analisa harga satuan update 2010
TRANSCRIPT
A. Pekerjaan Dinding
1 1 M2 Pasangan 1/2 batu bata 1:5Batu bata 58.0000 bhSemen PC 0.1750 kgPasir pasang 0.0350 m³Sikaset Asselator ( 5 kg SA : 50 kg PC ) 1.0000 kgAlat kerja 1.0000 lsUpah kerja 1.0000 m²
2 1 M2 Pasangan 1/2 batu bata 1:3Batu bata 58.0000 bhSemen PC 0.2590 zakPasir pasang 0.0310 m3Sikaset Asselator ( 5 kg SA : 50 kg PC ) 1.4000 kgAlat kerja 1.0000 lsUpah kerja 1.0000 m2
3 1 M2 Plesteran 1:5 + Acian MUSemen PC 0.1452 zakPasir pasang 0.0275 m³MU 250 2.6667 kgAlat kerja 1.0000 lsUpah kerja 1.0000 m²
4 1 M2 Plesteran 1:3 + Acian MUSemen PC 0.2155 zakPasir pasang 0.0264 m3MU 250 2.6667 kgAlat kerja 1.0000 lsUpah kerja 1.0000 m2
5 1 M2 Keramik dinding 33x50 cmKeramik ex Roman A 1.0300 m2 Pasir pasang 0.0300 m3 Semen PC 50 kg 0.1850 zakAcian 1.0000 m2Naad super grout 1.0000 m2Upah + naad 1.0000 m2
6 1 M2 Keramik dinding 25x33 cmKeramik ex Roman A 1.0300 m2 Pasir pasang 0.0300 m3 Semen PC 50 kg 0.1850 zakAcian 1.0000 m2Naad super grout 1.0000 m2Upah + naad 1.0000 m2
7 1 M2 Keramik dinding 20x25 cmKeramik ex Roman A 1.0300 m2 Pasir pasang 0.0300 m3 Semen PC 50 kg 0.1850 zakAcian 1.0000 m2Naad super grout 1.0000 m2Upah + naad 1.0000 m2
8 1 M2 Keramik dinding 20x20 cmKeramik ex Roman A 1.0300 m2 Pasir pasang 0.0300 m3 Semen PC 50 kg 0.1850 zakAcian 1.0000 m2Naad super grout 1.0000 m2Upah + naad 1.0000 m2
B. Pekerjaan Lantai
1 1 M2 Granite tile 60x60 cmGranite ex Weiduoli P 10604 snow white 1.0300 m2 Pasir pasang 0.0240 m3 Semen PC 50 kg 0.1850 zakAcian 1.0000 m2Naad super grout 1.0000 m2Upah + naad 1.0000 m2
2 1 M2 Granite tile 60x60 cm anti slipGranite ex Weiduoli VG 6001 1.0300 m2 Pasir pasang 0.0240 m3 Semen PC 50 kg 0.1850 zakAcian 1.0000 m2Naad super grout 1.0000 m2Upah + naad 1.0000 m2
3 1 M2 Keramik lantai 30x30 cmKeramik ex Roman B 1.0300 m2 Pasir pasang 0.0240 m3 Semen PC 50 kg 0.1850 zakAcian 1.0000 m2Naad super grout 1.0000 m2Upah + naad 1.0000 m2
4 1 M2 Keramik lantai 30x30 cm anti slipKeramik ex Roman C 1.0300 m2 Pasir pasang 0.0240 m3 Semen PC 50 kg 0.1850 zakAcian 1.0000 m2Naad super grout 1.0000 m2Upah + naad 1.0000 m2
5 1 M2 Keramik lantai 20x20 cm anti slipKeramik ex Roman B 1.0300 m2 Pasir pasang 0.0240 m3 Semen PC 50 kg 0.1850 zakAcian 1.0000 m2Naad super grout 1.0000 m2Upah + naad 1.0000 m2
6 1 M2 Granite Nero AbsoluteGranite Nero Absolute 1.0300 m2 Pasir pasang 0.0240 m3 Semen PC 50 kg 0.1850 zakAcian 1.0000 m2Naad super grout 1.0000 m2
Upah + naad 1.0000 m2
No. Item 2008 2009I Pekerjaan persiapan
1 1 M Pasang Bouwplank 15,856.00 15,840.00 2 1 M Pagar Proyek 73,595.00 77,270.00
II Pekerjaan StrukturA. Pekerjaan Tanah1 1 M3 Urugan pasir bawah pondasi 114,500.00 118,000.00 2 1 M3 Urugan sirtu bawah lantai 84,800.00 75,100.00
B. Pekerjaan pondasiBesi
1 1 Kg Besi beton ulir (Marking) 11,154.20 7,731.50 2 1 Kg Besi beton polos (Marking) 10,839.20 7,731.50
Beton3 1M2 Lantai kerja / Beton Rabatan Si 21,625.00 22,077.50 4 1M3 Beton K175 Sitemix (1Pc:2Pss: 596,000.00 618,500.00 5 1M3 Beton K??? Sitemix (1Pc:1.5Pss 677,355.00 714,855.00 6 1 M3 Beton Readymix - K225 Special 7 692,174.07 623,824.07 7 1 M3 Beton Readymix - K225 Special 7 718,100.00 649,750.00 8 1 M3 Beton Readymix - K225 Special 7 853,394.12 785,044.12 9 1 M2 Bekesting poer & sloof 65,800.00 67,868.00
10 Poer 50/50/40 (TP1) 2,875,106.62 2,314,988.60 11 Poer 55/55/40 (TP1A) 2,620,286.17 2,122,172.27 12 Poer 55/50/40 (TP1B) 2,744,877.80 2,216,626.73 13 Poer 110/50/40 (TP2) 2,376,097.17 1,920,536.77 14 Poer 110/55/40 (TP2B) 2,269,121.80 1,838,292.96 15 1 M3 Sloof 20/40 (S1) 3,106,039.45 2,529,183.86 16 1 M3 Sloof 20/30 (S2) 2,939,842.43 2,411,863.87 C. Pekerjaan Beton Bertulang
Kolom17 1 M2 Bekesting kolom 66,692.00 75,880.00 18 1 M3 Kolom praktis 13/13 3,764,611.60 3,245,567.42 19 1 M3 Kolom 13/40 (K1) 3,985,157.63 3,516,116.44 20 1 M3 Kolom 13/30 (K2) 3,967,944.99 3,554,166.46 21 1 M3 Kolom 25/25 (K3) 3,734,560.81 3,210,147.74
Balok22 1 M2 Bekesting balok 108,680.00 126,300.00 23 1 M3 Balok praktis 13/13 4,410,580.83 4,021,259.72 24 1 M3 Balok 15/40 (B1) 4,268,432.14 3,746,127.17 25 1 M3 Balok 15/40 (B2) 3,846,803.38 3,453,876.47 26 1 M3 Balok 15/30 (B3) 3,719,816.24 3,352,474.04 27 1 M3 Balok 20/50 (B4) 3,851,396.60 3,329,919.21 28 1 M3 Balok 15/20 (B5) 3,692,211.57 3,327,493.70 29 1 M3 Balok 15/20 (B13) 4,162,249.59 3,630,053.07 30 1 M3 Balok 15/35 (B6) 4,024,387.68 3,571,233.49 31 1 M3 Balok 20/35 (B7) 3,860,607.60 3,334,359.30 32 1 M3 Balok 20/35 (B14) 3,153,344.72 2,840,795.07 33 1 M3 Balok 15/45 (B8) 4,479,930.06 3,901,398.43 34 1 M3 Balok 25/50 (B9) 3,586,849.53 3,063,172.94 35 1 M3 Balok 20/40 (B10) 4,106,380.65 3,504,341.85 36 1 M3 Balok 20/45 (B11) 3,886,319.30 3,351,515.87 37 1 M3 Balok 35/35 (B12) 2,349,612.54 2,127,188.34 38 1 M3 Balok 15/50 (B15) 4,590,815.56 3,980,875.83
Plat1 1 M2 Bekesting pelat 138,600.00 172,180.50 2 1 M3 Pelat Lantai A (t = 12 cm) 2,713,406.81 2,671,213.21 3 1 M3 Pelat Lantai B (t = 12 cm) 2,499,045.82 2,671,213.21 4 1 M3 Pelat Cantilever (t = 12 cm) 2,859,940.19 2,775,734.10
5 1 M3 Pelat Atap (t = 10 cm) 3,643,005.71 3,456,484.77 6 1 M3 Pelat Kolam (t = 12 cm) 2,015,580.87 1,562,473.69 7 1 M3 Pelat Carport (t = 10 cm) 1,287,707.13 1,043,288.16 8 1 M3 Pelat tangga utama 2,950,804.41 2,578,264.10 9 1 M3 Pelat tangga service 1,915,104.21 1,724,445.96
III Pekerjaan ArsitekturA. Pekerjaan Dinding1 1 M2 Pasangan 1/2 batu bata 1:5 65,525.00 40,849.91 2 1 M2 Pasangan 1/2 batu bata 1:3 74,145.00 44,037.15 3 1 M2 Plesteran 1:5 + Acian MU 24,339.17 22,992.00 4 1 M2 Plesteran 1:3 + Acian MU 27,749.67 26,038.00 5 1 M2 Keramik dinding 33x50 cm 121,125.00 118,260.50 6 1 M2 Keramik dinding 25x33 cm 98,792.73 94,364.50 7 1 M2 Keramik dinding 20x25 cm 96,545.45 94,364.50 8 1 M2 Keramik dinding 20x20 cm 96,545.45 94,364.50
B. Pekerjaan Lantai1 1 M2 Granite tile 60x60 cm 170,810.00 192,897.50 2 1 M2 Granite tile 60x60 cm anti slip 164,913.25 150,667.50 3 1 M2 Keramik lantai 30x30 cm 88,222.73 90,155.00 4 1 M2 Keramik lantai 30x30 cm anti sl 96,987.09 95,562.50 5 1 M2 Keramik lantai 20x20 cm anti sl 90,245.27 90,155.00 6 1 M2 Granite Nero Absolute 737,930.00 736,327.50
C. Pekerjaan Pintu Jendela1 1 unit Pintu uk. 90x240 cm (P1) 1,020,000.00 1,090,000.00 2 1 unit Pintu uk.70x235 cm (P1A) 749,171.88 786,096.88 3 1 unit Pintu uk.80x240 cm (P2) 789,675.00 827,050.00 4 1 unit Pintu uk.70x240 cm (P2B) 760,500.00 797,650.00 5 1 unit Pintu uk.60x210 cm (P3) 442,312.50 467,312.50 6 1 unit Pintu & Jendela uk. 70x240 cm 1,156,687.50 1,251,125.00 7 1 unit Pintu Utama uk. 65x240 cm (P 1,132,800.00 1,229,600.00
D. Pekerjaan Atap1 1 M2 Genteng Flat Cisankan 71,360.00 79,645.00 2 1 M' Nok Genteng Cisankan 55,116.25 52,427.50 3 1 M' Nok Genteng Tepi Cisankan 28,211.00 18,900.00 45
RENCANA ANGGARAN BIAYA RUMAH CONTOH LUCENA REGENCYTYPE : 7 x 19
KAVLING : N10-11LOKASI :GRANADA - PAKUWON INDAH, SURABAYA
Date : 29 September 2009NO. JENIS PEKERJAAN SAT. VOL. HARGA SAT.
Rp.
I PEKERJAAN PERSIAPAN
1 Pembersihan lahan awal lot 1.00
2 Pengukuran dan pembuatan bouwplank m 1.00 18,850.00
3 Kantor lapangan dan gudang lot 1.00
4 Pagar proyek (seng) lot 1.00 600,000.00
5 Air kerja dan Listrik kerja lot 1.00 1,500,000.00
SUB TOTAL I
II PEKERJAAN STRUKTUR
1 Pekerjaan Tanah
1 Galian tanah (dari tanah eksisting) m3 1.00 23,000.00
2 Urug kembali m3 1.00 10,000.00
3 Urug pasir padat t=10 cm bawah fondasi termasuk pemadatan. m3 1.00 124,500.00
4 Urug sirtu bwh lantai, taman, carport m3 1.00 91,500.00
Total 1
2 Pekerjaan Tiang Pancang dan Pondasi
1 Tiang pancang 20x20 jack in pile+ mobilisasi m 1.00 106,000.00
2 Pemotongan kepala tiang pancang bh 1.00 12,500.00
3 Lantai kerja tebal 50 mm, beton 1:3:5 m2 1.00 24,100.00
4 Poer tiang pancang K225
a TP1 m3 1.00 2,442,700.00
b TP1A m3 1.00 2,284,900.00
c TP1B m3 1.00 2,309,200.00
d TP2 m3 1.00 2,064,400.00
5 Sloof beton bertulang K225
a Sloof S25 m3 1.00 2,848,100.00
b Sloof S30 m3 1.00 2,396,100.00
c Sloof S35 m3 1.00 2,982,700.00
Total 2
3 Pekerjaan Struktur Beton Bertulang
1 Balok
a Balok B1 m3 1.00 2,835,100.00
b Balok B2 m3 1.00 2,654,800.00
c Balok B3A m3 1.00 2,980,300.00
d Balok B3B m3 1.00 2,817,300.00
e Balok B3 m3 1.00 2,654,200.00
f Balok B4 m3 1.00 2,868,500.00
g Balok ring m3 1.00 2,346,000.00
h Balok RG m3 1.00 2,346,000.00
2 Kolom
a Kolom K30 (4D13; Ө8-150) m3 1.00 3,000,800.00
b Kolom K40 (6D13; Ө8-150) m3 1.00 3,110,000.00
c Kolom K45 (6D13; Ө8-150) m3 1.00 3,001,800.00
d Kolom K50 (8D13; Ө8-150) m3 1.00 3,177,700.00
e Kolom KP m3 1.00 2,346,000.00
3 Pelat lantai
a Pelat carport ( t=8 cm ; single layer , Ө 8 - 150 ) m3 1.00 1,017,600.00
b Plat lantai induk ( t=8 cm ;tanpa tulangan ) m3 1.00 461,800.00
c Plat A (t=12cm) m3 1.00 1,975,300.00
d Plat B (t=10cm)pengganti atap onduline m3 1.00 1,821,700.00
e Pelat talang cor m3 1.00 1,823,400.00
f Plat canopy (t=10 cm ; double layer, Ө8-200) m3 1.00 1,823,400.00
g Plat kantilever teras depan m3 1.00 1,823,400.00
4 Tangga utama, t = 12 cm (Ө12-125 ; Ө10-200 ; Ө8-150) m3 1.00 2,305,700.00
5 Balok latei (4Ө10 ; Ө6-150) m3 1.00 2,346,000.00
Total 3
SUB TOTAL II
III PEKERJAAN ARSITEKTUR
1 Pekerjaan Dinding
1 Pasangan bata trasram campuran 1:3 m2 1.00 39,200.00
2 Pasangan bata campuran 1:5 m2 1.00 35,400.00
3 Plesteran trasram campuran 1:3 +aci m2 1.00 27,500.00
4 Plesteran campuran 1:5 +aci m2 1.00 24,900.00
5 Benangan sudut dinding (lt.1) m' 1.00 7,000.00
6 Keramik dinding bathroom Keluarga m2 1.00 77,000.00
7 Keramik dinding maid bathroom m2 1.00 77,000.00
8 Keramik dinding bathroom utama m2 1.00 86,000.00
9 Besi Hollow 5x5 jarak 5cm m' 1.00 35,000.00
10 Benangan tali air di dinding atas keramik km m2 1.00 7,000.00
11 Benangan keliling jendela / pintu m' 1.00 7,000.00
Total 1
2 Pekerjaan Lantai
1 Pek. Keramik
a Ruang induk Granite tile 60x60cm m2 1.00 118,750.00
b KM/WC keluarga,KM utama, gudang, K.T pembantu m2 1.00 69,600.00
c KM/WC Pembantu+r.cuci m2 1.00 59,000.00
d Plint, lis aluminium 1x2 cm m' 1.00 10,500.00
e Tangga utama m2 1.00 118,750.00
2 Pinggulan 3 cm + tali air keramik tangga utama m' 1.00 25,000.00
3 Waterproofing + screeding plat dak, canopy beton m2 1.00 40,000.00
4 Waterproofing coating lantai m2 1.00 22,500.00
Total 2
3 Pekerjaan Pintu, Jendela dan Hardware
Hardware
a Kunci + handle Pintu utama unit 1.00 450,000.00
b Kunci + handle Pintu standart+KM Dalam+KT Pembantu unit 1.00 252,000.00
c Kunci + handle KM Pembantu unit 1.00 37,000.00
d Engsel pintu kayu set 1.00 26,250.00
Total 3
4 Pekerjaan Plafond
1 Rangka plafond + gypsum board m2 1.00 65,000.00
2 Rangka plafond + calsiboard m2 1.00 75,000.00
3 List plafond m' 1.00 7,000.00
Total 4
5 Pekerjaan Atap
1 Rangka atap galvalum (termasuk talang jurai) m2 1.00 135,000.00
2 Penutup atap genteng keramik m2 1.00 70,000.00
3 Genteng nok m' 1.00 72,000.00
4 Listplank ex. Nusapalank m' 1.00 110,000.00
5 Ban-banan genteng m' 1.00 25,000.00
Total 5
6 Pekerjaan Pengecatan
1 Cat dinding luar ex Propan Decor DW m2 1.00 21,000.00
2 Cat dinding dalam ex Propan m2 1.00 10,000.00
3 Cat plafond luar ex Propan Decor DW m2 1.00 21,000.00
4 Cat plafond dalam ex Propan m2 1.00 10,000.00
5 Cat listplank m' 1.00 40,000.00
6 Cat kusen m' 1.00 40,000.00
7 Cat daun pintu & jendela m2 1.00 85,000.00
Total 6
7 Pekerjaan Railing
1 Railing tangga + Cat m' 1.00 375,000.00
Total 7
IV PEKERJAAN MEKANIKAL DAN PLUMBING
1 Pekerjaan Instalasi Listrik & Penangkal Petir
1 Saklar engkel ex. Clipsal Mega 2000 bh 1.00 22,500.00
2 Saklar double ex. Clipsal Mega 2000 bh 1.00 34,500.00
3 Saklar hotel ex. Clipsal Mega 2000 bh 1.00 65,000.00
4 Saklar bel bh 1.00 34,500.00
5 Stop kontak ex. Clipsal Mega 2000 bh 1.00 26,600.00
6 Stop kontak type WG(Dapur,KM, r. cuci) bh 1.00 55,000.00
7 Stop kontak AC bh 1.00 47,150.00
8 Outlet TV bh 1.00 52,150.00
9 Outlet Telepon bh 1.00 114,800.00
10 Bel Battery bh 1.00 40,000.00
11 Instalasi titik lampu ttk 1.00 115,000.00
12 Instalasi titik lampu taman ttk 1.00 115,000.00
13 Instalasi titik stop kontak ttk 1.00 115,000.00
14 Instalasi kabel TV ttk 1.00 150,000.00
15 Instalasi kabel telepon ttk 1.00 150,000.00
16 Instalasi kabel AC ttk 1.00 300,000.00
17 Instalasi kabel bel ttk 1.00 100,000.00
18 Arde terpasang lengkap ttk 1.00 250,000.00
19 Penangkal petir komplit BC 50 set 1.00 1,500,000.00
20 MCB ex. Legrand bh 1.00 27,000.00
21 Box panel 8 pole Lt 1 bh 1.00 211,200.00
22 Box panel 6 pole Lt 2 bh 1.00 175,200.00
23 Kabel folding NYY KWH ke Box panel m' 1.00 50,000.00
24 Kabel folding NYY dr Lt 1 ke Lt 2 m' 1.00 40,000.00
25 Fitting/dudukan + lampu pijar set 1.00 5,000.00
26 Grounding panel set 1.00 150,000.00
27 Testing & Commisioning lot 1.00 150,000.00
28 Jaminan instalasi lot 1.00 250,000.00
Total 1
2 Pekerjaan Instalasi Air Bersih
a Pipa air bersih datar PVC tipe AW 3/4" m' 1.00 11,000.00
b Pipa air bersih datar PVC tipe AW 1/2" m' 1.00 10,500.00
c Pipa air panas ex.Westpex m' 1.00 35,000.00
d Tandon air 1.5 m3 bh 1.00 1,650,000.00
e Foot valve 3/4" bh 1.00 123,625.00
f Gate valve 3/4" Onda bh 1.00 77,625.00
g Cage valve 3/4" Onda bh 1.00 100,625.00
h Pelampung tandon 3/4" Onda bh 1.00 85,000.00
i Accessories and Fitting lot 1.00 115,000.00
Total 2
3 Pekerjaan Instalasi Air Kotor
a Pipa air hujan PVC tipe D 2" m 1.00 21,200.00
b Pipa air hujan PVC tipe D 3" m 1.00 27,000.00
c Pipa air kotor PVC tipe D 3" m 1.00 27,000.00
d Pipa saluran air kotor PVC tipe D 4" (utama) m 1.00 32,000.00
e Pipa saluran tinja/kotoran datar PVC tipe D 4" m 1.00 32,000.00
f Pipa saluran tinja/kotoran tegak PVC tipe D 3" m 1.00 27,000.00
g Roofdrain Cast Iron(dak atap, plat kantilever) bh 1.00 30,000.00
h Bak kontrol bh 1.00 60,000.00
i Bio tank 1000 liter bh 1.00 2,100,000.00
j Instalasi Drain pembuangan untuk AC ttk 1.00 40,000.00
k Pipa hawa PVC tipe D 1" m 1.00 12,000.00
Total 3
4 Pekerjaan Sanitary
1 Supply Material Sanitary ex TOTO ( By Pakuwon)
a Kloset duduk KM/WC utama ex Toto CW 823 J Avante bh 1.00 3,080,000.00
b Kloset duduk ex Toto CW 420 J bh 1.00 1,072,500.00
c Kloset jongkok ex Toto CE7 bh 1.00 102,300.00
d Wastf KM/WC Utama+ keluarga ex Toto LW 241 bh 1.00 650,650.00
e Kran Wastafel KM/WC ex Toto TX 123LES V4 bh 1.00 434,500.00
f Jet/ hand shower TX403SP1V bh 1.00 173,250.00
g Kran shower ex Toto TX 474 SES bh 1.00 896,500.00
h Soap holder ex Toto S161 bh 1.00 132,000.00
i Soap holder ex Toto S6NV1 bh 1.00 33,000.00
j Paper holder ex Toto TX 703AES bh 1.00 97,900.00
k Floor drain ex Toto TX 1BN bh 1.00 165,000.00
l Floor drain mangkuk hujan ex. Stainless bh 1.00 85,000.00
m Pelampung tandon 3/4" bh 1.00 225,000.00
n Kran dinding T23 B13 V7N bh 1.00 90,750.00
o Kaca cermin m2 1.00 180,000.00
p Kaca tempered shower 10 mm m2 1.00 350,000.00
2 Install Pekerjaan Sanitary
a Kloset duduk KM/WC utama ex Toto CW 823 J Avante bh 1.00 150,000.00
b Kloset duduk ex Toto CW 420 J bh 1.00 150,000.00
c Kloset jongkok ex Toto CE7 bh 1.00 75,000.00
d Wastf KM/WC Utama+ keluarga ex Toto LW 241 bh 1.00 75,000.00
e Kran Wastafel KM/WC ex Toto TX 123LES V4 bh 1.00 75,000.00
f Jet/ hand shower TX403SP1V bh 1.00 10,000.00
g Kran shower ex Toto TX 474 SES bh 1.00 75,000.00
h Soap holder ex Toto S161 bh 1.00 10,000.00
i Soap holder ex Toto S6NV1 bh 1.00 10,000.00
j Paper holder ex Toto TX 703AES bh 1.00 15,000.00
k Floor drain ex Toto TX 1BN bh 1.00 30,000.00
l Floor drain mangkuk hujan ex. Stainless bh 1.00 15,000.00
m Pelampung tandon 3/4" bh 1.00 15,000.00
n Kran dinding T23 B13 V7N bh 1.00 15,000.00
Total 4
SUB TOTAL IV
V PEKERJAAN TAMBAHAN
a Pembersihan akhir lot 1.00 350,000.00
b Tempat Pompa Air unit 1.00 150,000.00
c Tempat sampah+ tutup plat bordes unit 1.00 900,000.00
d Carport:kombinasi semen garuk/nat sisir+coral sikat m2 1.00 85,000.00
e Pilar meteran listrik +tempat surat finish plaster+aci,cat,tali air, tutup lot 1.00 1,250,000.00
f Bak meter air lot 1.00 200,000.00
g Waterproofing screeding plat dak, canopy beton m2 1.00 22,500.00
h Pembuatan asbuilt drawing lot 1.00 300,000.00
i Andesit tampak depan+waterproofing+ coating m2 1.00 225,000.00
j Travertine tampak depan+waterproofing+ coating m2 1.00 700,000.00
SUB TOTAL V
TOTAL
JASA KONTRAKTOR 10 %
REKAPITULASI TOTAL
DIBULATKAN LUAS Harga/m2Percepatan 10%
1 1 Kg Besi beton ulir (Marking)Besi beton 1.0500 kg Rp. 9,800.00 Rp. 10,290.00 Kawat beton 0.0170 kg Rp. 12,600.00 Rp. 214.20 Upah 1.0000 kg Rp. 650.00 Rp. 650.00
Rp. 11,154.20 14.333333
2 1 Pcs Leg Gutter - K350 (2000 x 2000 x 1200) T= 200 8 9Beton 1.0080 m3 Rp. 530,000.00 Rp. 534,240.00 Pompa 1.0080 m3 Rp. 200,000.00 Rp. 201,600.00 Alat bantu 1.0000 ls Rp. 100,000.00 Rp. 100,000.00 Upah kerja 1.0080 m3 Rp. 220,000.00 Rp. 221,760.00 p lBesi Beton Polos 10 86.7645 Kg Rp. 11,154.20 Rp. 967,788.36 0.616225 68.8 72Cetakan + Transport 1.0000 ls Rp. 300,000.00 300,000.00
Rp. 2,325,388.36 Rp. Rp 2,320,000.00
3 1 Pcs Slab - K350 (2000 x 200 x 1200) 14.333333Beton 0.4800 m3 Rp. 530,000.00 Rp. 254,400.00 4.4 9Pompa 0.4800 m3 Rp. 200,000.00 Rp. 96,000.00 Alat bantu 1.0000 ls Rp. 100,000.00 Rp. 100,000.00 Upah kerja 0.4800 m3 Rp. 220,000.00 Rp. 105,600.00 p lBesi Beton Polos 10 45.6007 Kg Rp. 11,154.20 Rp. 508,638.77 0.616225 34.4 39.6Cetakan + Transport 1.0000 ls Rp. 300,000.00 300,000.00
Rp. 1,364,638.77 Rp. Rp 1,360,000.00
4 1 Pcs Slab - K350 (3000 x 200 x 1200) 21Beton 0.7200 m3 Rp. 530,000.00 Rp. 381,600.00 6 9Pompa 0.7200 m3 Rp. 200,000.00 Rp. 144,000.00 Alat bantu 1.0000 ls Rp. 100,000.00 Rp. 100,000.00 Upah kerja 0.7200 m3 Rp. 220,000.00 Rp. 158,400.00 p lBesi Beton Polos 10 64.3339 Kg Rp. 11,154.20 Rp. 717,593.08 0.616225 50.4 54Cetakan + Transport 1.0000 ls Rp. 300,000.00 300,000.00
Rp. 1,801,593.08 1.7280 0.5833333Rp. Rp 1,800,000.00 0.4166667
5 2 Pcs U-Gutter - K350 (4000 x 1200 x 300) 1.49 0.6774194Beton 6.1920 m3 Rp. 530,000.00 Rp. 3,281,760.00 0.3225806Pompa 6.1920 m3 Rp. 200,000.00 Rp. 1,238,400.00 27.666667 14.333333Alat bantu 1.0000 ls Rp. 100,000.00 Rp. 100,000.00 15.8 9Upah kerja 6.1920 m3 Rp. 220,000.00 Rp. 1,362,240.00 p lBesi Beton Polos 10 341.8816 Kg Rp. 11,154.20 Rp. 3,813,416.08 0.616225 135.2 142.2Cetakan + Transport 1.0000 ls Rp. 300,000.00 300,000.00
Rp. 10,095,816.08 Rp. Rp 10,090,000.00
6 2 Pcs Cover - K350 (4500 x 1200 x 300) 9.50 0.6515152Beton 3.3120 m3 Rp. 530,000.00 Rp. 1,755,360.00 0.3484848Pompa 3.3120 m3 Rp. 200,000.00 Rp. 662,400.00 27.666667Alat bantu 1.0000 ls Rp. 100,000.00 Rp. 100,000.00 8.4 9Upah kerja 3.3120 m3 Rp. 220,000.00 Rp. 728,640.00 p lBesi Beton Polos 10 175.0079 Kg Rp. 11,154.20 Rp. 1,952,073.12 0.616225 66.4 75.6Cetakan + Transport 1.0000 ls Rp. 300,000.00 300,000.00
Rp. 5,498,473.12 Rp. Rp 5,490,000.00
7 2 Pcs U-Gutter - K350 (5000 x 1200 x 350) Beton 8.0640 m3 Rp. 530,000.00 Rp. 4,273,920.00 Pompa 8.0640 m3 Rp. 200,000.00 Rp. 1,612,800.00 33 14.333333Alat bantu 1.0000 ls Rp. 100,000.00 Rp. 100,000.00 18 9Upah kerja 8.0640 m3 Rp. 220,000.00 Rp. 1,774,080.00 p lBesi Beton Polos 10 382.0595 Kg Rp. 11,154.20 Rp. 4,261,568.07 0.616225 148 162Cetakan + Transport 1.0000 ls Rp. 300,000.00 300,000.00
Rp. 12,322,368.07 Rp. Rp 12,320,000.00
8 2 Pcs Cover - K350 (5500 x 1200 x 350) 12.85 0.627451Beton 4.7880 m3 Rp. 530,000.00 Rp. 2,537,640.00 0.372549Pompa 4.7880 m3 Rp. 200,000.00 Rp. 957,600.00 34.333333Alat bantu 1.0000 ls Rp. 100,000.00 Rp. 100,000.00 10.6 9Upah kerja 4.7880 m3 Rp. 220,000.00 Rp. 1,053,360.00 p lBesi Beton Polos 10 219.1296 Kg Rp. 11,154.20 Rp. 2,444,215.50 0.616225 82.4 95.4Cetakan + Transport 1.0000 ls Rp. 300,000.00 300,000.00
Rp. 7,392,815.50 Rp. Rp 7,390,000.00
9 1 M3 Beton Bertulang 1 : 2 : 2,5 (K 350) Cast In SituBeton 1.0000 m3 Rp. 530,000.00 Rp. 530,000.00 Pompa 1.0000 m3 Rp. 200,000.00 Rp. 200,000.00 7.6666667Alat bantu 1.0000 ls Rp. 100,000.00 Rp. 100,000.00 2 7.6666667Upah kerja 1.0000 m3 Rp. 160,000.00 Rp. 160,000.00 p lBesi Beton Polos 10 41.5746 Kg Rp. 11,154.20 Rp. 463,731.92 0.616225 18.4 15.333333Cetakan + Transport 1.0000 ls Rp. 200,000.00 200,000.00
Rp. 1,653,731.92 Rp. Rp 1,650,000.00
L= 8 M', P= 1450.80 M' PT. Lisa Concrete Indonesia
/M3 Leg Gutter Rp 2,781,050.00 Slab Beton Rp 2,781,050.00 U Gutter Rp 3,622,475.00 Cover Rp 3,622,475.00
L= 10 M', P= 1450.80 M' PT. Lisa Concrete Indonesia
/M3 Leg Gutter Rp 2,833,333.33 Slab Beton Rp 2,833,333.33 U Gutter Rp 3,228,759.00 Cover Rp 3,228,759.00
L= 8 M', P= 1450.80 M' PT. Media Cipta Perkasa
/M3 Rp 2,777,777.78 Rp 2,708,333.33
Rp 4,556,907.00
L= 10 M', P= 1450.80 M' PT. Media Cipta Perkasa
/M3 Rp 2,777,777.78 Rp 2,702,702.70
Rp 3,780,068.00
1 1 M Pasang BouwplankPapan Meranti 2/20 0.0040 m3 Rp. 1,950,000.00 Rp.Kaso kayu kelapa 4/6 cm 0.0020 m3 Rp. 1,300,000.00 Rp.Paku 0.0200 Kg Rp. 12,800.00 Rp.Upah 1.0000 m1 Rp. 6,000.00 Rp.
Rp.
2 1 M3 Urugan sirtu bawah lantaiSirtu 1.2000 m3 Rp. 70,000.00 Rp.Upah + Pemadatan 1.0000 m3 Rp. 12,500.00 Rp.
Rp.
Beton3 1M2 Lantai kerja / Beton Rabatan Site
Semen PC 4.0000 zak Rp. 50,000.00 Rp.Pasir cor 0.5570 m3 Rp. 100,000.00 Rp.Stenslag 2/3 0.9000 m3 Rp. 140,000.00 Rp.Upah cor & perataan 1.0000 m3 Rp. 80,000.00 Rp.Molen + alat bantu 1.0000 m3 Rp. 10,000.00 Rp.
Rp. Per m2
4 1M3 Beton K??? Sitemix (1Pc:1.5Pss:Semen PC 8.0000 zak Rp. 50,000.00 Rp.Pasir 0.4880 m3 Rp. 100,000.00 Rp.Stenslag 1/2 0.8140 m3 Rp. 145,000.00 Rp.Sikament LN 4.3200 kg Rp. 14,000.00 Rp.Upah 1.0000 m3 Rp. 80,000.00 Rp.Molen + alat bantu 1.0000 m3 Rp. 10,000.00 Rp.
Rp.
5 1 M3 Beton Readymix - K225 Special 7 Beton 1.0100 m3 Rp. 540,000.00 Rp.Pompa 1.0000 ls Rp. 74,074.07 Rp.Alat bantu 1.0000 ls Rp. 7,500.00 Rp.Upah kerja 1.0000 m3 Rp. 45,000.00 Rp.
Rp.Sloof
6 Sloof 25/40 besi 6D16 mute K225Beton 1.0000 m3 Rp. 671,974.07 Rp.Besi beton 6 D16 139.1387 kg Rp. 11,414.20 Rp.Besi beton Ø8-150 & Ø8-200 34.7058 kg Rp. 11,309.20 Rp.Bekisting 8.0000 m2 Rp. 66,800.00 Rp.
Rp.
7 Sloof 25/30 besi 6D13 mute K225Beton 1.0000 m3 Rp. 671,974.07 Rp.Besi beton 6 D13 87.3600 kg Rp. 11,414.20 Rp.Besi beton Ø8-150 & Ø8-200 60.0000 kg Rp. 11,309.20 Rp.Bekisting 8.0000 m2 Rp. 66,800.00 Rp.
Rp.Kolom
8 1 M2 Bekesting kolomMplek 9 mm (2x pakai) 0.3700 lbr Rp. 90,000.00 Rp.
Kaso 3/5 (2x pakai) 0.0140 m3 Rp. 1,300,000.00 Rp.Perancah kayu gelam - btg Rp. 5,000.00 Rp.Paku 0.0150 kg Rp. 12,800.00 Rp.Upah 1.0000 m2 Rp. 15,000.00 Rp.
Rp.
9 1 M3 Kolom praktis 13/13 Beton 1.0000 m3 Rp. 471,700.00 Rp.Besi beton 4 Ø10 104.1801 kg Rp. 11,309.20 Rp.Besi beton Ø6-150 24.3898 kg Rp. 11,309.20 Rp.Bekisting 10.2564 m2 Rp. 66,692.00 Rp.
Rp.Rp.
10 1 M3 Kolom Struktur 15/20 4D12Beton 1.0000 m3 Rp. 717,310.00 Rp.Besi beton 6 D12 122.8658 kg Rp. 11,414.20 Rp.Besi beton Ø8-150 43.6856 kg Rp. 11,309.20 Rp.Bekisting 22.8462 m2 Rp. 66,692.00 Rp.
Rp.11 1 M2 Bekesting balok
Mplek 9 mm (2x pakai) 0.3700 lbr Rp. 90,000.00 Rp.Kaso 3/5 (2x pakai) 0.0430 m3 Rp. 1,300,000.00 Rp.Perancah kayu gelam - btg Rp. 5,000.00 Rp.Paku 0.3500 kg Rp. 12,800.00 Rp.Upah 1.0000 m2 Rp. 17,500.00 Rp.
Rp.
12 1 M3 Balok 15/20 (B5)Beton 1.0000 m3 Rp. 833,194.12 Rp.Besi beton 4 Ø12 118.3152 kg Rp. 11,309.20 Rp.Besi beton Ø6-100 & Ø6-150 44.0000 kg Rp. 11,309.20 Rp.Bekisting 11.6667 m2 Rp. 111,180.00 Rp.
Rp.
13 1 M3 Pelat Duck (t = 10 cm)Beton 1.0000 m3 Rp. 833,194.12 Rp.Besi beton Ø10-150 (1 layer) 43.1358 kg Rp. 11,309.20 Rp.Besi beton Ø8-150 (1 layer) 27.6069 kg Rp. 11,309.20 Rp.Bekisting 10.0000 m2 Rp. 143,600.00 Rp.
Rp.
14 1 M3 Pelat Duck (t = 10 cm)Beton 1.0000 m3 Rp. 833,194.12 Rp.Besi beton Ø10-150 (2 layer) 49.2980 kg Rp. 11,309.20 Rp.Bekisting 5.0000 m2 Rp. 143,600.00 Rp.
Rp.
15 1 M3 Pelat Kolam (t = 20 cm)Beton 1.0000 m3 Rp. 833,194.12 Rp.Besi beton Ø10-150 (2 layer) 61.6225 kg Rp. 11,309.20 Rp.Besi beton Ø8-150 (2 layer) 39.4384 kg Rp. 11,309.20 Rp.Bekisting - m2 Rp. 143,600.00 Rp.
Rp.
16 1 M3 Pelat Rg. Mesin (t = 15 cm)Beton 1.0000 m3 Rp. 833,194.12 Rp.Besi beton Ø10-150 (1 layer) 65.7307 kg Rp. 11,309.20 Rp.Besi beton Ø8-150 (1 layer) 42.0676 kg Rp. 11,309.20 Rp.Bekisting - m2 Rp. 143,600.00 Rp.
Rp.
17 1 M3 Dinding Beton (t = 15 cm)Beton 1.0000 m3 Rp. 833,194.12 Rp.Besi beton D13-125 63.1925 kg Rp. 11,309.20 Rp.Besi beton Ø8-150 40.4432 kg Rp. 11,309.20 Rp.Bekisting 6.6667 m2 Rp. 143,600.00 Rp.
Rp.
18 1 M3 Dinding Gutter Beton (t = 10 cmBeton 1.0000 m3 Rp. 833,194.12 Rp.Besi beton D10-150 37.0913 kg Rp. 11,309.20 Rp.Besi beton Ø8-200 31.6512 kg Rp. 11,309.20 Rp.Bekisting 8.3333 m2 Rp. 143,600.00 Rp.
Rp.
19 1 M2 Pasangan 1/2 batu bata 1:5Batu bata 58.0000 bh Rp. 525.00 Rp.Semen PC 0.2000 kg Rp. 50,000.00 Rp.Pasir pasang 0.0400 m³ Rp. 100,000.00 Rp.Sikaset Asselator ( 5 kg SA : 50 kg PC ) 1.0000 kg Rp. 12,000.00 Rp.Alat kerja 1.0000 ls Rp. 1,000.00 Rp.Upah kerja 1.0000 m² Rp. 11,000.00 Rp.
Rp.
20 1 M2 Pasangan 1/2 batu bata 1:3Batu bata 58.0000 bh Rp. 525.00 Rp.Semen PC 0.2800 zak Rp. 50,000.00 Rp.Pasir pasang 0.0350 m3 Rp. 100,000.00 Rp.Sikaset Asselator ( 5 kg SA : 50 kg PC ) 1.4000 kg Rp. 12,000.00 Rp.Alat kerja 1.0000 ls Rp. 1,000.00 Rp.Upah kerja 1.0000 m2 Rp. 11,000.00 Rp.
Rp.
3 1 M2 Plesteran 1:5 + Acian MUSemen PC 0.1452 zak Rp. 50,000.00 Rp.Pasir pasang 0.0290 m³ Rp. 100,000.00 Rp.MU 250 2.6667 kg Rp. 1,300.00 Rp.Alat kerja 1.0000 ls Rp. 1,000.00 Rp.Upah kerja 1.0000 m² Rp. 13,000.00 Rp.
Rp.
21 1 M2 Plesteran 1:3 + Acian MUSemen PC 0.2155 zak Rp. 50,000.00 Rp.Pasir pasang 0.0264 m³ Rp. 100,000.00 Rp.MU 250 2.6667 kg Rp. 1,300.00 Rp.
Alat kerja 1.0000 ls Rp. 1,000.00 Rp.Upah kerja 1.0000 m² Rp. 13,000.00 Rp.
Rp.
TK 7,800.00 2,600.00 256.00 6,000.00 16,656.00
84,000.00 12,500.00 96,500.00
200,000.00 55,700.00 126,000.00 80,000.00 10,000.00 471,700.00 23,585.00
400,000.00 48,800.00 118,030.00 60,480.00 80,000.00 10,000.00 717,310.00
545,400.00 74,074.07 7,500.00 45,000.00 671,974.07
671,974.07 1,588,156.67 392,494.74 534,400.00 3,187,025.48
671,974.07 997,144.51 678,552.00 534,400.00 2,882,070.59
33,300.00
18,200.00 - 192.00 15,000.00 66,692.00
471,700.00 1,178,193.03 275,829.50 684,020.51 2,609,743.05 44,104.66
717,310.00 1,402,414.64 494,049.33 1,523,655.69 4,137,429.66
33,300.00 55,900.00 - 4,480.00 17,500.00 111,180.00
833,194.12 1,338,050.26 497,604.80 1,297,100.00 3,965,949.18
833,194.12 487,830.82 312,211.73 1,436,000.00 3,069,236.67
833,194.12 557,520.94 718,000.00 2,108,715.06
833,194.12 696,901.18 446,016.75 - 1,976,112.05
833,194.12 743,361.26 475,751.20 - 2,052,306.58
833,194.12 714,656.62 457,380.24 957,333.33 2,962,564.31
833,194.12 419,472.36 357,949.75 1,196,666.67 2,807,282.90
30,450.00 10,000.00 4,000.00 12,000.00 1,000.00 11,000.00 68,450.00
30,450.00 14,000.00 3,500.00 16,800.00 1,000.00 11,000.00 76,750.00
7,260.00 2,900.00 3,466.67 1,000.00 13,000.00 27,626.67
10,776.00 2,640.00 3,466.71
1,000.00 13,000.00 30,882.71
1 1 Kg Besi beton ulir (Marking)Besi beton 1.0500 kg Rp. 5,950.00 Rp. 6,247.50 Kawat beton 0.0170 kg Rp. 12,600.00 Rp. 214.20 Upah 1.0000 kg Rp. 650.00 Rp. 650.00
Rp. 7,111.70 2 1 Kg Besi beton polos (Marking)
Besi beton 1.0500 kg Rp. 5,950.00 Rp. 6,247.50 Kawat beton 0.0170 kg Rp. 12,600.00 Rp. 214.20 Upah 1.0000 kg Rp. 650.00 Rp. 650.00
Rp. 7,111.70 3 1 M3 Beton Readymix - K225 Special 7 hr + CP -Sloof, Pelat lt dasar & Balok
Beton 1.0100 m3 Rp. 517,000.00 Rp. 522,170.00 Pompa 1.0000 m3 Rp. 74,074.07 Rp. 74,074.07 Alat bantu 1.0000 ls Rp. 7,500.00 Rp. 7,500.00 Upah kerja 1.0000 m3 Rp. 45,000.00 Rp. 45,000.00
Rp. 648,744.07
4 1 M2 Bekesting poer & sloofBataco 13.00000 bh Rp. 3,000.00 Rp. 39,000.00 Semen 12.00000 kg Rp. 1,000.00 Rp. 12,000.00 Pasir 0.0380 m3 Rp. 100,000.00 Rp. 3,800.00 Alat kerja 1.0000 ls Rp. 1,000.00 Rp. 1,000.00 Upah 1.0000 m2 Rp. 10,000.00 Rp. 10,000.00
Rp. 65,800.00 1.577536 0.3943841.577536 0.394384
5 1 M3 Sloof 25/40 (S1)Beton 1.0000 m3 Rp. 648,744.07 Rp. 648,744.07 beton bekisting D16 d8 Besi beton 6 D16 139.1387 kg Rp. 7,111.70 Rp. 989,512.52 0.125 1 17 4 Besi beton Ø8-150 & Ø8-200 34.7058 kg Rp. 7,111.70 Rp. 246,817.18 Bekisting 8.0000 m2 Rp. 65,800.00 Rp. 526,400.00
Rp. 2,411,473.77 0.616225 0.2218410.616225 0.221841
6 1 M3 Kolom praktis 13/13 Beton 1.0000 m3 Rp. 648,744.07 Rp. 648,744.07 m2 m3 d10 d6Besi beton 4 Ø10 145.8521 kg Rp. 7,111.70 Rp. 1,037,256.17 0.195 0.02535 3.69735 0.887364Besi beton Ø6-150 35.0045 kg Rp. 7,111.70 Rp. 248,941.48 Bekisting 7.6923 m2 Rp. 65,800.00 Rp. 506,153.85
Rp. 2,441,095.58 0.6162250.616225
7 1 M3 Pelat Lantai Beton (t = 20 cm)Beton 1.00000 m3 Rp. 648,744.07 Rp. 648,744.07 m2 m3 d10Besi beton D10-150 (2 layer) 123.9106 kg Rp. 7,111.70 Rp. 881,214.90 0.2 24.78212
Rp. 1,529,958.97 0.394384
0.616225 0.3943848 1 M3 Dinding Beton (t = 15 cm)
Beton 1.00000 m3 Rp. 648,744.07 Rp. 648,744.07 m2 m3 d10 d8Besi beton D10-150 (1 layer) 82.6071 kg Rp. 7,111.70 Rp. 587,476.60 1.5 0.15 12.39106 10.69028Besi beton Ø8-150 71.2685 kg Rp. 7,111.70 Rp. 506,840.30 Bekisting 10.0000 m2 Rp. 65,800.00 Rp. 658,000.00
Rp. 2,401,060.97
1 1 Kg Besi beton ulir (Marking)Besi beton 1.0500 kg Rp. 5,950.00 Rp.Kawat beton 0.0170 kg Rp. 12,600.00 Rp.Upah 1.0000 kg Rp. 650.00 Rp.
Rp.2 1 Kg Besi beton polos (Marking)
Besi beton 1.0500 kg Rp. 5,950.00 Rp.Kawat beton 0.0170 kg Rp. 12,600.00 Rp.Upah 1.0000 kg Rp. 650.00 Rp.
Rp.3 1 M3 Beton Readymix - K225 Special 7 hr + CP -Sloof, Pelat lt dasar & Balok
Beton 1.0100 m3 Rp. 517,000.00 Rp.Pompa 1.0000 m3 Rp. 74,074.07 Rp.Alat bantu 1.0000 ls Rp. 7,500.00 Rp.Upah kerja 1.0000 m3 Rp. 45,000.00 Rp.
Rp.
4 1 M2 Bekesting poer & sloofBataco 13.00000 bh Rp. 3,000.00 Rp.Semen 12.00000 kg Rp. 1,000.00 Rp.Pasir 0.0380 m3 Rp. 100,000.00 Rp.Alat kerja 1.0000 ls Rp. 1,000.00 Rp.Upah 1.0000 m2 Rp. 10,000.00 Rp.
Rp.
5 1 M3 Sloof 25/40 (S1)Beton 1.0000 m3 Rp. 648,744.07 Rp.Besi beton 6 D16 139.1387 kg Rp. 7,111.70 Rp.Besi beton Ø8-150 & Ø8-200 34.7058 kg Rp. 7,111.70 Rp.Bekisting 8.0000 m2 Rp. 65,800.00 Rp.
Rp.
6 1 M3 Kolom praktis 13/13 Beton 1.0000 m3 Rp. 648,744.07 Rp.Besi beton 4 Ø10 145.8521 kg Rp. 7,111.70 Rp.Besi beton Ø6-150 35.0045 kg Rp. 7,111.70 Rp.Bekisting 7.6923 m2 Rp. 65,800.00 Rp.
Rp.
7 1 M3 Pelat Lantai Beton (t = 20 cm)Beton 1.00000 m3 Rp. 648,744.07 Rp.Besi beton D10-150 (2 layer) 123.9106 kg Rp. 7,111.70 Rp.
Rp.
8 1 M3 Dinding Beton (t = 15 cm)Beton 1.00000 m3 Rp. 648,744.07 Rp.Besi beton D10-150 (1 layer) 82.6071 kg Rp. 7,111.70 Rp.Besi beton Ø8-150 71.2685 kg Rp. 7,111.70 Rp.Bekisting 10.0000 m2 Rp. 65,800.00 Rp.
Rp.
6,247.50 214.20 650.00 7,111.70
6,247.50 214.20 650.00 7,111.70
522,170.00 74,074.07 7,500.00 45,000.00 648,744.07
39,000.00 12,000.00 3,800.00 1,000.00 10,000.00 65,800.00
1.577536 0.3943841.577536 0.394384
648,744.07 beton bekisting D16 d8 989,512.52 0.125 1 17 4 246,817.18 526,400.00 2,411,473.77 0.616225 0.221841
0.616225 0.221841
648,744.07 m2 m3 d10 d6 1,037,256.17 0.195 0.02535 3.69735 0.887364 248,941.48 506,153.85 2,441,095.58 0.616225
0.616225
648,744.07 m2 m3 d10 881,214.90 0.2 24.782117 1,529,958.97 0.394384
0.616225 0.394384
648,744.07 m2 m3 d10 d8 587,476.60 1.5 0.15 12.391058 10.690277 506,840.30 658,000.00 2,401,060.97