0.008 0.008
5 0
Ø8 - 200
-
0.15 0.2
15
2 Ø16 20
Total Keseluruhan
5 Ø16
Tul. Pokok 0.016 0.016 0.016 0.012
40
Ø8 - 150 2 Ø12 3 Ø16
-
22.00 m 11.00 m 11.00 m 22.00 m
6 2 2 2
1.08 m 1.08 m
73 55
Balok B4 20/40
3 Ø16
3 5
20
Begel 0.008 0.008
40
Ø8 - 200 2 Ø12 5 Ø16
-
0.15 0.2
15
20
Total Keseluruhan
4 Ø16
Tul. Pokok 0.016 0.016
45
Ø8 - 150 2 Ø12
Balok B5 20/45
20
4 0
2 Ø16
-
44.00 m 22.00 m
4 2
4 Ø16
45
Ø8 - 150 2 Ø12
20
Balok B5 20/45
2 Ø16
-
0.008 0.008
-
44.00 m
2
1.18 m 1.18 m
147 110
Begel
Ø8 - 200 2 Ø12
4 5
0.012 4 0
2 Ø16
2 Ø16
0.15 0.2
15
20
Total Keseluruhan
3 Ø16
Tul. Pokok 0.016 0.016 0.016
40
2 Ø16
Ø8 - 150
-
22.00 m 11.00 m 11.00 m
4 1 1
1.08 m 1.08 m
73 55
3 5
20
Balok RB6 20/40
Begel 0.008 0.008
2 Ø16
0.15 0.2
4 0
Ø8 - 200
-
15
3 Ø16 20
Total Keseluruhan
3 Ø16
Tul. Pokok 0.016 0.016 0.016
35
Ø8 - 150 2 Ø16
-
197.25 m 98.63 m 98.63 m
4 1 1
0.98 m 0.98 m
658 493
20
Begel
3 0
2 Ø16
0.008 0.008
Ø8 - 200
-
0.15 0.2
3 5
Balok RB1 20/35
3 Ø16
15
20
Total Keseluruhan
Jumlah batang
bh
Jumlah Pondasi
Berat tulangan
Jumlah Tul. Per Lonjor
146 bh
0.888 kg/m
392 Ljr
4169.48 kg
146 bh
0.222 kg/m
62 Ljr
163.33 kg
454 Ljr
4332.81 kg
tal Keseluruhan
Volume
bh bh
22 bh 22 bh
0.888 kg/m 1.58 kg/m
37 Ljr 37 Ljr
386.17 kg 697.47 kg
bh bh
22 bh 22 bh
0.888 kg/m 1.58 kg/m
16 Ljr 17 Ljr
168.05 kg 305.40 kg
bh bh
22 bh 22 bh
2.23 kg/m 3.85 kg/m
15 Ljr 15 Ljr
384.63 kg 683.02 kg
137 Ljr
2624.75 kg
tal Keseluruhan
bh bh
36 bh 36 bh
0.888 kg/m 1.58 kg/m
34 Ljr 34 Ljr
356.25 kg 643.43 kg
bh bh
36 bh 36 bh
0.888 kg/m 1.58 kg/m
39 Ljr 40 Ljr
410.02 kg 759.69 kg
147 Ljr
2169.39 kg
tal Keseluruhan
bh bh
8 bh 8 bh
0.888 kg/m 1.58 kg/m
5 Ljr 5 Ljr
46.94 kg 79.99 kg
bh bh
8 bh 8 bh
0.888 kg/m 1.58 kg/m
5 Ljr 5 Ljr
46.94 kg 79.99 kg
20 Ljr
253.86 kg
tal Keseluruhan
bh
8 bh
1.58 kg/m
5 Ljr
78.87 kg
bh
8 bh
0.395 kg/m
4 Ljr
14.41 kg
9 Ljr
93.28 kg
tal Keseluruhan
bh
33 bh
1.58 kg/m
26 Ljr
488.03 kg
bh
33 bh
0.395 kg/m
15 Ljr
68.82 kg
41 Ljr
556.86 kg
tal Keseluruhan
bh
4 bh
1.58 kg/m
5 Ljr
78.87 kg
bh
4 bh
0.395 kg/m
15 Ljr
8.34 kg
20 Ljr
87.22 kg
tal Keseluruhan
bh bh
4 bh 4 bh
1.58 kg/m 1.58 kg/m
12 Ljr 10 Ljr
222.46 kg 184.54 kg
bh bh
4 bh 4 bh
0.395 kg/m 0.395 kg/m
8 Ljr 8 Ljr
37.54 kg 35.22 kg
38 Ljr
479.77 kg
tal Keseluruhan
bh bh
33 bh 33 bh
1.58 kg/m 1.58 kg/m
73 Ljr 63 Ljr
1376.50 kg 1188.79 kg
bh bh
33 bh 33 bh
0.395 kg/m 0.395 kg/m
66 Ljr 62 Ljr
309.71 kg 290.59 kg
264 Ljr
3165.59 kg
tal Keseluruhan
bh bh
20 bh 20 bh
1.58 kg/m 1.58 kg/m
73 Ljr 63 Ljr
834.24 kg 720.48 kg
bh bh
20 bh 20 bh
0.395 kg/m 0.395 kg/m
66 Ljr 62 Ljr
187.70 kg 176.12 kg
264 Ljr
1918.54 kg
tal Keseluruhan
bh
bh
0.888 kg/m
145 Ljr
1542.51 kg
bh bh
bh bh
0.395 kg/m 0.395 kg/m
78 Ljr 58 Ljr
365.94 kg 274.46 kg
281 Ljr
2182.91 kg
tal Keseluruhan
bh
bh
0.888 kg/m
47 Ljr
491.10 kg
bh bh
bh bh
0.395 kg/m 0.395 kg/m
26 Ljr 20 Ljr
120.15 kg 90.11 kg
93 Ljr
701.36 kg
tal Keseluruhan
bh
bh
1.58 kg/m
89 Ljr
1673.62 kg
bh bh
bh bh
0.395 kg/m 0.395 kg/m
39 Ljr 30 Ljr
273.36 kg 205.02 kg
158 Ljr
2151.99 kg
tal Keseluruhan
bh bh bh
bh bh bh
1.58 kg/m 1.58 kg/m 0.888 kg/m
18 Ljr 3 Ljr 6 Ljr
341.28 kg 56.88 kg 63.94 kg
bh bh
bh bh
0.395 kg/m 0.395 kg/m
11 Ljr 9 Ljr
51.19 kg 38.39 kg
47 Ljr
551.682 kg
tal Keseluruhan
bh bh bh bh
bh bh bh bh
1.58 kg/m 1.58 kg/m 1.58 kg/m 0.888 kg/m
31 Ljr 8 Ljr 16 Ljr 16 Ljr
576.70 kg 144.18 kg 288.35 kg 162.06 kg
bh bh
bh bh
0.395 kg/m 0.395 kg/m
33 Ljr 25 Ljr
153.79 kg 115.34 kg
129 Ljr
1440.41167 kg
5 Ljr
86.90 kg
tal Keseluruhan
bh
bh
1.58 kg/m
bh bh bh
bh bh bh
1.58 kg/m 1.58 kg/m 0.888 kg/m
1 Ljr 2 Ljr 3 Ljr
10.86 kg 21.73 kg 24.42 kg
bh bh
bh bh
0.395 kg/m 0.395 kg/m
5 Ljr 4 Ljr
23.17 kg 17.38 kg
20 Ljr
184.460833 kg
tal Keseluruhan
bh
bh
1.58 kg/m
4 Ljr
65.18 kg
bh bh
bh bh
0.395 kg/m 0.395 kg/m
3 Ljr 3 Ljr
13.90 kg 10.43 kg
10 Ljr
89.507 kg
tal Keseluruhan
bh bh bh bh
bh bh bh bh
1.58 kg/m 1.58 kg/m 1.58 kg/m 0.888 kg/m
11 Ljr 2 Ljr 2 Ljr 4 Ljr
208.56 kg 34.76 kg 34.76 kg 39.07 kg
bh bh
bh bh
0.395 kg/m 0.395 kg/m
7 Ljr 5 Ljr
31.28 kg 23.46 kg
31 Ljr
371.899 kg
15 Ljr 4 Ljr
278.08 kg 69.52 kg
tal Keseluruhan
bh bh
bh bh
1.58 kg/m 1.58 kg/m
bh
bh
0.888 kg/m
8 Ljr
78.14 kg
bh bh
bh bh
0.395 kg/m 0.395 kg/m
15 Ljr 11 Ljr
68.36 kg 51.27 kg
53 Ljr
545.376333 kg
tal Keseluruhan
bh bh bh
bh bh bh
1.58 kg/m 1.58 kg/m 1.58 kg/m
8 Ljr 1 Ljr 1 Ljr
139.04 kg 17.38 kg 17.38 kg
bh bh
bh bh
0.395 kg/m 0.395 kg/m
7 Ljr 5 Ljr
31.28 kg 23.46 kg
22 Ljr
228.547 kg
tal Keseluruhan
bh bh bh
bh bh bh
1.58 kg/m 1.58 kg/m 1.58 kg/m
66 Ljr 9 Ljr 9 Ljr
1246.62 kg 155.83 kg 155.83 kg
bh bh
bh bh
0.395 kg/m 0.395 kg/m
54 Ljr 41 Ljr
254.52 kg 190.89 kg
179 Ljr
2003.68194 kg
tal Keseluruhan
391.28
61.3112896
36.2401111 36.7864444 15.7703333 16.1076667 14.3733333 14.784
33.432 33.936 38.478 40.068
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
4.40533333 4.21866667 4.40533333 4.21866667
4.16 0 3.04 0
25.74 0 14.52 0
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
4.16 0 1.76 0
11.7333333 9.73333333 7.92 7.43111111
72.6 62.7 65.34 61.3066667
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
144.755 0 77.2026667 57.902
46.0865 0 25.347575 19.0106813
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
6
0.222
88.2708333 0 57.6702778 43.2527083
18 3 6 10.8 8.1
30.4166667 7.60416667 15.2083333 15.2083333
32.4444444 24.3333333
4.58333333
8 10 12 14 16 19 22 25 28 32
0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
6 8 10 12
0.222 0.395 0.617 0.888
14
1.12
16 19 22 25 28 32
1.58 2.23 2.98 3.85 4.83 6.31
6 8 10
0.222 0.395 0.617
0.57291667 1.14583333 2.29166667
4.88888889 3.66666667
3.4375 0 0 0
2.93333333 2.2
11 1.83333333 1.83333333 3.66666667
6.6 4.95
14.6666667 3.66666667 0
12
0.888
14
1.12
16 19 22 25 28 32
1.58 2.23 2.98 3.85 4.83 6.31
6 8 10 12
0.222 0.395 0.617 0.888
14
1.12
16 19 22 25 28 32
1.58 2.23 2.98 3.85 4.83 6.31
6 8 10 12
0.222 0.395 0.617 0.888
14
1.12
16 19 22
1.58 2.23 2.98
25 28 32
3.85 4.83 6.31
6 8 10 12
0.222 0.395 0.617 0.888
7.33333333
14
1.12
14.4222222 10.8166667
16 19 22
1.58 2.23 2.98
25 28 32
3.85 4.83 6.31
6 8 10 12
0.222 0.395 0.617 0.888
14
1.12
16 19 22
1.58 2.23 2.98
25 28 32
3.85 4.83 6.31
6 8 10 12
0.222 0.395 0.617 0.888
14
1.12
16 19 22
1.58 2.23 2.98
25 28 32
3.85 4.83 6.31
7.33333333 0.91666667 0.91666667 0
6.6 4.95
65.75 8.21875 8.21875 0
53.6958333 40.271875
Perhitungan Kebutuhan Tulangan Jenis Pekerjaan
Gambar
Diameter
Gambar Tulangan Ø
Jarak
Tul. Pokok 0.012
Beugel 0.008
Panjang Batang
7.16 m
-
0.15
Pondasi Straus Ø 30 cm
6.69 m
Jumlah batang
16 bh
2
Jumlah Pondasi
Berat tulangan
Jumlah Tul. Per Lonjor
Volume
34 bh
0.888 kg/m
325 Ljr
3458.80 kg
34 bh
1.04 kg/m
38 Ljr
236.63 kg
363 Ljr
3695.42 kg
Total Keseluruhan
Tul. Pokok 0.012 0.016
-
0.15 0.15
1.90 m 1.90 m
3 bh 3 bh
34 bh 34 bh
1.04 kg/m 1.04 kg/m
34 Ljr 34 Ljr
201.55 kg 201.55 kg
0.012 0.016
-
0.15 0.15
1.00 m 1.00 m
3 bh 3 bh
34 bh 34 bh
1.04 kg/m 1.04 kg/m
39 Ljr 40 Ljr
106.08 kg 106.08 kg
147 Ljr
615.26 kg
Poer Type B Total Keseluruhan
2 Ø10
Tul. Pokok 0.01
15
Ø8 - 100
-
1.57 m
4 bh
22 bh
0.395 kg/m
5 Ljr
54.57 kg
0.78 m
35 bh
22 bh
4.83 kg/m
4 Ljr
2900.90 kg
9 Ljr
2955.47 kg
2 Ø10
7
Begel
15
0.01
-
0.1
KoLom Pendek 15/15
1 ,8 0
1 ,3 0
Total Keseluruhan
3 Ø16
Tul. Pokok 0.016 0.016 Begel 0.008 0.008
30
Ø8 - 100 3 Ø16
-
0.1 0.1
4.40 m 3.65 m
6 bh 6 bh
38 bh 38 bh
0.395 kg/m 0.395 kg/m
12 Ljr 10 Ljr
396.26 kg 328.72 kg
0.88 m 0.88 m
36 bh 36 bh
38 bh 38 bh
0.395 kg/m 0.395 kg/m
8 Ljr 8 Ljr
475.52 kg 475.52 kg
38 Ljr
1676.02 kg
3.50
50
30
-
365
390
KoLom 30/30
Total Keseluruhan
LANTAI 1
LANTAI 2
45
3 Ø16 Ø10 - 100 2 Ø16 3 Ø16
3 Ø16
Tul. Pokok 0.016 0.016 Begel 0.01 0.01
45
Ø10 - 100 2 Ø16
390
380
KoLom 30/45
-
0.1 0.1
4.40 m 3.80 m
8 bh 8 bh
18 bh 18 bh
0.395 kg/m 0.395 kg/m
73 Ljr 63 Ljr
250.27 kg 216.14 kg
0.88 m 0.88 m
42 bh 42 bh
18 bh 18 bh
4.83 kg/m 4.83 kg/m
66 Ljr 62 Ljr
3213.30 kg 3213.30 kg
264 Ljr
6893.02 kg
3 .5 9
50
3 Ø16
Total Keseluruhan
LANTAI 1
LANTAI 2
3 Ø16
Tul. Pokok 0.012
-
289.51 m
3 bh
3 bh
0.888 kg/m
145 Ljr
771.25 kg
0.96 m 0.96 m
3 bh 3 bh
3 bh 3 bh
0.395 kg/m 0.395 kg/m
78 Ljr 58 Ljr
1.14 kg 1.14 kg
281 Ljr
773.53 kg
47 Ljr
1285.42 kg
40
2 Ø16
Begel
Ø8 - 100
Sloof gantung 15/40
0.008 0.008
-
0.1 0.1
20
2 Ø16
Total Keseluruhan
40
Ø8 - 100
3 Ø16 20
3 Ø16
4 0
2 Ø16
Sloof 15/20
Ø8 - 100
Tul. Pokok 0.012
-
289.51 m
5 bh
4 bh
0.888 kg/m
3 Ø16
4 0
2 Ø16
Begel 0.008 0.008
Ø8 - 100
Sloof 15/20
-
0.1 0.1
0.66 m 0.66 m
20 bh 35 bh
4 bh 4 bh
0.395 kg/m 0.395 kg/m
26 Ljr 20 Ljr
5.21 kg 9.12 kg
93 Ljr
1299.76 kg
20
40
Ø8 - 100
Total Keseluruhan 3 Ø16 20
5 Ø16
30
Ø10 - 100
Tul. Pokok 0.016
2 Ø12 3 Ø16
289.51 m
8 bh
8 bh
4.58 kg/m
89 Ljr
10607.65 kg
0.98 m 0.98 m
28 bh 28 bh
8 bh 8 bh
0.395 kg/m 0.395 kg/m
39 Ljr 30 Ljr
10.84 kg 10.84 kg
158 Ljr
10629.32 kg
15 Ljr 4 Ljr
31.51 kg 0.98 kg
Begel
25
0.008 0.008
Balok 25/30
-
3 Ø16
-
0.1 0.1
30
Ø10 - 100 2 Ø12
Total Keseluruhan
5 Ø16 25
5 Ø16 Ø10 - 100 45
Balok 25/45
2 Ø12 3 Ø16 25
Tul. Pokok 0.016 0.016
-
0.43 m 0.22 m
16 bh 1 bh
8 bh 8 bh
4.58 kg/m 4.58 kg/m
5 Ø16
Balok 25/45
45
Ø10 - 100 2 Ø12
3 Ø16
3 Ø16
45
Ø10 - 100
Begel 0.01 0.01
25
2 Ø12
-
0.1 0.1
1.18 m 1.18 m
2 bh 48 bh
8 bh 8 bh
4.83 kg/m 4.83 kg/m
15 Ljr 11 Ljr
11.40 kg 273.57 kg
45 Ljr
317.4651 kg
5 Ø16 25
Total Keseluruhan
4 Ø16 Ø8 - 100 30
Tul. Pokok 0.016 0.016 0.016
2 Ø16
-
0.38 m 0.19 m 0.19 m
6 bh 6 bh 6 bh
12 bh 12 bh 12 bh
4.58 kg/m 4.58 kg/m 4.58 kg/m
66 Ljr 9 Ljr 9 Ljr
10.44 kg 5.22 kg 5.22 kg
0.98 m 0.98 m
85 bh 85 bh
12 bh 12 bh
0.395 kg/m 0.395 kg/m
54 Ljr 41 Ljr
32.90 kg 32.90 kg
179 Ljr
86.6918 kg
20
Balok 20/30
2 Ø16
Begel 0.008 0.008
30
Ø8 - 100
-
0.1 0.1
4 Ø16 20
2 Ø10
Total Keseluruhan
20
Ø8 - 100 2 Ø10 15
Balok ATAP 15/20
Tul. Pokok 0.01 0.01
-
44.00 m 22.00 m
30 bh 30 bh
34 bh 34 bh
4.58 kg/m 4.58 kg/m
15 Ljr 4 Ljr
6045.60 kg 3022.80 kg
1.18 m 1.18 m
29 bh 29 bh
34 bh 34 bh
4.83 kg/m 4.83 kg/m
15 Ljr 11 Ljr
165.28 kg 165.28 kg
2 Ø10
20
Ø8 - 100 2 Ø10 15
Begel 0.008 0.008
-
0.1 0.1
ATAP 15/20
2 Ø10
20
Ø8 - 100 2 Ø10 15
4 Ø16
Total Keseluruhan
45 Ljr
9398.9652 kg
30
Ø8 - 100
2 Ø16 20
-
197.25 m 98.63 m 98.63 m
5 bh 5 bh 5 bh
34 bh 34 bh 34 bh
4.58 kg/m 4.58 kg/m 4.58 kg/m
66 Ljr 9 Ljr 9 Ljr
4517.03 kg 2258.51 kg 2258.51 kg
0.98 m 0.98 m
5 bh 5 bh
34 bh 34 bh
0 kg/m 0 kg/m
54 Ljr 41 Ljr
0.00 kg 0.00 kg
179 Ljr
9034.05 kg
4 Ø16 Ø8 - 100 30
Balok ATAP 20/30
Tul. Pokok 0.01 0.01 0.01
2 Ø16
Begel 0.008 0.008
-
0.1 0.1
20
Total Keseluruhan
324.5866666667
18.9604083706
#REF!
#REF!
#REF!
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
6.9 16.15 16.15 8.5 8.5
83.6 69.35 100.32 100.32
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
6
0.222
52.8 45.6 55.44 55.44
72.3775 0
8 10 12 14 16 19 22 25 28 32
0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
6 8 10 12 14
0.222 0.395 0.617 0.888 1.12
0.24 0.24
120.6291666667 0 1.1 1.925
#REF!
16 19 22 25 28 32
1.58 2.23 2.98 3.85 4.83 6.31
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
6 8 10 12
0.222 0.395 0.617 0.888
14
1.12
16
1.58
#REF!
#REF!
#REF!
0.19 0.095 0.095 0
6.9416666667 6.9416666667
19 22
2.23 2.98
25 28 32
3.85 4.83 6.31
6 8 10 12
0.222 0.395 0.617 0.888
14
1.12
16 19 22
1.58 2.23 2.98
25 28 32
3.85 4.83 6.31
6 8 10 12
0.222 0.395 0.617 0.888
14
1.12
16 19 22
1.58 2.23 2.98
25 28 32
3.85 4.83 6.31
Jenis Plat
Ukuran Plat X
Diameter dan Jarak Tulangan
Gambar Tulangan
Y 75
138
60
Plat 3,5 x 4
Panjang Banyak Tulangan Plat
Berat Tulangan
Banyak Tulangan
Kebutuhan Tulangan
0.010 -
0.250
0.8 m
13 bh
0.617 kg/m
416 bh
Lonjor 361 Ljr
Berat 2669.39 kg/m
0.010 -
0.250 1.43 m
13 bh
0.617 kg/m
364 bh
564 Ljr
4175.09 kg/m
0.010 -
0.250 3.08 m
13 bh
0.617 kg/m
208 bh
694 Ljr
5138.57 kg/m
0.010 -
0.250 5.55 m
13 bh
0.617 kg/m
182 bh
1094 Ljr
8102.01 kg/m
0.010 -
0.250
3m
13 bh
0.617 kg/m
208 bh
676 Ljr
5005.10 kg/m
0.010 -
0.250
5.5 m
13 bh
0.617 kg/m
182 bh
1084 Ljr
8029.02 kg/m
### Ljr
33119.190 kg/m
60 150
3.5
4 110
110 275
300
550
Total Keselurahan
69
0.010 -
0.250
0.7 m
7 bh
0.617 kg/m
196 bh
80 Ljr
592.57 kg/m
75
0.010 -
0.250
0.8 m
7 bh
0.617 kg/m
112 bh
52 Ljr
386.98 kg/m
0.010 -
0.250 2.74 m
7 bh
0.617 kg/m
98 bh
157 Ljr
1159.74 kg/m
0.010 -
0.250 3.08 m
7 bh
0.617 kg/m
56 bh
101 Ljr
744.94 kg/m
0.010 -
0.250 2.75 m
7 bh
0.617 kg/m
98 bh
157 Ljr
1163.97 kg/m
55
Plat2 x 3,5
2
55 138
3.5 60
60 150
275
Plat2 x 3,5
2
3.5
275 0.010 -
0.250
3m
7 bh
0.617 kg/m
56 bh
98 Ljr
725.59 kg/m
### Ljr
4773.791 kg/m
300
Total Keselurahan
Plat 2 x 3,5
2
3.5
0.010 -
0.250
0.7 m
1 bh
0.617 kg/m
28 bh
2 Ljr
12.09 kg/m
0.010 -
0.250
0.8 m
1 bh
0.617 kg/m
16 bh
1 Ljr
7.90 kg/m
0.010 -
0.250 2.74 m
1 bh
0.617 kg/m
14 bh
3 Ljr
23.67 kg/m
0.010 -
0.250 3.08 m
1 bh
0.617 kg/m
8 bh
2 Ljr
15.20 kg/m
0.010 -
0.250 2.75 m
1 bh
0.617 kg/m
14 bh
3 Ljr
23.75 kg/m
0.010 -
0.250
1 bh
0.617 kg/m
8 bh
2 Ljr
14.81 kg/m
### Ljr
97.424 kg/m
3m
Total Keselurahan
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 360.533333 1.12 1.58 2.23 563.896667 2.98 3.85 4.83 694.026667 6.31 1094.275
676
1084.41667
80.0333333
52.2666667
156.636667
100.613333
157.208333
98
1.63333333
1.06666667
3.19666667
2.05333333
3.20833333
2
KEBUTUHAN BEKISTING GAMBAR
Panjang
Luas Lebar
Tebal
Volume
Jumlah batang
Jumlah
Volume Total
Sloof 15/20 K /3 2 m la /0 2 g tn is k e B
Klam 2/3 Bekisting 2/20
Papan 2/20 116 m
0.2 m
0.02 m Total
0.464 m3
2 bh
0.928 m3 0.928 m3
Regel 2/3 0.23 m 0.25 m
0.02 m 0.02 m
0.03 m 0.03 m Total
0.0001 m3 0.0002 m3
233 bh 233 bh
0.032 m3 0.035 m3 0.067 m3
2 3 023 20 2
Klam 2/3 Bekisting 2/20
15 25
1 5 5 2
20
Total Keseluruhan 50
0.995 m3
50
Sloof 15/40 Klam 2/3 Bekisting 2/20
Papan 2/20 2.667 m
0.2 m
0.043 m Total
0.023 m3
4 bh
0.092 m3 0.092 m3
Regel 2/3 0.43 m 0.25 m
0.02 m 0.02 m
0.03 m 0.03 m Total
0.0003 m3 0.0002 m3
6 bh 6 bh
0.0016 m3 0.00095 m3 0.00258 m3
20 43 40 20
15 25
Klam 2/3 Bekisting 2/20
20
Total Keseluruhan
40
0.094 m3
20
50
50
GAMBAR
Panjang
Luas Lebar
Tebal
Volume
Jumlah batang
Jumlah Kolom
Volume Total
Kolom Pendek (K1) 30/40 Lantai 1 30 Klam 5/7 Bekisting 2/20
Papan 2/20 1.3 m 1.3 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.005 m3 0.005 m3
4 bh 4 bh
18 18
0.374 m3 0.374 m3 0.749 m3
Regel 5/7 0.44 m 0.54 m
0.07 m 0.07 m
0.05 m 0.05 m Total
0.002 m3 0.002 m3
3 bh 3 bh
18 18
0.083 m3 0.102 m3 0.185 m3
20
50
54 40
130
20
50 14
20 44
Plat Poer
Total Keseluruhan
0.934 m3
Kolom Pendek (K2) 30/30 Lantai 1 Regel 5/7 Bekisting 2/20
14
Papan 2/20 1.3 m 1.3 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.005 m3 0.005 m3
4 bh 3 bh
16 16
0.333 m3 0.250 m3 0.582 m3
Regel 5/7 0.44 m 0.44 m
0.07 m 0.07 m
0.05 m 0.05 m Total
0.002 m3 0.002 m3
3 bh 3 bh
16 16
0.074 m3 0.074 m3 0.148 m3
50
44 34
130
20
10
30
50
20
44
Plat Poer
GAMBAR
Total Keseluruhan
Panjang
Luas Lebar
Tebal
Volume
0.730 m3
Jumlah batang
Jumlah Kolom
Volume Total
Kolom (K1) 30/40 Lantai 1 Papan 2/20 3.59 m 3.59 m
30 Klam 5/7 Bekisting 2/20
20
359
54 40
359
20
50
50 50
0.2 m 0.2 m
0.02 m 0.02 m Total
0.014 m3 0.014 m3
4 bh 4 bh
18 18
1.034 m3 1.034 m3 2.068 m3
30 Klam 5/7 Bekisting 2/20
20
359
54 40
359
20
50 14
50
20 44
50
Regel 5/7 0.44 m 0.54 m
0.07 m 0.07 m
50
0.05 m 0.05 m Total
0.002 m3 0.002 m3
7 bh 7 bh
18 18
Total Keseluruhan
0.194 m3 0.238 m3 0.432 m3 2.500 m3
Kolom (K2) 30/30 Lantai 1 Papan 2/20 3.59 m 3.59 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.014 m3 0.014 m3
4 bh 3 bh
16 16
0.919 m3 0.689 m3 1.608 m3
359 Regel 5/7 0.44 m 0.44 m 50
0.07 m 0.07 m
0.05 m 0.05 m Total
0.002 m3 0.002 m3
7 bh 7 bh
16 16
0.172 m3 0.172 m3 0.345 m3
Regel 5/7 Bekisting 2/20
14 44 34 20
10
30
20
44
50
Total Keseluruhan
GAMBAR
Panjang
Luas Lebar
Tebal
Volume
1.953 m3
Jumlah batang
Jumlah Kolom
Volume Total
Kolom (K1) 30/40 Lantai 2 30 Klam 5/7 Bekisting 2/20
Papan 2/20 3.5 m 3.5 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.014 m3 0.014 m3
4 bh 4 bh
18 18
1.008 m3 1.008 m3 2.016 m3
Regel 5/7 0.44 m 0.54 m
0.07 m 0.07 m
0.05 m 0.05 m Total
0.002 m3 0.002 m3
7 bh 7 bh
18 18
0.194 m3 0.238 m3 0.432 m3
20
359
54 40 20
50 14
20 44
50
359 50 50
Total Keseluruhan
2.448 m3
Kolom (K2) 30/30 Lantai 2 Regel 5/7 Bekisting 2/20
14
Papan 2/20 3.5 m 3.5 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.014 m3 0.014 m3
4 bh 3 bh
16 16
0.896 m3 0.672 m3 1.568 m3
Regel 5/7 0.44 m 0.44 m
0.07 m 0.07 m
0.05 m 0.05 m Total
0.002 m3 0.002 m3
7 bh 7 bh
16 16
0.172 m3 0.172 m3 0.345 m3
44 34 20
359 10
30
50
20
44
50
Total Keseluruhan
GAMBAR
Panjang
Luas Lebar
Tebal
Volume
1.913 m3
Jumlah batang
Jumlah
Volume Total
Balok 25/30 25
30
33 25
20
20 39 85
Papan 2/20 16.00 m 16.00 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.064 m3 0.064
1.25 bh 2 bh
0.080 m3 0.128 m3 0.208 m3
Regel 5/7 0.23 m 0.39 m
0.05 m 0.05 m
0.07 m 0.07 m Total
0.0008 m3 0.0014 m3
66 bh 33 bh
0.053 m3 0.045 m3 0.098 m3
Sekur 5/7 0.33 m
0.05 m
0.07 m Total
0.0012 m3
66 bh
0.076 m3 0.076 m3
0.05 m
0.07 m Total
0.0030 m3
33 bh
0.098 m3 0.098 m3
5
Balok penyangga 5/7 0.85 m
50
Balok 25/45
Total Keseluruhan Total Keseluruhan/2
0.481 m3 0.240 m3
25
15
45
43
38 20
20 39 85
5
Papan 2/20 68.00 m 68.00 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.272 m3 0.272
1.25 bh 4 bh
0.340 m3 1.088 m3 1.428 m3
Regel 5/7 0.38 m 0.39 m
0.05 m 0.05 m
0.07 m 0.07 m Total
0.0013 m3 0.0014 m3
274 bh 137 bh
0.364 m3 0.187 m3 0.551 m3
Sekur 5/7 0.43 m
0.05 m
0.07 m Total
0.0015 m3
274 bh
0.412 m3 0.412 m3
0.05 m
0.07 m Total
0.0030 m3
137 bh
0.408 m3 0.408 m3
Balok penyangga 5/7 0.85 m
Total Keseluruhan Total Keseluruhan/2
50
2.799 m3 1.400 m3
Balok 20/30 20
30
33 25
20
20 34 80
Papan 2/20 101.50 m 101.50 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.406 m3 0.406
1 bh 1 bh
0.406 m3 0.406 m3 0.812 m3
Regel 5/7 0.23 m 0.34 m
0.05 m 0.05 m
0.07 m 0.07 m Total
0.0008 m3 0.0012 m3
408 bh 204 bh
0.328 m3 0.243 m3 0.571 m3
Sekur 5/7 0.33 m
0.05 m
0.07 m Total
0.0012 m3
408 bh
0.471 m3 0.471 m3
0.05 m
0.07 m Total
0.0028 m3
204 bh
0.571 m3 0.571 m3
Balok penyangga 5/7 0.8 m
Total Keseluruhan Total Keseluruhan/2
50
GAMBAR
Luas
Volume
2.426 m3 1.213 m3 Jumlah batang
Jumlah
Volume Total
GAMBAR
Panjang
Lebar
Volume
Tebal
Jumlah batang
Jumlah
Volume Total
Plat Lantai Tebal 12 cm Papan 2/20 246.50 m2
80
0.02 m
4.930 m3
308.125 bh
Total Penyangga Vertikal 5/7 0.35 m 0.05 m
Sekur 5/7 0.35 m
35 50
PENYANGGA JARAK 1m
BALOK 5/7 PENGAKU 5/7
Balok penyangga 5/7 0.8 m
4.930 m3 4.930 m3
0.07 m Total
0.0012 m3
246.50 bh
0.302 m3 0.302 m3
0.05 m
0.07 m Total
0.0012 m3
493.00 bh
0.604 m3 0.604 m3
0.05 m
0.07 m Total
0.0028 m3
246.50 bh
0.690 m3 0.690 m3
Total Keseluruhan Total Keseluruhan/2
6.526 m3 3.263 m3
Kolom 20/30 Lantai 1 Papan 2/20 3.51 m 3.51 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.014 m3 0.014 m3
2 bh 4 bh
33 33
0.927 m3 1.853 m3 2.780 m3
Regel 5/7 0.44 m 0.34 m
0.07 m 0.07 m
0.05 m 0.05 m Total
0.002 m3 0.001 m3
14 bh 14 bh
33 33
0.711 m3 0.550 m3 1.261 m3
Total Keseluruhan
4.041 m3
Kolom 20/20 Lantai 1 0.2 m 0.2 m
0.02 m 0.02 m Total
0.014 m3 0.014 m3
2 bh 2 bh
20 20
0.562 m3 0.562 m3 1.123 m3
Regel 5/7 0.34 m
0.07 m
0.05 m Total
0.001 m3
28 bh
20
0.666 m3 0.666 m3
Total Keseluruhan
GAMBAR
Panjang
Lebar
Volume
Tebal
1.790 m3
Jumlah batang
Jumlah balok
Volume Total
Sloof 20/30 Papan 2/20 289.51 m
20
g
Papan 2/20 3.51 m 3.51 m
0.2 m
0.02 m
1.158 m3
3 bh
Total Regel 2/3 0.28 m 0.33 m
0.02 m 0.02 m
0.03 m 0.03 m Total
3.474 m3 3.474 m3
0.0002 m3 0.0002 m3
1160.04 bh 580.02 bh
Total Keseluruhan Total Keseluruhan/2
0.195 m3 0.115 m3 0.310 m3 3.784 m3 1.892 m3
Sloof 15/20 2 /20
Papan 2/20 138.26 m
0.2 m
0.02 m
0.553 m3
2 bh
1.106 m3
g
2 /20
Total Regel 2/3 0.23 m 0.23 m
0.07 m 0.07 m
0.05 m 0.05 m Total
1.106 m3
0.001 m3 0.001 m3
555.038 bh 277.519 bh
Total Keseluruhan Total Keseluruhan/2
0.447 m3 0.223 m3 0.670 m3 1.776 m3 0.888 m3
Balok B1 20/35 Papan 2/20 211.85 m 211.85 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.847 m3 0.847
2.5 bh 1 bh
2.119 m3 0.847 m3 2.966 m3
Regel 5/7 0.28 m 0.34 m
0.05 m 0.05 m
0.07 m 0.07 m Total
0.0010 m3 0.0012 m3
849.4 bh 424.7 bh
0.832 m3 0.505 m3 1.338 m3
Sekur 5/7 0.36 m
0.05 m
0.07 m Total
0.0013 m3
849.4 bh
1.070 m3 1.070 m3
0.05 m
0.07 m Total
0.0028 m3
424.7 bh
1.189 m3 1.189 m3
Balok penyangga 5/7 0.8 m
Total Keseluruhan Total Keseluruhan/2
6.563 m3 3.282 m3
Balok B2 20/40 Papan 2/20 36.00 m 36.00 m
0.2 m 0.2 m
Regel 5/7 0.33 m 0.34 m
0.05 m 0.05 m
0.02 m 0.02 m Total 0.07 m 0.07 m
0.144 m3 0.144
3 bh 1 bh
0.432 m3 0.144 m3 0.576 m3
0.0012 m3 0.0012 m3
146 bh 73 bh
0.169 m3 0.087 m3
Total Sekur 5/7 0.4 m Balok penyangga 5/7 0.8 m
0.256 m3
0.05 m
0.07 m Total
0.0014 m3
146 bh
0.204 m3 0.204 m3
0.05 m
0.07 m Total
0.0028 m3
73 bh
0.204 m3 0.204 m3
Total Keseluruhan Total Keseluruhan/2
1.240 m3 0.620 m3
Balok B3,B3' & B3" 20/50 Papan 2/20 113.25 m 113.25 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.453 m3 0.453
4 bh 1 bh
1.812 m3 0.453 m3 2.265 m3
Regel 5/7 0.43 m 0.34 m
0.05 m 0.05 m
0.07 m 0.07 m Total
0.0015 m3 0.0012 m3
455 bh 227.5 bh
0.685 m3 0.271 m3 0.956 m3
Sekur 5/7 0.47 m
0.05 m
0.07 m Total
0.0016 m3
455 bh
0.748 m3 0.748 m3
0.05 m
0.07 m Total
0.0028 m3
227.5 bh
0.637 m3 0.637 m3
Balok penyangga 5/7 0.8 m
Total Keseluruhan Total Keseluruhan/2
4.606 m3 2.303 m3
Balok B4 20/40 Papan 2/20 22.00 m 22.00 m
0.2 m 0.2 m
Regel 5/7 0.33 m 0.34 m
0.05 m 0.05 m
0.02 m 0.02 m Total 0.07 m 0.07 m
0.088 m3 0.088
3 bh 1 bh
0.264 m3 0.088 m3 0.352 m3
0.0012 m3 0.0012 m3
90 bh 45 bh
0.104 m3 0.054 m3
Total Sekur 5/7 0.4 m Balok penyangga 5/7 0.8 m
0.158 m3
0.05 m
0.07 m Total
0.0014 m3
45 bh
0.063 m3 0.063 m3
0.05 m
0.07 m Total
0.0028 m3
45 bh
0.126 m3 0.126 m3
Total Keseluruhan Total Keseluruhan/2
0.699 m3 0.349 m3
Balok B5 20/45 Papan 2/20 44.00 m 44.00 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.176 m3 0.176
3 bh 1 bh
0.528 m3 0.176 m3 0.704 m3
Regel 5/7 0.38 m 0.34 m
0.05 m 0.05 m
0.07 m 0.07 m Total
0.0013 m3 0.0012 m3
178 bh 89 bh
0.237 m3 0.106 m3 0.343 m3
Sekur 5/7 0.43 m
0.05 m
0.07 m Total
0.0015 m3
89 bh
0.134 m3 0.134 m3
0.05 m
0.07 m Total
0.0028 m3
89 bh
0.249 m3 0.249 m3
Balok penyangga 5/7 0.8 m
Total Keseluruhan Total Keseluruhan/2
1.430 m3 0.715 m3
Balok RB6 20/40 Papan 2/20 22.00 m 22.00 m
0.2 m 0.2 m
Regel 5/7 0.33 m 0.34 m
0.05 m 0.05 m
0.02 m 0.02 m Total 0.07 m 0.07 m
0.088 m3 0.088
3 bh 1 bh
0.264 m3 0.088 m3 0.352 m3
0.0012 m3 0.0012 m3
90 bh 45 bh
0.104 m3 0.054 m3
Total Sekur 5/7 0.4 m Balok penyangga 5/7 0.8 m
0.158 m3
0.05 m
0.07 m Total
0.0014 m3
45 bh
0.063 m3 0.063 m3
0.05 m
0.07 m Total
0.0028 m3
45 bh
0.126 m3 0.126 m3
Total Keseluruhan Total Keseluruhan/2
0.699 m3 0.349 m3
Balok RB1 20/35 Papan 2/20 197.25 m 197.25 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.789 m3 0.789
2.5 bh 1 bh
1.973 m3 0.789 m3 2.762 m3
Regel 5/7 0.28 m 0.34 m
0.05 m 0.05 m
0.07 m 0.07 m Total
0.0010 m3 0.0012 m3
791 bh 395.5 bh
0.775 m3 0.471 m3 1.246 m3
Sekur 5/7 0.36 m
0.05 m
0.07 m Total
0.0013 m3
791 bh
0.997 m3 0.997 m3
0.05 m
0.07 m Total
0.0028 m3
395.5 bh
1.107 m3 1.107 m3
Balok penyangga 5/7 0.8 m
Total Keseluruhan Total Keseluruhan/2
GAMBAR
Panjang
Luas Papan 2/20 Lebar
Tebal
Volume
6.111 m3 3.056 m3
Jumlah batang Jumlah plat
Volume Total
Plat Lantai Tebal 12 cm Papan 2/20 533.50 m2
0.02 m
10.670 m3
666.875 bh
10.670 m3
Total Penyangga Vertikal 5/7 0.35 m 0.05 m
Sekur 5/7 0.35 m Balok penyangga 5/7 0.8 m
10.670 m3
0.07 m Total
0.0012 m3
533.50 bh
0.654 m3 0.654 m3
0.05 m
0.07 m Total
0.0012 m3
1,067.00 bh
1.307 m3 1.307 m3
0.05 m
0.07 m Total
0.0028 m3
533.50 bh
1.494 m3 1.494 m3
Total Keseluruhan Total Keseluruhan/2 GAMBAR
Panjang
Luas Papan 2/20 Lebar
Volume
Tebal
14.124 m3 7.062 m3 Jumlah batang Jumlah plat
Volume Total
Plat Hall/Lobby Tebal 10 cm Papan 2/20 122.25 m2
0.02 m
2.445 m3
152.81725 bh
Total Penyangga Vertikal 5/7 0.35 m 0.05 m
Sekur 5/7 0.35 m Balok penyangga 5/7 0.8 m
2.445 m3
0.07 m Total
0.0012 m3
122.25 bh
0.150 m3 0.150 m3
0.05 m
0.07 m Total
0.0012 m3
244.51 bh
0.300 m3 0.300 m3
0.05 m
0.07 m Total
0.0028 m3
122.25 bh
0.342 m3 0.342 m3
Total Keseluruhan Total Keseluruhan/2 Plat Hall/Lobby Tebal 8 cm
2.445 m3
3.237 m3 1.618 m3
Papan 2/20 37.00 m2
0.02 m
0.740 m3
46.25 bh
Total Penyangga Vertikal 5/7 0.35 m 0.05 m
Sekur 5/7 0.35 m Balok penyangga 5/7 0.8 m
0.740 m3 0.740 m3
0.07 m Total
0.0012 m3
37.00 bh
0.045 m3 0.045 m3
0.05 m
0.07 m Total
0.0012 m3
74.00 bh
0.091 m3 0.091 m3
0.05 m
0.07 m Total
0.0028 m3
37.00 bh
0.104 m3 0.104 m3
Total Keseluruhan Total Keseluruhan/2
0.980 m3 0.490 m3
Plat Ramp Tebal 10 cm Papan 2/20 178.76 m2
0.02 m
3.575 m3
223.45 bh
Total Penyangga Vertikal 5/7 0.35 m 0.05 m
Sekur 5/7 0.35 m Balok penyangga 5/7 0.8 m
3.575 m3 3.575 m3
0.07 m Total
0.0012 m3
178.76 bh
0.219 m3 0.219 m3
0.05 m
0.07 m Total
0.0012 m3
357.52 bh
0.438 m3 0.438 m3
0.05 m
0.07 m Total
0.0028 m3
178.76 bh
0.501 m3 0.501 m3
Total Keseluruhan Total Keseluruhan/2
4.733 m3 2.366 m3
GAMBAR
Panjang
Luas Papan 2/20 Lebar
Volume
Tebal
Jumlah batang
Jumlah Pondasi
Volume Total
Poer Type A Papan 2/20 1.65 m 0.92 m 0.77 m 0.92 m
0.2 m 0.2 m 0.2 m 0.2 m
0.02 m 0.02 m 0.02 m 0.02 m Total
0.007 m3 0.004 m3 0.003 m3 0.004 m3
1 bh 2 bh 2 bh 1 bh
22 22 22 22
0.145 m3 0.162 m3 0.136 m3 0.081 m3 0.524 m3
Regel 2/3 1.65 m 1m 0.8 m 0.96 m
0.02 m 0.02 m 0.02 m 0.02 m
0.03 m 0.03 m 0.03 m 0.03 m Total
0.001 m3 0.001 m3 0.000 m3 0.001 m3
2 bh 4 bh 4 bh 2 bh
22 22 22 22
0.044 m3 0.053 m3 0.042 m3 0.025 m3 0.164 m3
Total Keseluruhan Total Keseluruhan/2 GAMBAR
Panjang
Luas Papan 2/20 Lebar
Volume
Tebal
0.688 m3 0.344 m3 Jumlah batang
Jumlah Pondasi
Volume Total
Poer Type B Papan 2/20 1.65 m 0.94 m
0.2 m 0.2 m
0.02 m 0.02 m
0.007 m3 0.004 m3
2 bh 2 bh
36 36
Total Regel 2/3 1.75 m 1m
0.02 m 0.02 m
0.03 m 0.03 m
Total
0.475 m3 0.271 m3
0.746 m3 0.001 m3 0.001 m3
4 bh 4 bh
36 36
0.151 m3 0.086 m3
0.238 m3
R
Total Keseluruhan Total Keseluruhan/2
0.984 m3 0.492 m3
Poer Type C Papan 2/20 0.90 m 0.94 m
0.2 m 0.2 m
0.02 m 0.02 m
0.004 m3 0.004 m3
2 bh 2 bh
2 2
Total
0.014 m3 0.015 m3
0.029 m3
Regel 2/3 1m 1m
GAMBAR
Panjang
0.02 m 0.02 m
Luas Papan 2/20 Lebar
0.03 m 0.03 m
0.001 m3 0.001 m3
4 bh 4 bh
2 2
0.005 m3 0.005 m3
Total
0.010 m3
Total Keseluruhan Total Keseluruhan/2
0.039 m3 0.020 m3
Tebal
Volume
Jumlah batang
Jumlah Kolom
Volume Total
Kolom Pendek 30/30 Papan 2/20 0.83 m 0.83 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.003 m3 0.003 m3
3 bh 4 bh
4 4
0.040 m3 0.053 m3 0.093 m3
Regel 5/7 0.44 m
0.07 m
0.05 m Total
0.002 m3
8 bh
4
0.049 m3 0.049 m3
Total Keseluruhan
0.142 m3
Kolom Pendek 20/30 Papan 2/20 0.83 m 0.83 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.003 m3 0.003 m3
2 bh 4 bh
33 33
0.219 m3 0.438 m3 0.657 m3
Regel 5/7 0.44 m 0.34 m
0.07 m 0.07 m
0.05 m 0.05 m Total
0.002 m3 0.001 m3
8 bh 8 bh
33 33
0.407 m3 0.314 m3 0.721 m3
R
Total Keseluruhan
1.378 m3
Kolom Pendek 20/20 Papan 2/20 0.83 m 0.83 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.003 m3 0.003 m3
2 bh 2 bh
20 20
0.133 m3 0.133 m3 0.266 m3
Regel 5/7 0.34 m
0.07 m
0.05 m Total
0.001 m3
8 bh
20
0.190 m3 0.190 m3
Total Keseluruhan
R
0.456 m3
Kolom 30/30 Lantai 2 Papan 2/20 3.82 m 3.82 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.015 m3 0.015 m3
3 bh 4 bh
4 4
0.183 m3 0.244 m3 0.428 m3
Regel 5/7 0.44 m
0.07 m
0.05 m Total
0.002 m3
32 bh
4
0.197 m3 0.197 m3
Total Keseluruhan
0.625 m3
Kolom 20/30 Lantai 2 Papan 2/20 3.82 m 3.82 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.015 m3 0.015 m3
2 bh 4 bh
33 33
1.008 m3 2.017 m3 3.025 m3
Regel 5/7 0.44 m 0.34 m
0.07 m 0.07 m
0.05 m 0.05 m Total
0.002 m3 0.001 m3
16 bh 16 bh
33 33
0.813 m3 0.628 m3 1.441 m3
Total Keseluruhan
4.467 m3
Kolom 20/20 Lantai 2 Papan 2/20 3.82 m 3.82 m
0.2 m 0.2 m
0.02 m 0.02 m Total
0.015 m3 0.015 m3
2 bh 2 bh
20 20
0.611 m3 0.611 m3 1.222 m3
Regel 5/7 0.34 m
0.07 m
0.05 m Total
0.001 m3
32 bh
20
0.762 m3 0.762 m3
Total Keseluruhan
1.984 m3
56.63 b3 b3' b3''
lt1 lt2
0.77924945 0.02649007 0.1214128 0.07284768
1
lt1 lt2
0.5 0.5
RENCANA ANGGARAN BIAYA PELAKSANA
Uraian Pekerjaan
Bahan/Tenaga
Pekerjaan Pondasi Galian Galian Tanah pekerja Tanah Pondasi Mandor Poor Bor Pondasi Strouss
pekerja Operator Mandor
Pondasi Straus Tulangan Ø 12 Ø8 Bendrat pekerja tukang besi kepala tukang besi Mandor Beton
Beton Ready Mix K225 Concrete Pump Vibrator Air bersih pekerja tukang batu kepala tukang batu Mandor
Poer Type A Pasir urug
Lantai kerja PC Pasir Pasang Batu pecah mesin 2/3 Air bersih pekerja tukang batu kepala tukang batu Mandor Ø 16 Ø 12
Volume
0.4 0.04
org/hr org/hr
144.84 m3
0.4 0.062 0.04
org/hr org/hr org/hr
462.40 m3
144.84
m3
462.40 462.40
m4 m3
kg
0.00 0.00 0.00
kg kg kg
0.007 0.007 0.007 0.0007
kg/hr kg/hr kg/hr kg/hr
0.00 0.00 0.00 0.00
kg kg kg kg
1.06 0.3 0.6 215
m³ unit unit ltr
6.51 6.51 6.51 6.51
2 0.35 0.035 1
org/hr org/hr org/hr org/hr
6.51 6.51 6.51 6.51
1.05
Pasir urug pekerja Mandor
Tulangan
Koef. Bahan/Tenaga persatuan pekerjaan
0.3 0.01 An. SNI ( Rev 0.2 0.026 215 1.2 0.2 0.02 0.06
org/hr org/hr
57.94 org 5.79 org 184.96 org 28.67 org 18.50 org
0.00 org 0.00 org 0.00 org 0.00 org 6.90 1.95 3.91 1399.65
m³
0.00
0.00 0.00
m³ m³
0.00 org 0.00 org
0.00 0.00 0.00 0.00
m³ unit unit ltr
13.02 org 2.28 org 0.23 org 6.51 org
0.00
sak m³ m³ ltr org/hr org/hr org/hr org/hr
Jumlah yang dibutuhkan
m³
0.00 m³ 0.00 m³ 0.00 m³ 0.00 m³
#VALUE! 0.00 0.00 0.00
sak m³ m³ ltr
m³ m³ m³ m³
0.84 0.14 0.01 0.04
org org org org
0.00 kg 106.08 kg
bendrat pekerja tukang besi kepala tukang besi Mandor Beton
Beton Ready Mix K225 Concrete Pump Vibrator pekerja tukang batu kepala tukang batu Mandor kepala tukang batu Mandor
0.015
kg
1.59
kg
0.007 0.007 0.0007 0.0003
org/hr org/hr org/hr org/hr
106.08 106.08 106.08 106.08
kg kg kg kg
m³ unit unit
31.71 31.71 31.71
1.06 0.3 0.6 2 0.35 0.035 1 0.035 1
0.74 0.74 0.07 0.03
org org org org
8.40 2.38 4.75
org/hr org/hr org/hr org/hr org/hr org/hr
31.71 m³ 31.71 m³ 31.71 m³ 31.71 m³ 31.71 m³ 31.71 m³
63.42 org 11.10 org 1.11 org 31.71 org 1.11 org 31.71 org
0.015
kg
54.57 kg 2900.90 kg 44.33 kg
0.007 0.007 0 0.0003
org/hr org/hr org/hr org/hr
2955.47 kg 2955.47 kg 2955.47 kg 2955.47 kg
20.69 20.69 0.00 0.89
org org org org
m³ unit unit
0.22 0.22 0.22
0.23 0.02 0.23
m³ unit unit
0.22 m³ 0.22 m³ 0.22 m³ 0.22 m³
0.43 org 0.08 org 0.01 org 0.22 org
Kolom Pendek Type 30 x 30 Tulangan
Ø 10 Ø8 bendrat pekerja tukang besi kepala tukang besi Mandor
Beton
Beton Ready Mix K225 Concrete Pump Vibrator pekerja tukang batu kepala tukang batu Mandor
Begisting
papan kayu 2/20 kelas III balok kayu 5/7 paku kayu segala ukuran minyak bekisting
pekerja tukang kayu kepala tukang kayu Mandor
Kolom Pendek
1.06 0.084 1.08 2 0.35 0.035 1
org/hr org/hr org/hr org/hr
0.15 0.05
kg ltr
0.52 0.26 0.026 0.026
org/hr org/hr org/hr org/hr
0.58 m3 0.15 m3 0.11 kg 0.0291 ltr
0.73 kg 0.73 kg 0.73 kg 0.73 kg
0.38 0.19 0.019 0.019
org org org org
Type 30 x 40 Tulangan
Ø 16 Ø8 bendrat pekerja tukang besi kepala tukang besi Mandor
Beton
Beton Ready Mix K225 Concrete Pump Vibrator pekerja tukang batu kepala tukang batu Mandor
Begisting
papan kayu 2/20 kelas III balok kayu 5/7 paku kayu segala ukuran minyak bekisting
pekerja tukang kayu kepala tukang kayu Mandor
0.015
kg
488.03 kg 68.82 kg 8.35 kg
0.007 0.007 0.0007 0.0003
org/hr org/hr org/hr org/hr
556.86 kg 556.86 kg 556.86 kg 556.86 kg
3.90 3.90 0.39 0.17
org org org org
m³ unit unit
1.37 1.37 1.37
1.45 0.11 1.48
m³ unit unit
org/hr org/hr org/hr org/hr
1.37 m³ 1.37 m³ 1.37 m³ 1.37 m³
2.74 org 0.48 org 0.05 org 1.37 org
0.15 0.05
kg ltr
0.75 m3 0.19 m3 0.14 kg 0.04 ltr
0.52 0.26 0.026 0.026
org/hr org/hr org/hr org/hr
0.93 kg 0.93 kg 0.93 kg 0.93 kg
1.06 0.084 1.08 2 0.35 0.035 1
0.49 0.24 0.024 0.024
org org org org
Sloof Type 15 x 20 Tulangan
Ø 12 Ø8 bendrat pekerja tukang besi kepala tukang besi Mandor
Beton
Beton Ready Mix K225 Concrete Pump Vibrator pekerja tukang batu kepala tukang batu Mandor
Begisting
papan kayu 2/20 kelas III
0.015
kg
1542.51 kg 640.40 kg 32.74 kg
0.007 0.007 0.0007 0.0003
org/hr org/hr org/hr org/hr
2182.91 kg 2182.91 kg 2182.91 kg 2182.91 kg
15.28 15.28 1.53 0.65
org org org org
m³ unit unit
17.37 17.37 17.37
18.41 1.46 18.76
m³ unit unit
17.37 m³ 17.37 m³ 17.37 m³ 17.37 m³
34.74 org 6.08 org 0.61 org 17.37 org
1.06 0.084 1.08 2 0.35 0.035 1
org/hr org/hr org/hr org/hr
0.93 m3
balok kayu 5/7 paku kayu segala ukuran minyak bekisting
pekerja tukang kayu kepala tukang kayu Mandor
0.15 0.05
kg ltr
0.07 m3 0.15 kg 0.05 ltr
0.52 0.26 0.026 0.026
org/hr org/hr org/hr org/hr
1.00 kg 1.00 kg 1.00 kg 1.00 kg
0.52 0.26 0.026 0.026
org org org org
Sloof Type 15 x 40 Tulangan
Ø 12 Ø8 bendrat pekerja tukang besi kepala tukang besi Mandor
Beton
Beton Ready Mix K225 Concrete Pump Vibrator pekerja tukang batu kepala tukang batu Mandor
Begisting
papan kayu 2/20 kelas III balok kayu 5/7 paku kayu segala ukuran minyak bekisting
pekerja tukang kayu kepala tukang kayu Mandor
0.015
kg
491.10 kg 210.26 kg 10.52 kg
0.007 0.007 0.0007 0.0003
org/hr org/hr org/hr org/hr
701.36 kg 701.36 kg 701.36 kg 701.36 kg
4.91 4.91 0.49 0.21
org org org org
m³ unit unit
4.15 4.15 4.15
4.40 0.35 4.48
m³ unit unit
org/hr org/hr org/hr org/hr
4.15 m³ 4.15 m³ 4.15 m³ 4.15 m³
8.30 org 1.45 org 0.15 org 4.15 org
0.15 0.05
kg ltr
0.09 m3 0.00 m3 0.01 kg 0.00 ltr
0.52 0.26 0.026 0.026
org/hr org/hr org/hr org/hr
0.09 kg 0.09 kg 0.09 kg 0.09 kg
1.06 0.084 1.08 2 0.35 0.035 1
0.05 0.02 0.002 0.002
org org org org
1.82 1.82
org org
Kolom Lantai 1 Type 30 x 40 Tulangan
Ø 16 Ø8 bendrat
0.015
kg
222.46 kg 37.54 kg 3.90 kg
pekerja tukang besi
0.007 0.007
org/hr org/hr
260.00 kg 260.00 kg
kepala tukang besi Mandor Beton
Beton Ready Mix K225 Concrete Pump Vibrator pekerja tukang batu kepala tukang batu Mandor
Begisting
papan kayu 2/20 kelas III balok kayu 5/7 paku kayu segala ukuran minyak bekisting
pekerja tukang kayu kepala tukang kayu Mandor
0.0007 0.0003 1.06 0.084 1.08 2 0.35 0.035 1
org/hr org/hr
260.00 kg 260.00 kg
0.18 0.08
org org
m³ unit unit
1.37 1.37 1.37
1.45 0.11 1.48
m³ unit unit
1.37 m³ 1.37 m³ 1.37 m³ 1.37 m³
2.74 org 0.48 org 0.05 org 1.37 org
org/hr org/hr org/hr org/hr
0.15 0.05
kg ltr
0.52 0.26 0.026 0.026
org/hr org/hr org/hr org/hr
2.07 m3 0.43 m3 0.38 kg 0.1034 ltr
2.50 kg 2.50 kg 2.50 kg 2.50 kg
1.30 0.65 0.065 0.065
org org org org
Kolom Lantai 1 Type 30 x 30 Tulangan
Ø 16 Ø8 bendrat pekerja tukang besi kepala tukang besi Mandor
Beton
Beton Ready Mix K225 Concrete Pump Vibrator pekerja tukang batu kepala tukang batu Mandor
Begisting
papan kayu 2/20 kelas III balok kayu 5/7 paku kayu segala ukuran minyak bekisting
pekerja tukang kayu kepala tukang kayu
0.015
kg
1376.50 kg 309.71 kg 25.29 kg
0.007 0.007 0.0007 0.0003
org/hr org/hr org/hr org/hr
1686.21 kg 1686.21 kg 1686.21 kg 1686.21 kg
11.80 11.80 1.18 0.51
org org org org
m³ unit unit
8.66 8.66 8.66
9.18 0.73 9.36
m³ unit unit
1.06 0.084 1.08 2 0.35 0.035 1
org/hr org/hr org/hr org/hr
8.66 m³ 8.66 m³ 8.66 m³ 8.66 m³
0.15 0.05
kg ltr
1.61 m3 0.34 m3 0.29 kg 0.08 ltr
0.52 0.26 0.026
org/hr org/hr org/hr
1.95 kg 1.95 kg 1.95 kg
17.33 org 3.03 org 0.30 org 8.66 org
1.02 0.51 0.051
org org org
Mandor
0.026
org/hr
1.95 kg
0.051
org
Balok B1 Elv. 3,80 Type 25 x 30 Tulangan
Ø 16 Ø8 bendrat pekerja tukang besi kepala tukang besi Mandor
Beton
Beton Ready Mix K225 Concrete Pump Vibrator pekerja tukang batu kepala tukang batu Mandor
Begisting
papan kayu 2/20 kelas III balok kayu 5/7 paku kayu segala ukuran minyak bekisting
pekerja tukang kayu kepala tukang kayu Mandor
0.015
kg
1316.14 kg 376.20 kg 25.39 kg
0.007 0.007 0.0007 0.0003
org/hr org/hr org/hr org/hr
1692.34 kg 1692.34 kg 1692.34 kg 1692.34 kg
11.85 11.85 1.18 0.51
org org org org
m³ unit unit
7.45 7.45 7.45
7.90 0.63 8.05
m³ unit unit
1.06 0.084 1.08 2 0.35 0.035 1
org/hr org/hr org/hr org/hr
7.45 m³ 7.45 m³ 7.45 m³ 7.45 m³
0.15 0.05
kg ltr
0.21 m3 0.10 m3 0.05 kg 0.01 ltr
0.52 0.26 0.026 0.026
org/hr org/hr org/hr org/hr
0.31 kg 0.31 kg 0.31 kg 0.31 kg
14.90 org 2.61 org 0.26 org 7.45 org
0.16 0.08 0.008 0.008
org org org org
Balok B2 Elv. 3,80 Type 25 x 45 Tulangan
Ø 16 Ø 12 Ø8 bendrat pekerja tukang besi kepala tukang besi Mandor
Beton
Beton Ready Mix K225 Concrete Pump Vibrator
0.015
kg
398.16 kg 56.88 kg 89.59 kg 8.17 kg
0.007 0.007 0.0007 0.0003
org/hr org/hr org/hr org/hr
544.63 kg 544.63 kg 544.63 kg 544.63 kg
3.81 3.81 0.38 0.16
org org org org
m³ unit unit
2.02 2.02 2.02
2.14 0.17 2.18
m³ unit unit
1.06 0.084 1.08
pekerja tukang batu kepala tukang batu Mandor Begisting
papan kayu 2/20 kelas III balok kayu 5/7 paku kayu segala ukuran minyak bekisting
pekerja tukang kayu kepala tukang kayu Mandor
2 0.35 0.035 1
org/hr org/hr org/hr org/hr
2.02 m³ 2.02 m³ 2.02 m³ 2.02 m³
0.15 0.05
kg ltr
1.43 m3 0.55 m3 0.30 kg 0.07 ltr
0.52 0.26 0.026 0.026
org/hr org/hr org/hr org/hr
1.98 kg 1.98 kg 1.98 kg 1.98 kg
4.03 org 0.71 org 0.07 org 2.02 org
1.03 0.51 0.051 0.051
org org org org
Balok B3 Elv. 3,80 Type 20 x 30 Tulangan
Ø 16 Ø 12 Ø8 bendrat pekerja tukang besi kepala tukang besi Mandor
Beton
Beton Ready Mix K225 Concrete Pump Vibrator pekerja tukang batu kepala tukang batu Mandor
Begisting
papan kayu 2/20 kelas III balok kayu 5/7 paku kayu segala ukuran minyak bekisting
pekerja tukang kayu kepala tukang kayu Mandor
Plat Lantai Elevasi 3.80 Type tebal 12 cm
0.015
kg
976.05 kg 156.73 kg 260.28 kg 20.90 kg
0.007 0.007 0.0007 0.0003
org/hr org/hr org/hr org/hr
1393.06 kg 1393.06 kg 1393.06 kg 1393.06 kg
9.75 9.75 0.98 0.42
org org org org
m³ unit unit
6.71 6.71 6.71
7.11 0.56 7.24
m³ unit unit
1.06 0.084 1.08 2 0.35 0.035 1
org/hr org/hr org/hr org/hr
6.71 m³ 6.71 m³ 6.71 m³ 6.71 m³
0.15 0.05
kg ltr
0.81 m3 0.57 m3 0.21 kg 0.04 ltr
0.52 0.26 0.026 0.026
org/hr org/hr org/hr org/hr
1.38 kg 1.38 kg 1.38 kg 1.38 kg
13.41 org 2.35 org 0.23 org 6.71 org
0.72 0.36 0.036 0.036
org org org org
Tulangan
Ø 10 bendrat pekerja tukang besi kepala tukang besi Mandor
Beton
Beton Ready Mix K225 Concrete Pump Vibrator pekerja tukang batu kepala tukang batu Mandor
Begisting
papan kayu 2/20 kelas III balok kayu 5/7 paku kayu segala ukuran minyak bekisting
pekerja tukang kayu kepala tukang kayu Mandor
0.015
kg
4856.60 kg 72.85 kg
0.007 0.007 0.0007 0.0003
org/hr org/hr org/hr org/hr
4856.60 kg 4856.60 kg 4856.60 kg 4856.60 kg
34.00 34.00 3.40 1.46
org org org org
m³ unit unit
60.06 60.06 60.06
63.66 5.05 64.86
m³ unit unit
1.06 0.084 1.08 2 0.35 0.035 1
org/hr org/hr org/hr org/hr
60.06 m³ 60.06 m³ 60.06 m³ 60.06 m³
0.15 0.05
kg ltr
4.93 m3 0.30 m3 0.78 kg 0.25 ltr
0.52 0.26 0.026 0.026
org/hr org/hr org/hr org/hr
5.23 kg 5.23 kg 5.23 kg 5.23 kg
120.12 org 21.02 org 2.10 org 60.06 org
2.72 1.36 0.136 0.136
org org org org
Kolom Lantai 2 Type 30 x 40 Tulangan
Ø 16 Ø8 bendrat pekerja tukang besi kepala tukang besi Mandor
Beton
Beton Ready Mix K225 Concrete Pump Vibrator pekerja tukang batu kepala tukang batu Mandor
Begisting
papan kayu 2/20 kelas III balok kayu 5/7 paku kayu segala ukuran minyak bekisting
0.015
kg
184.54 kg 35.22 kg 3.30 kg
0.007 0.007 0.0007 0.0003
org/hr org/hr org/hr org/hr
219.77 kg 219.77 kg 219.77 kg 219.77 kg
1.54 1.54 0.15 0.07
org org org org
m³ unit unit
1.37 1.37 1.37
1.45 0.11 1.48
m³ unit unit
1.37 m³ 1.37 m³ 1.37 m³ 1.37 m³
2.74 org 0.48 org 0.05 org 1.37 org
1.06 0.084 1.08 2 0.35 0.035 1
0.15 0.05
org/hr org/hr org/hr org/hr
kg ltr
2.02 m3 0.43 m3 0.37 kg 0.1008 ltr
pekerja tukang kayu kepala tukang kayu Mandor
0.52 0.26 0.026 0.026
org/hr org/hr org/hr org/hr
2.45 kg 2.45 kg 2.45 kg 2.45 kg
1.27 0.64 0.064 0.064
org org org org
Kolom Lantai 2 Type 30 x 30 Tulangan
Ø 16 Ø8 bendrat pekerja tukang besi kepala tukang besi Mandor
Beton
Beton Ready Mix K225 Concrete Pump Vibrator pekerja tukang batu kepala tukang batu Mandor
Begisting
papan kayu 2/20 kelas III balok kayu 5/7 paku kayu segala ukuran minyak bekisting
pekerja tukang kayu kepala tukang kayu Mandor
0.015
kg
1188.79 kg 290.59 kg 22.19 kg
0.007 0.007 0.0007 0.0003
org/hr org/hr org/hr org/hr
1479.39 kg 1479.39 kg 1479.39 kg 1479.39 kg
10.36 10.36 1.04 0.44
org org org org
m³ unit unit
8.89 8.89 8.89
9.43 0.75 9.60
m³ unit unit
1.06 0.084 1.08 2 0.35 0.035 1
org/hr org/hr org/hr org/hr
8.89 m³ 8.89 m³ 8.89 m³ 8.89 m³
0.15 0.05
kg ltr
1.57 m3 0.34 m3 0.29 kg 0.08 ltr
0.52 0.26 0.026 0.026
org/hr org/hr org/hr org/hr
1.91 kg 1.91 kg 1.91 kg 1.91 kg
Atap KK1 WF 200.100.5,5,8 J1 (WF 250.125.6.9) Pek. Plat Plendes t 8 mm Penutup atap policarbonat + rangka pipa GIP dia 2" Gording Canal C. 150.65.20.3.2 Baut segala ukuran
6301.68
kg 1328.88 kg 69.98 kg 25.74 m2
0.25
kg
565.90 kg 7656.31 kg
17.78 org 3.11 org 0.31 org 8.89 org
0.99 0.50 0.050 0.050
org org org org
Pek. Angkur Ø 16 mm L = 40 cm pekerja tukang besi kepala tukang besi Mandor
0.06 0.06 0.006 0.0003
org/hr org/hr org/hr org/hr
72.00
kg
8196.47 8196.47 8196.47 8196.47
m² m² m² m²
491.79 491.79 49.18 2.46
org org org org
BIAYA PELAKSANA
Koef. Pembagi
Bahan / Tenaga
Harga Per Satuan
Jumlah Harga
58.0 6.0
org org
Rp42,500 Rp0
Rp2,465,000 Rp0
185.0 29.0 18.0
org org org
Rp42,500 Rp50,000 Rp0
Rp7,862,500 Rp1,450,000 Rp0 Rp11,777,500
0.0 0.0 0.0
Ljr Ljr kg
Rp3,250 Rp3,250 Rp21,500
Rp0 Rp0 Rp0
31.0 31.0 4.0 2.0
org org org org
Rp0 Rp32,500 Rp42,500 Rp47,500
Rp0 Rp1,007,500 Rp170,000 Rp95,000
7.0 15.0 4.0 1400.0
m³ unit unit ltr
Rp240,850 Rp67,500 Rp135,000 Rp3,000
Rp1,685,950 Rp1,012,500 Rp540,000 Rp4,200,000
Rp32,500 Rp42,500 Rp47,500
Rp3,087,500 Rp722,500 Rp0 Rp0 Rp12,520,950
95.0 org 17.0 org 0.0 org 48.0 org
0.0
m³
Rp0
Rp0
10.0 1.0
org org
Rp0 Rp32,500
Rp0 Rp32,500
1.0 1.0 1.0 400.0
sak m³ m³ ltr
Rp0 Rp62,500 Rp91,800
Rp0 Rp62,500 Rp91,800
3.0 1.0 1.0 1.0
org org org org
Rp0 Rp32,500 Rp42,500 Rp47,500
Rp0 Rp32,500 Rp42,500 Rp47,500
0.0 39.0
Ljr Ljr
Rp16,000 Rp16,000
Rp0 Rp1,697,280
Rp2,958,450 Rp21,070,950
Rp32,500 Rp214,300 Rp3,191,050 Rp3,632,500 #REF!
39.5
kg
Rp21,500
Rp849,250
10.0 10.0 1.0 1.0
org org org org
Rp0 Rp32,500 Rp42,500 Rp47,500
Rp0 Rp325,000 Rp42,500 Rp47,500
Rp240,850 Rp67,500 Rp135,000
Rp1,926,800 Rp168,750 Rp675,000
Rp32,500 Rp42,500 Rp47,500 Rp50,000 Rp47,500 Rp50,000
Rp1,007,500 Rp255,000 Rp47,500 Rp800,000 Rp47,500 Rp800,000
8.0 2.5 5.0 31.0 6.0 1.0 16.0 1.0 16.0
org org org org org org
Rp8,998,880
5.0 2.0 44.3
kg kg kg
Rp16,000 Rp16,000 Rp21,500
Rp873,171 Rp46,414,368 Rp953,139
21 21 1 1
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp672,370 Rp879,253 Rp47,500 Rp50,000
0.50 1 1
m³ unit unit
Rp240,850 Rp67,500 Rp135,000
Rp120,425 Rp67,500 Rp135,000
1 1 1 1
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp32,500 Rp42,500 Rp47,500 Rp50,000
0.58 0.05 0.02 0.0046
m³ m³ m³ ltr
Rp1,362,000 Rp1,362,000 Rp18,500 Rp17,000
Rp793,229 Rp67,119 Rp395 Rp79
1.00 1.00 1.00 1.00
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp32,500 Rp42,500 Rp47,500 Rp50,000 Rp51,418,548 BELUM
26.0 15.0 8.4
kg kg kg
Rp16,000 Rp16,000 Rp21,500
Rp7,808,486 Rp1,101,197 Rp179,586
4 4 1 1
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp130,000 Rp170,000 Rp47,500 Rp50,000
1.50 1 2
m³ unit unit
Rp240,850 Rp67,500 Rp135,000
Rp361,275 Rp67,500 Rp270,000
3 1 1 2
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp88,920 Rp42,500 Rp47,500 Rp100,000
0.75 0.72 0.21 0.03
m³ m³ m³ ltr
Rp1,362,000 Rp1,362,000 Rp18,500 Rp17,000
1.00 1.00 1.00 1.00
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp1,019,866 SUDAH KET. BELUM Rp981,621 Rp3,824 Rp559
Rp32,500 Rp42,500 Rp47,500 Rp50,000 Rp12,642,833
145.0 136.0 32.7
kg kg kg
Rp16,000 Rp16,000 Rp21,500
Rp24,680,148 Rp10,246,338 Rp703,987
15 15 2 1
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp496,611 Rp649,414 Rp95,000 Rp50,000
18.50 2 19
m³ unit unit
Rp240,850 Rp67,500 Rp135,000
Rp4,455,725 Rp135,000 Rp2,565,000
35 6 1 18
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp1,129,089 Rp255,000 Rp47,500 Rp900,000
0.93
m³
Rp1,362,000
Rp1,263,936
0.31 0.57 0.17
m³ m³ ltr
Rp1,362,000 Rp18,500 Rp17,000
Rp421,853 Rp10,500 Rp2,953
2.00 1.00 1.00 1.00
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp65,000 Rp42,500 Rp47,500 Rp50,000 Rp48,313,055
47.0 46.0 10.5
kg kg kg
Rp16,000 Rp16,000 Rp21,500
Rp7,857,564 Rp3,364,130 Rp226,187
5 5 1 1
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp159,558 Rp208,653 Rp47,500 Rp50,000
4.50 1 4
m³ unit unit
Rp240,850 Rp67,500 Rp135,000
Rp1,083,825 Rp67,500 Rp540,000
8 2 1 4
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp269,606 Rp85,000 Rp47,500 Rp207,389
0.09 0.67 0.27 0.06
m³ m³ m³ ltr
Rp1,362,000 Rp1,362,000 Rp18,500 Rp17,000
Rp124,941 Rp912,824 Rp4,929 Rp940
1.00 1.00 1.00 1.00
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp49,889,801 Rp495,425 Rp1,033,322
Rp15,430,547
12.0 8.0 3.9
kg kg kg
Rp16,000 Rp16,000 Rp21,500
Rp3,559,424 Rp600,653 Rp83,852
2 2
org org
Rp32,500 Rp42,500
Rp59,151 Rp77,351
Rp9,486,769 Rp977,695 Rp2,178,369
1 1
org org
Rp47,500 Rp50,000
Rp47,500 Rp50,000
1.50 1 2
m³ unit unit
Rp240,850 Rp67,500 Rp135,000
Rp361,275 Rp67,500 Rp270,000
3 1 1 2
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp97,500 Rp42,500 Rp47,500 Rp100,000
2.07 0.17 0.08 0.0197
m³ m³ m³ ltr
Rp1,362,000 Rp1,362,000 Rp18,500 Rp17,000
Rp2,816,398 Rp234,918 Rp1,570 Rp334
1.00 1.00 1.00 1.00
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp32,500 Rp42,500 Rp47,500 Rp50,000 Rp8,689,925
73.0 66.0 25.3
kg kg kg
Rp16,000 Rp16,000 Rp21,500
Rp22,023,936 Rp4,955,386 Rp543,802
12 12 2 1
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp390,000 Rp510,000 Rp95,000 Rp50,000
9.50 1 10
m³ unit unit
Rp240,850 Rp67,500 Rp135,000
Rp2,288,075 Rp67,500 Rp1,350,000
18 4 1 9
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp585,000 Rp170,000 Rp47,500 Rp450,000
1.61 1.26 0.61 0.14
m³ m³ m³ ltr
Rp1,362,000 Rp1,362,000 Rp18,500 Rp17,000
Rp2,190,532 Rp1,717,836 Rp11,214 Rp2,363
3.00 2.00 1.00
org org org
Rp32,500 Rp42,500 Rp47,500
Rp97,500 Rp85,000 Rp47,500
#REF!
1.00
org
Rp50,000
Rp50,000 Rp37,728,144
70.0 81.0 25.4
kg kg kg
Rp16,000 Rp16,000 Rp21,500
Rp21,058,240 Rp6,019,147 Rp545,779
12 12 2 1
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp390,000 Rp510,000 Rp95,000 Rp50,000
8.00 1 8
m³ unit unit
Rp240,850 Rp67,500 Rp135,000
Rp1,926,800 Rp67,500 Rp1,080,000
15 3 1 8
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp484,380 Rp127,500 Rp47,500 Rp400,000
0.21 2.87 0.79 0.12
m³ m³ m³ ltr
Rp1,362,000 Rp1,362,000 Rp18,500 Rp17,000
Rp283,296 Rp3,915,296 Rp14,554 Rp2,015
3.00 2.00 1.00 1.00
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp97,500 Rp85,000 Rp47,500 Rp50,000 Rp37,297,007
21.0 6.0 20.0 8.2
kg kg kg kg
Rp16,000 Rp16,000 Rp16,000 Rp21,500
Rp6,370,560 Rp910,080 Rp1,433,376 Rp175,642
4 4 1 1
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp130,000 Rp170,000 Rp47,500 Rp50,000
2.50 1 2
m³ unit unit
Rp240,850 Rp67,500 Rp135,000
Rp602,125 Rp67,500 Rp270,000
Rp11,913,593 Rp2,300,820 Rp1,216,134
4 1 1 2
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp131,040 Rp42,500 Rp47,500 Rp100,000
1.43 0.66 0.19 0.03
m³ m³ m³ ltr
Rp1,362,000 Rp1,362,000 Rp18,500 Rp17,000
Rp1,944,936 Rp904,777 Rp3,442 Rp490
1.00 1.00 1.00 1.00
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp32,500 Rp42,500 Rp47,500 Rp50,000 Rp13,573,967
55.0 16.0 56.0 20.9
kg kg kg kg
Rp16,000 Rp16,000 Rp16,000 Rp21,500
Rp15,616,720 Rp2,507,712 Rp4,164,459 Rp449,260
10 10 1 1
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp325,000 Rp425,000 Rp47,500 Rp50,000
7.50 1 8
m³ unit unit
Rp240,850 Rp67,500 Rp135,000
Rp1,806,375 Rp67,500 Rp1,080,000
14 3 1 7
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp455,000 Rp127,500 Rp47,500 Rp350,000
0.81 1.82 0.54 0.09
m³ m³ m³ ltr
Rp1,362,000 Rp1,362,000 Rp18,500 Rp17,000
Rp1,105,944 Rp2,484,565 Rp9,960 Rp1,500
2.00 1.00 1.00 1.00
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp65,000 Rp42,500 Rp47,500 Rp50,000 Rp31,326,496
Rp4,477,931 Rp986,275 Rp3,225,720
662.00 72.8
kg kg
Rp16,000 Rp21,500
Rp77,705,671 Rp1,566,255
387 387 39 17
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp12,577,500 Rp16,447,500 Rp1,852,500 Rp850,000
64.00 6 65
m³ unit unit
Rp240,850 Rp67,500 Rp135,000
Rp15,414,400 Rp405,000 Rp8,775,000
79 14 2 40
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp2,567,500 Rp595,000 Rp95,000 Rp2,000,000
4.93 3.45 2.12 0.53
m³ m³ m³ ltr
Rp1,362,000 Rp1,362,000 Rp18,500 Rp17,000
Rp6,714,660 Rp4,704,910 Rp39,195 Rp9,070
8.00 4.00 1.00 1.00
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp260,000 Rp170,000 Rp47,500 Rp50,000 Rp152,846,661
10.0 8.0 3.3
kg kg kg
Rp16,000 Rp16,000 Rp21,500
Rp2,952,704 Rp563,575 Rp70,875
2 2 1 1
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp49,997 Rp65,381 Rp47,500 Rp50,000
1.50 1 2
m³ unit unit
Rp240,850 Rp67,500 Rp135,000
Rp361,275 Rp67,500 Rp270,000
3 1 1 2
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp97,500 Rp42,500 Rp47,500 Rp100,000
2.02 0.20 0.09 0.0214
m³ m³ m³ ltr
Rp1,362,000 Rp1,362,000 Rp18,500 Rp17,000
Rp2,745,792 Rp268,477 Rp1,734 Rp364
1.00 1.00 1.00 1.00
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp32,500 Rp42,500 Rp47,500 Rp50,000 Rp7,975,175
63.00 62.00 22.2
kg kg kg
Rp16,000 Rp16,000 Rp21,500
Rp19,020,672 Rp4,649,498 Rp477,102
11 11 2 1
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp357,500 Rp467,500 Rp95,000 Rp50,000
9.50 1 10
m³ unit unit
Rp240,850 Rp67,500 Rp135,000
Rp2,288,075 Rp67,500 Rp1,350,000
18 4 1 9
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp585,000 Rp170,000 Rp47,500 Rp450,000
1.57 1.44 0.67 0.15
m³ m³ m³ ltr
Rp1,362,000 Rp1,362,000 Rp18,500 Rp17,000
Rp2,135,616 Rp1,963,241 Rp12,396 Rp2,572
3.00 2.00 1.00 1.00
org org org org
Rp32,500 Rp42,500 Rp47,500 Rp50,000
Rp97,500 Rp85,000 Rp47,500 Rp50,000 Rp34,469,171
6301.7 1328.9 70.0
kg kg kg
Rp17,500 Rp17,500 Rp17,500
110,279,484 23,255,484 1,224,720
25.7
m2
Rp450,000
11,583,000
565.9 1914.1
kg kg
Rp17,500 Rp19,400
9,903,214 37,133,102
72.0
kg
Rp16,000
1,152,000
492.0 492.0 50.0 3.0
org org org org
Rp40,000 Rp50,000 Rp55,000 Rp60,000
19,680,000 24,600,000 2,750,000 180,000
241,741,004
Rp110,999,426 Rp29,851,900 Rp11,995,335
Rp3,800,032 Rp986,275 Rp3,188,867
Rp25,117,271 Rp4,958,075 Rp4,393,824
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
#REF!
Perhitungan Kebutuhan Tulangan Jenis Pekerjaan
Gambar
Gambar Tulangan
Diameter Ø
Panjang Batang
Jarak
Tul. Pokok 0.012
Beugel 0.008
7.16 m
-
0.15
Pondasi Straus Ø 30 cm
Jumlah batang
8 bh
6.69 m
Jumlah Pondasi
68
68
Tul. Pokok 0.012 0.012
-
0.20 0.20
2.16 m 1.52 m
3 bh 3 bh
68 68
0.012 0.012
-
0.20 0.20
1.26 m 0.62 m
7 bh 7 bh
68 68
142
142
Total Keseluruhan
Poer Type B 32
52 32
Total Keseluruhan
25
25
7
Tul. Pokok 0.016
2.35 m
6 bh
16
1.10 m
12 bh
16
Begel -
0.1
200
0.01 KoLom Pendek 30/30
-
Total Keseluruhan
30
20
30
Tul. Pokok 0.016
7
-
2.35 m
6 bh
18
1.26 m
12 bh
18
Begel -
0.1
34
0.01
24 200
KoLom Pendek 30/45
Total Keseluruhan
30
KoLom 30/30
25
25
Tul. Pokok 0.016 0.016 Begel 0.01 0.01
-
0.1 0.1
3.79 m 3.50 m
6 bh 6 bh
16 16
1.10 m 1.10 m
34 bh 36 bh
16 16
Total Keseluruhan
34
KoLom 30/45
Tul. Pokok 0.016 0.016 Begel 0.01 0.01
-
0.1 0.1
4.40 m 3.80 m
6 bh 6 bh
18 18
1.26 m 1.26 m
34 bh 36 bh
18 18
24 Total Keseluruhan
Tul. Pokok 0.012
-
7.50 m
5 bh
0.96 m
76 bh
Begel -
0.1
34
0.008 Sloof gantung 15/40
9
Total Keseluruhan
Tul. Pokok 0.012
-
116.00 m
5 bh
0.66 m
20 bh
Begel 0.008
16
Sloof 15/20
-
0.1
11 Total Keseluruhan
5 Ø16
30
Ø10 - 100 2 Ø12 3 Ø16 25
Balok 25/30
3 Ø16
Tul. Pokok 0.016
-
289.51 m
8 bh
8
0.98 m 0.98 m
28 bh 28 bh
8 8
Begel 0.008 0.008
-
0.1 0.1
30
Ø10 - 100 2 Ø12 5 Ø16 25
Total Keseluruhan
5 Ø16
Balok 25/45
Tul. Pokok 0.016 0.016
-
0.43 m 0.22 m
16 bh 1 bh
8 8
1.18 m 1.18 m
2 bh 48 bh
8 8
45
Ø10 - 100 2 Ø12
3 Ø16
3 Ø16
45
Ø10 - 100
Begel 0.01 0.01
25
2 Ø12
-
0.1 0.1
5 Ø16 25
Total Keseluruhan
4 Ø16 Ø8 - 100 30
Tul. Pokok 0.016 0.016 0.016
2 Ø16
-
0.38 m 0.19 m 0.19 m
6 bh 6 bh 6 bh
12 12 12
0.98 m 0.98 m
85 bh 85 bh
12 12
20
Balok 20/30
2 Ø16
Begel 0.008 0.008
30
Ø8 - 100
-
0.1 0.1
4 Ø16 20
2 Ø10
Total Keseluruhan
20
Ø8 - 100 2 Ø10 15
Balok ATAP 15/20
Tul. Pokok 0.01 0.01
-
44.00 m 22.00 m
30 bh 30 bh
34 34
1.18 m 1.18 m
29 bh 29 bh
34 34
2 Ø10
20
Ø8 - 100 2 Ø10
Begel 0.008 0.008
-
0.1 0.1
15
4 Ø16
30
Ø8 - 100
2 Ø16 20
Balok
Total Keseluruhan
4 Ø16
30
Ø8 - 100
2 Ø16 20
-
197.25 m 98.63 m 98.63 m
5 bh 5 bh 5 bh
34 34 34
0.98 m 0.98 m
5 bh 5 bh
34 34
4 Ø16 Ø8 - 100 30
Balok ATAP 20/30
Tul. Pokok 0.01 0.01 0.01
2 Ø16 20
Begel 0.008 0.008
-
0.1 0.1
Total Keseluruhan
Jumlah Pondasi
Berat tulangan
Jumlah Tul. Per Lonjor
Volume
bh
0.888 kg/m
325 Ljr
3458.80 kg
324.5866666667
bh
0.395 kg/m
38 Ljr
179.74 kg
37.9208167412
363 Ljr
3638.54 kg
bh bh
0.888 kg/m 0.888 kg/m
34 Ljr 24 Ljr
352.16 kg 247.82 kg
bh bh
0.888 kg/m 0.888 kg/m
52 Ljr 26 Ljr
547.80 kg 269.55 kg
136 Ljr
1417.33 kg
bh
1.58 kg/m
19 Ljr
356.45 kg
bh
0.617 kg/m
18 Ljr
130.31 kg
37 Ljr
486.76 kg
33.048 23.256 0 51.408 25.296 0 0 0
18.8 0 0 17.6 0 0 0 0
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
bh
1.58 kg/m
22 Ljr
401.00 kg
bh
0.617 kg/m
23 Ljr
167.92 kg
45 Ljr
568.93 kg
21.15 0 0 22.68 0 0 0 0
bh bh
1.58 kg/m 1.58 kg/m
31 Ljr 28 Ljr
574.87 kg 530.88 kg
30.32 28
bh bh
0.617 kg/m 0.617 kg/m
40 Ljr 43 Ljr
369.21 kg 390.93 kg
49.8666666667 52.8
142 Ljr
1865.89 kg
bh bh
0.395 kg/m 0.395 kg/m
73 Ljr 63 Ljr
187.70 kg 162.11 kg
39.6 34.2
bh bh
0.617 kg/m 0.617 kg/m
65 Ljr 69 Ljr
475.78 kg 503.77 kg
64.26 68.04
270 Ljr
1329.36 kg
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
bh
0.888 kg/m
4 Ljr
33.30 kg
bh
0.395 kg/m
7 Ljr
28.82 kg
11 Ljr
62.12 kg
bh
0.888 kg/m
47 Ljr
515.04 kg
bh
0 kg/m
26 Ljr
0.00 kg
73 Ljr
515.04 kg
3.125 0 0 6.08 0
48.3333333333 0 0 1.1 0
48.3333333333 0 bh
4.58 kg/m
89 Ljr
10607.65 kg 1.1 0
bh bh
0.395 kg/m 0.395 kg/m
39 Ljr 30 Ljr
10.84 kg 10.84 kg
158 Ljr
10629.32 kg
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
6 8 10 12 14 16 19 22 25 28 32
0.222 0.395 0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
10 12 14 16 19 22 25 28 32
0.617 0.888 1.12 1.58 2.23 2.98 3.85 4.83 6.31
6
0.222
#REF!
bh bh
4.58 kg/m 4.58 kg/m
15 Ljr 4 Ljr
4.83 kg/m 4.83 kg/m
15 Ljr 11 Ljr
45 Ljr
4.58 kg/m 4.58 kg/m 4.58 kg/m
66 Ljr 9 Ljr 9 Ljr
317.4651 kg
10.44 kg 5.22 kg 5.22 kg
#REF! bh bh
0.395 kg/m 0.395 kg/m
54 Ljr 41 Ljr
179 Ljr
4.58 kg/m 4.58 kg/m
15 Ljr 4 Ljr
86.6918 kg
4.83 kg/m 4.83 kg/m
15 Ljr 11 Ljr
45 Ljr
16 19 22
1.58 2.23 2.98
25 28 32
3.85 4.83 6.31
6 8 10 12
0.222 0.395 0.617 0.888
14
1.12
16 19 22
1.58 2.23 2.98
25 28 32
3.85 4.83 6.31
6 8 10 12
0.222 0.395 0.617 0.888
14
1.12
16 19 22
1.58 2.23 2.98
25 28 32
3.85 4.83 6.31
6045.60 kg 3022.80 kg 6.9416666667 6.9416666667
bh bh
1.12
32.90 kg 32.90 kg
0.19 0.095 0.095 0 bh bh
14
11.40 kg 273.57 kg
#REF! bh bh bh
0.395 0.617 0.888
31.51 kg 0.98 kg #REF!
bh bh
8 10 12
165.28 kg 165.28 kg
9398.9652 kg
bh bh bh
4.58 kg/m 4.58 kg/m 4.58 kg/m
66 Ljr 9 Ljr 9 Ljr
4517.03 kg 2258.51 kg 2258.51 kg
bh bh
0 kg/m 0 kg/m
54 Ljr 41 Ljr
0.00 kg 0.00 kg
179 Ljr
9034.05 kg
6.9
