Hit VolI. PEKERJAAN PERSIAPANI.1.PEK. BOUWPLANKPanjang bangunan=(20.00m+2.00m)x2.00=80.00m'Lebar bangunan=(8.00m+2.00m)x2.00=32.00m'112.00m'I.2.PAGAR PROYEKPanjang bangunan=(20.00m+3.00m)x2.00=120.00m'Lebar bangunan=(8.00m+3.00m)x2.00=48.00m'168.00m'II. PEKERJAAN STRUKTURA.PEKERJAAN TANAH1GALIAN TANAH PONDASI TAPAK (1,5x1,5x0,2)Tinggi=2.15mLebar=1.60Jumlah=24.00ttkVolume=132.10m32GALIAN TANAH SLOOF 20/30Tinggi=0.30mLebar=0.30mPanjang=124.00mVolume=11.16m33URUG TANAH PEIL LANTAI PADATLebar=11.00mPanjang=22.00mTebal=0.40mVolume=96.80m34URUG PASIR BAWAH LANTAI TB=5 CMLebar=11.00mPanjang=22.00mTebal=0.05mVolume=12.10m35URUG PASIR BAWAH PONDASI DAN SLOOF TB=5 CMDibawah pondasi ;Lebar=1.60mTebal=0.05mJumlah=24.00ttkVolume=3.07m3Dibawah sloof ;Lebar=0.30mPanjang=124.00mTebal=0.05mVolume1.86m3Volume Total=4.93m3B.PEKERJAAN PONDASI1. PONDASI TAPAK (1,5x1,5x0,2)Volume=0.45m3Jumlah=24.00ttkVolume Total=10.80m32. KOLOM PEDESTAL (30X30)Tinggi=2.20mDimensi=0.09m2Jumlah=24.00ttkVolume Total=4.75m33. SLOOF 20/30Panjang=114.90m'Volume=6.89m34. PLASTIK SHEETLebar=11.00mPanjang=22.00mVolume=242.00m2C.PEKERJAAN KONSTRUKSI BETONC.1Lantai 1 (Elevasi 0,00 ~ +4,00)1. KOLOM 30X30Tinggi=4.00mLuas=0.09m2Jumlah=24.00ttkVolume=8.64m32. BALOK 30/40Panjang arah x=70.30m'b=0.30mh=0.40mVolume=8.44m33. BALOK 20/30Panjang arah y=41.20m'b=0.20mh=0.30mVolume=2.47m34. PELAT TB=12 CMLuasBlok I=12.00m2Jumlah=10.00blok=120.00m2Blok II=4.00m2Jumlah=1.00blok=4.00m2Blok III=8.00m2Jumlah=1.00blok=8.00m2Jumlah luasan=132.00m2Tebal=0.12mVolume=15.84m35. CANOPY TB=10 CMDepan ;Panjang=12.00mLebar=0.70m=8.40m2Belakang ;Panjang=4.00mLebar=0.70m=2.80m2Jumlah luasan=11.20m2Tebal=0.08mVolume=0.90m36. RABAT BETON TB=6 CMPanjang=58.00mLebar=1.00mTebal=0.06mVolume=3.48m3C.2Lantai 2 (Elevasi 0,00 ~ +4,00)1. KOLOM 30X30Tinggi=4.00mLuas=0.09m2Jumlah=24.00ttkVolume=8.64m32. DAKDepan ;Lebar=2.00mPanjang=20.00m=40.00m2Belakang ;Lebar=1.20mpanjang=20.00m=48.00m2Jumlah Luas=88.00m2Volume=8.80m33. LISPLANK BETONPanjang=56.00m'Tinggi=0.30m'Tebal=0.08mVolume=1.34m34. RINGBALKPanjang arah x=0.80mPanjang arah y=38.00m'Jumlah=10.00m'48.00m'Volume=2.88m3151413121110929. Plat beton tangga83.47Volume Lantai dasar=6.44m365Panjang=4.00mTinggi=2.00m4=4.47m321Optrede=0.30mAntrede=0.20m=0.36mPanjang plat=8.94mAnak tangga=0.03m2Lebar=1.00mLebar=1.00mTebal=0.12mJumlah=15.00bhVolume plat=1.07m3Volume Anak Tangga=0.45m3Jumlah=2.15m3III. PEKERJAAN ARSITEKTUR2. Pas. DindingPlesteran dan AcianLANTAI 1Tinggi=3.88mPanjang arah x=64.00m'Panjang arah y=29.00m'Jumlah=93.00m'Volume Lantai dasar=360.84m2AREA KUSENJ2=2.88m2x5.00=14.40m2BV=0.28m2x4.00=1.12m2PVC=1.60m2x4.00=6.40m2P1=2.16m2x2.00=4.32m2P2=4.32m2x1.00=4.32m2Kaca Depan=13.69m2x2.00=27.38m2Jumlah=57.94m2Volume Lantai dasar dikurangi vol dinding=302.90m2=605.8m2LANTAI 2Tinggi=3.88mPanjang arah x=48.00m'Panjang arah y=18.00m'Jumlah=66.00m'Tinggi=0.80mPanjang arah x=38.00m'Panjang arah y=10.00m'Jumlah=48.00m'Volume Lantai 2=114.00m2AREA KUSENJ2=2.88m2x10.00=28.80m2Kaca 50x50=1.85m2x5.00=9.25m2Kaca Depan=13.69m2x2.00=27.38m2Jumlah=65.43m2Volume Lantai dasar dikurangi vol dinding=48.57m2=97.14m210. PARTISI GYPSUMDinding Gypsum;Panjang=12.00m'Tinggi=4.00mVolume=48.00m2Area Kusen;P2=4.32m2x2.00=8.64m2Volume dinding partisi dikurangi kusen=39.36m2PEKERJAAN LANTAI DAN DINDING1. Pekerjaan Lantai keramik 60x60LANTAI 1Teras depan=12.00m2Bangunan dalam=192.00m2Tangga ;Jumlah anak tangga=15.00anak tanggalebar=1.00mOptrade=4.50m2Antrede=3.00m2Bordes=2.00m2Jumlah=9.50m2Pengurangan ;Toilet & Tangga=32.67m2Volume Lantai 1=180.83m2LANTAI 2Teras depan=-m2Bangunan dalam=192.00m2Tangga ;Jumlah anak tangga=15.00anak tanggalebar=1.00mOptrade=4.50m2Antrede=3.00m2Bordes=2.00m2Jumlah=9.50m2Pengurangan ;Toilet & Tangga=32.67m2Volume Lantai 2=168.83m2Volume Lantai 3=168.83m2Volume Lantai 4=168.83m2PAS. PLINT KERAMIKVolume Lantai 1=10.80m2Volume Lantai 2=10.80m2Volume Lantai 3=10.80m2Volume Lantai 4=10.80m2PAS. LANTAI KERAMIK KAMAR MANDIVolume Lantai 1=9.72m2Volume Lantai 2=9.72m2Volume Lantai 3=9.72m2Volume Lantai 4=9.72m2PAS. KERAMIK DINDING KM/WC 20x25LANTAI 1Tinggi=1.25panjang=6.00m'luas=7.50m2-1.13=6.38m2Volume Lantai 1=30.00m2PEKERJAAN KUSENPintu Lantai 1 = 2 = 3 = 4=1.00unitJendela Lantai 2 = 3 = 4=12.00unitRolling Dor=3.00unit(2,5*2,5)PEKERJAAN PLAFONLANTAI 1Volume Lantai 1=-m2LIST PLAFONDPanjang Lantai 1=161.15m'Panjang Lantai 2=161.15m'Panjang Lantai 3=161.15m'Panjang Lantai 4=161.15m'PEKERJAAN ATAPPanjang=7.00mPanjang miring=3.93mx

Sheet1Pondasi Poer Plat ad. 1:2:3 (100x100x50)1 M3 PEMBESIANAtas=d12 - 14Bawah=d16 - 141 m3 beton plattebal=0.50mlebar=1.00mPanjang=2.00mCheck=1.00m3arah lebar ;Bawah D16 ;panjang=1.85m'x1.05=1.94m'jumlah=15.29bhx1.94=29.69m'=46.91kgAtas D12 ;panjang=0.95m'x1.05=1.00m'jumlah=15.29bhx1.00=15.25m'=13.57kgarah memanjang ;Bawah D16 ;panjang=2.85m'x1.05=2.99m'jumlah=8.14bhx2.99=24.37m'=38.50kgAtas D12 ;panjang=1.95m'x1.05=2.05m'jumlah=8.14bhx2.05=16.67m'=14.84kgJumlah D16=85.41kgJumlah D12=28.41kgJumlah=113.82kg1 M3 BEKISTING DENGAN PAPAN-Papan (dihitung 2 x pakai) 75 %=-Kaso 5/7 BS (dihitung 2x pakai) 50 %jumlah=28.00bhpanjang=8.40m'+0.000m'=8.40m'=0.01m3=1.05btng-Paku 1 - 32.08kgkgPondasi Poer Plat ad. 1:2:3 (80x80x50)1 M3 PEMBESIANAtas=d12 - 15Bawah=d16 - 151 m3 beton plattebal=0.50mlebar=1.00mPanjang=2.00mCheck=1.00m3arah lebar ;Bawah D16 ;panjang=1.85m'x1.05=1.94m'jumlah=15.29bhx1.94=29.69m'=46.91kgAtas D12 ;panjang=0.95m'x1.05=1.00m'jumlah=15.29bhx1.00=15.25m'=13.57kgarah memanjang ;Bawah D16 ;panjang=2.85m'x1.05=2.99m'jumlah=8.14bhx2.99=24.37m'=38.50kgAtas D12 ;panjang=1.95m'x1.05=2.05m'jumlah=8.14bhx2.05=16.67m'=14.84kgJumlah D16=85.41kgJumlah D12=28.41kgJumlah=113.82kg1 M3 BEKISTING DENGAN PAPAN-Papan (dihitung 2 x pakai) 75 %=-Kaso 5/7 BS (dihitung 2x pakai) 50 %jumlah=28.00bhpanjang=8.40m'+0.000m'=8.40m'=0.01m3=1.05btng-Paku 1 - 32.08kgkgPembuatan Sloof Beton 20/40 ad. 1:2:31 M3 PEMBESIAN-Besi utama ;Atas=3d16Tengah=0d12Bawah=3d16Ring ;d8-151 m3 beton sloof 20/40Panjang=12.50m'Vol=1.00m3Dlm 1 m3 beton sloof, jml besi utama ;D16=75.00m'x1.05=78.75m'=124.42kg=6.563btngD12=- 0m'x1.05=- 0m'=- 0kg=Dlm 1 m3 beton sloof, jml besi ring ;panjang ring=1.05m'x1.00=1.05m'Jumlah ring=63.50bh'x1.05=66.67m'=24.67kgJumlah=149.09kg1 M3 BEKISTING DENGAN MULTIPLEK-Multiplek (dihitung 2 x pakai) 50 %5.00m2-Kaso 5/7 BS (dihitung 2x pakai) 50 %jumlah=26.00bhpanjang=15.60m'+50.00m'=65.60m'=0.11m3=8.20btng-Paku 1 - 3=2.08kgPembuatan sloof beton 15/20 ad. 1:2:31 M3 PEMBESIAN-Besi utama ;Atas=2d12Tengah=--Bawah=2d12Ring ;d8-151 m3 beton sloof 15/20Panjang=33.33m'Vol=1.00m3Dlm 1 m3 beton sloof, jml besi utama ;D12=133.33m'x1.02=136.00m'=121.04kgDlm 1 m3 beton sloof, jml besi ring ;panjang ring=0.50m'x1.02=0.51m'Jumlah ring=167.67bh'x0.51=85.51m'=31.64kgJumlah=152.68kg1 M3 BEKISTING DENGAN MULTIPLEK-Multiplek (dihitung 2 x pakai) 50 %8.33m2Kaso 5/7 BS (dihitung 2x pakai) 50 %jumlah=134.33bhpanjang=53.73m'+133.33m'=187.07m'=0.33m3=23.38btngPaku 1 - 32.08kgPembuatan kolom 40x40 ad. 1:2:3 lantai 11 M3 PEMBESIAN-Besi utama ;Atas=4d16Tengah=4d16Bawah=4d16Ring ;d8-151 m3 beton kolom 40/40Panjang=6.25m'Vol=1.00m3Dlm 1 m3 beton sloof, jml besi utama ;D16=75.00m'x1.05=78.75m'=124.42kgDlm 1 m3 beton sloof, jml besi ring ;panjang ring=1.40m'x1.05=1.47m'Jumlah ring=42.67bh'x1.47=62.72m'=23.21kgJumlah=147.63kg1 M3 BEKISTING DENGAN MULTIPLEKMultiplek (dihitung 2 x pakai) 50 %5.00m2Kaso 5/7 BS (dihitung 2x pakai) 50 %jumlah=26.00bhpanjang=36.40m'+50.00m'=86.40m'=0.15m3=10.80btngPaku 1 - 32.08kgPembuatan kolom 35x35 ad. 1:2:3 lantai 11 M3 PEMBESIAN-Besi utama ;Atas=4d16Tengah=2d16Bawah=4d16Ring ;d8-151 m3 beton kolom 35/35Panjang=8.16m'Vol=1.00m3Dlm 1 m3 beton sloof, jml besi utama ;D16=81.63m'x1.05=85.71m'=135.43kgDlm 1 m3 beton sloof, jml besi ring ;panjang ring=1.20m'x1.05=1.26m'Jumlah ring=55.42bh'x1.26=69.83m'=25.84kgJumlah=161.27kg1 M3 BEKISTING DENGAN MULTIPLEKMultiplek (dihitung 2 x pakai) 50 %5.71m2Kaso 5/7 BS (dihitung 2x pakai) 50 %jumlah=33.65bhpanjang=47.11m'+65.31m'=112.42m'=0.20m3=14.05btngPaku 1 - 32.08kgPembuatan kolom 30x30 ad. 1:2:3 lantai 2 = lantai 31 M3 PEMBESIAN-Besi utama ;Atas=3d16Tengah=2d16Bawah=3d16Ring ;d8-151 m3 beton kolom 30/30Panjang=11.11m'Vol=1.00m3Dlm 1 m3 beton sloof, jml besi utama ;D16=88.89m'x1.05=93.33m'=147.47kgDlm 1 m3 beton sloof, jml besi ring d8 ;panjang ring=1.05m'x1.00=1.05m'Jumlah ring=75.07bh'x1.05=78.83m'=29.17kgJumlah=176.63kg1 M BEKISTING DENGAN MULTIPLEKMultiplek (dihitung 2 x pakai) 50 %6.67m2Kaso 5/7 BS (dihitung 2x pakai) 50 %jumlah=45.44bhpanjang=54.53m'+88.89m'=143.42m'=0.25m3=17.93btngPaku 1 - 32.08kgPembuatan kolom 15x15 ad. 1:2:3 lantai 31 M3 PEMBESIAN-Besi utama ;Atas=2d10Tengah=Bawah=2d10Ring ;d8-151 m3 beton kolom 15/15Panjang=44.44m'Vol=1.00m3Dlm 1 m3 beton sloof, jml besi utama ;D10=177.78m'x1.05=186.67m'=115.73kgDlm 1 m3 beton sloof, jml besi ring d8 ;panjang ring=0.45m'x1=0.45m'Jumlah ring=297.30bh'x0.45=133.78m'=49.50kgJumlah=165.23kg1 M BEKISTING DENGAN MULTIPLEKMultiplek (dihitung 4 x pakai) 25 %3.33m2Kaso 5/7 BS (dihitung 2x pakai) 50 %jumlah=178.78bhpanjang=214.53m'+355.56m'=570.09m'=1.00m3=71.26btngPaku 1 - 32.08kgPembuatan balok Induk 25x45 ad. 1:2:31 M3 PEMBESIAN-Besi utama ;Atas=5d16Tengah=2d12Bawah=3d16Ring ;d8-15Panjang=8.89m'Vol=1.00m3Dlm 1 m3 beton sloof, jml besi utama ;11.25D16=71.11m'x1.05=74.67m'=117.97kgD12=17.78m'x1.05=18.67m'=16.61kgDlm 1 m3 beton sloof, jml besi ring ;panjang ring=1.25m'x1.00=1.25m'Jumlah ring=51.79bh'x1.25=64.74m'=23.95kgJumlah=158.54kg1 M3 BEKISTING DENGAN MULTIPLEK-Multiplek (dihitung 2 x pakai) 50 %5.11m2-Kaso 5/7 BS (dihitung 2x pakai) 50 %jumlah=36.56bhpanjang=31.44m'+53.33m'=84.77m'=0.15m3=10.60btng-Paku 1 - 32.08kgPembuatan balok 20x30 ad. 1:2:31 M3 PEMBESIAN-Besi utama ;Atas=3d16Tengah=Bawah=2d16Ring ;d8-151 m3 beton kolom 30/60Panjang=16.67m'Vol=1.00m3Dlm 1 m3 beton sloof, jml besi utama ;D16=83.33m'x1.05=87.50m'=138.25kgD12=- 0m'x1.05=- 0m'=- 0kgDlm 1 m3 beton sloof, jml besi ring ;panjang ring=0.70m'x1.05=0.74m'Jumlah ring=112.11bh'x0.74=82.40m'=30.49kgJumlah=168.74kg1 M3 BEKISTING DENGAN MULTIPLEK-Multiplek (dihitung 2 x pakai) 50 %6.67m2-Kaso 5/7 BS (dihitung 2x pakai) 50 %jumlah=67.67bhpanjang=85.26m'+6.00m'=91.26m'=0.16m3=11.41btng-Paku 1 - 32.08kgPembuatan ring balok 15/20 ad. 1:2:31 M3 PEMBESIAN-Besi utama ;Atas=2d12Tengah=--Bawah=2d12Ring ;d8-151 m3 beton ;Panjang=33.33m'Vol=1.00m3Dlm 1 m3 beton jml besi utama ;D12=133.33m'x1.05=140.000m'=124.60kgDlm 1 m3 beton jml besi ring ;panjang ring=0.50m'x1.05=0.525m'Jumlah ring=191.48bh'x0.525=100.525m'=37.19kgJumlah=161.79kg1 M3 BEKISTING DENGAN MULTIPLEK-Multiplek (dihitung 2 x pakai) 50 %=6.667m2-Kaso 5/7 BS (dihitung 2x pakai) 50 %jumlah=134.333bhpanjang=53.733m'+133.333m'=187.067m'=0.327m3=23.38btng-Paku 1 - 32.08kgPembuatan plat lantai ad. 1:2:3, tb = 12 cm-BesiAtas=d8 - 15Rata-rata antara jarak 10 cm s.d 15 cmBawah=d8 - 151 m3 beton plattebal=0.12mlebar=1.00mPanjang=8.33mCheck=1.00m3arah lebarpanjang=1.00m'x1.00=1.00m'jumlah=56.56bhx1.00=56.56m'=20.93kgx1=20.93arah memanjangpanjang=8.33m'x1.00=8.33m'jumlah=7.67bhx8.33=63.89m'=23.64kgx1=23.64Jumlah=44.5644.56kg1 M3 BEKISTING DENGAN MULTIPLEK-Multiplek (dihitung 2 x pakai) 50 %4.17m2-Kaso 5/7 BS (dihitung 2x pakai) 50 %0.10m3-Kayu gelam50.00btg-Paku 1 - 34.00kgPembuatan plat lantai ad. 1:2:3, tb = 10 cm-BesiAtas=d8 - 15Bawah=d8 - 151 m3 beton plattebal=0.10mlebar=1.00mPanjang=10.00mCheck=1.00m3arah lebarpanjang=1.00m'x1.00=1.00m'jumlah=67.67bhx1.00=67.67m'=25.04kgarah memanjangpanjang=10.00m'x1.00=10.00m'jumlah=7.67bhx10.00=76.67m'=28.37kgJumlah=53.40kgx1=53.40kg1 M3 BEKISTING DENGAN MULTIPLEK-Multiplek (dihitung 2 x pakai) 50 %5.00m2-Kaso 5/7 BS (dihitung 2x pakai) 50 %0.10m3-Kayu gelam50.00btg-Paku 1 - 34.00kgPembuatan plat pet 8/30 ad. 1:2:31 M3 PEMBESIAN1 m3 beton plattebal=0.08mlebar=0.30md8-15Panjang=41.67md8-15Check=1.00m3arah lebar ; d8panjang=0.30m'x1.05=0.32m'jumlah=278.78bhx0.32=87.82m'=32.49kgarah memanjang ; d8panjang=41.67m'x1.05=43.75m'jumlah=3.00bhx43.75=131.25m'=48.56kgJumlah=81.05kg1 M3 BEKISTING DENGAN MULTIPLEK-Multiplek (dihitung 2 x pakai) 75 %=12.50m2-Kaso 5/7 BS (dihitung 2x pakai) 50 %0.10m3-Kayu gelam50.00btg-Paku 1 - 34.00kgPembuatan plat tangga ad. 1:2:31 M3 PEMBESIAN1 m3 beton plattebal=0.120mlebar=1mPanjang=8.333mCheck=1m3arah lebar bawah, d8panjang=2.04m'x1.05=2.14m'jumlah=42.67bhx2.14=91.39m'=33.82kgarah memanjang bawah, d12panjang=16.71m'x1.05=17.54m'jumlah=6.00bhx17.54=105.25m'=93.67kgJumlah=127.49kg1 M3 BEKISTING DENGAN MULTIPLEK-Multiplek (dihitung 2 x pakai) 75 %=4.17m2-Kaso 5/7 BS (dihitung 2x pakai) 50 %0.10m3-Kayu gelam50.00btg-Paku 1 - 34.00kg

RekapREKAPITULASI ANGGARAN BIAYAPEKERJAAN PEMBANGUNAN LABORATURIUM KOMPUTERIPB DARMAGA BOGORNo.URAIAN PEKERJAANJUMLAH HARGA (Rp)A.STANDARI.PEKERJAAN PERSIAPANRp 27,511,680.00II.PEKERJAAN STRUKTURRp 389,641,377.44APEK. TANAHRp 5,642,928.56BPEK. PONDASIRp 89,350,012.60CPEK. KONSTRUKSI BETONRp 294,648,436.28III.PEKERJAAN ARSITEKTURRp 338,971,497.90APEK. DINDINGRp 113,027,992.10BPEK. LANTAIRp 36,722,310.00CPEK. KUSEN LENGKAPRp 72,175,150.00DPEK. PENUTUP ATAPRp 66,000,714.00EPEK. PLAFONDRp 27,058,392.00FPEK. SANITAIRRp 2,604,500.00GPEK. PENGECATANRp 21,382,439.80IV.PEKERJAAN MEKANIKALRp 42,863,606.00APEK. INSTALASI PLAMBINGRp 42,863,606.00V.PEKERJAAN ELEKTRIKALRp 58,234,780.00APEK. LISTRIKRp 48,584,780.00BPEK. PENANGKAL PETIRRp 9,650,000.00SUB TOTAL:Rp 857,222,941.34PPN 10%:Rp 85,722,294.13TOTAL:Rp 942,945,235.48DIBULATKAN:Rp 942,900,000.00B.NON STANDARITATA SUARA3%xRp 857,222,941.34Rp 25,716,688.24IITATA UDARA10%xRp 857,222,941.34Rp 85,722,294.13IIIPENINGKATAN MUTU10%xRp 857,222,941.34Rp 85,722,294.13IVTELEPON & PABX4%xRp 857,222,941.34Rp 34,288,917.65VSARANA & PRASARANA LINGKUNGAN2%xRp 857,222,941.34Rp 17,144,458.83SUB TOTAL:Rp 248,594,652.99PPN 10%:Rp 24,859,465.30TOTAL:Rp 273,454,118.29DIBULATKAN:Rp 273,400,000.00TOTALRp 1,216,300,000.00TERBILANG: Satu milyar dua ratus enam belas juta tiga ratus ribu rupiah

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Sipil & arsRENCANA ANGGARAN BIAYAPEKERJAAN PEMBANGUNAN LABORATURIUM KOMPUTERIPB DARMAGA BOGOR0.00%plat S2+30.10plat S10.12pa (luas penampang)k1k2nvol0.2220.3950.6200.8881.0401.5802.2303.850bks (m2/m3)berat besi (kg/m3)finishing canopy/unitNo.PEKERJAANSAT.VOLUMEHARGA SAT. (Rp)JUMLAH HARGA (Rp)bksntskngd.6d.8d.10d.12D.13D.16D.19D.25I.PEKERJAAN PERSIAPAN1BouwplankM'112.0038,370.004,297,440.002Pagar sementara seng gelombang T. 2 mM'168.00138,180.0023,214,240.00Sub Total I.27,511,680.00II.PEKERJAAN STRUKTURAPEK. TANAH1Galian tanah pondasi tapakm3132.1014,200.001,875,763.202.000- 02Galian tanah sloofm311.1614,200.00158,472.000.500- 03Urug tanah peil lantai padatm396.806,800.00658,240.004Urug pasir bawah lantai t. 5 cmm312.10173,230.002,096,083.005Urug pasir bawah pondasi & sloof t. 5 cmm34.93173,230.00854,370.360.050- 0Jumlah A5,642,928.56BPEK. PONDASI1Pondasi Tapak 1,5x1,5m310.803,220,940.0034,786,152.000.302.2542.0028.3557.8867.792.67125.682Kolom Pedestal 30x30m34.755,124,050.0024,349,485.603Sloof 20/30m36.894,312,500.0029,730,375.00320.500.060.601.001.0019.2339.50104.0010.00143.504Plastic sheetm2242.002,000.00484,000.000.51.00--Jumlah B89,350,012.60CPEK. KONSTRUKSI BETONC.1Lantai 1 (Elevasi 0,00 ~ +4,00)1Kolom 30x30m38.645,124,050.0044,271,792.006.000.091.201.2056.0030.2431.60140.4413.33172.042Balok :Balok 20x40m38.444,483,280.0037,820,950.0824.000.080.761.201.9235.55118.509.50154.05Balok 20x30m32.474,305,970.0010,644,357.8431.600.060.561.001.9039.50105.339.33144.833Plat lantai t. 12 cm (M6 - 1,5 lps)m315.842,335,460.0036,993,686.400.12506.0060.728.338.334Canopy tb. 8 cmm30.904,511,030.004,041,882.881.850.091.151.7018.003.0017.5681.9839.4712.78139.003.2655Rabat beton t. 6 cmm23.4876,120.00264,897.60--4.6286Tangga :Plat tanggam34.234,538,340.0019,209,885.551.430.742.002.1215.8082.8897.073.11195.75Plat bordesm31.374,608,450.006,290,534.250.154.551.000.6882.8897.076.67179.95Balok bordes (20x30)m30.424,627,770.001,943,663.403.500.060.801.001.000.2139.50104.0013.33143.50161,481,650.00C.2Lantai 2 (Elevasi +4,00 ~ +8,00)1Kolom 30x30m38.644,559,260.0039,392,006.40-0.091.201.2046.00-31.60105.3313.33136.932BalokBalok (20x40)m38.444,495,710.0037,925,809.5616.000.080.761.201.2835.55118.509.50154.05Balok (20x30)m32.475,230,810.0012,930,562.328.000.060.561.000.4839.50158.009.33197.503Plat lantai dak 10 cm (M6 - 1,5 lps)m38.802,621,550.0023,069,640.000.1084.008.4010.0010.003Ringbalk 20/30m32.885,230,810.0015,064,732.804Lisplank beton 8/30m31.343,559,550.004,784,035.20133,166,786.28Jumlah C294,648,436.28Sub Total II.389,641,377.44III.PEKERJAAN ARSITEKTURAPEK. DINDINGA.1Lantai 1 (Elevasi 0,00 ~ +4,00)1Dinding hebel t 10 cm + MU 380m2302.9099,070.0030,008,303.002Plesteran dinding MU 100 t. 10 mmm2605.8036,140.0021,893,612.003Acian MU 200 t. 3 mmm2605.8017,060.0010,334,948.00MU 2004Keramik dinding 20/25 warna mudam230.00102,960.003,088,800.005Kolom Praktis 10x10m'64.0083,000.005,312,000.000.010.792.480.206Ring balok 10x15m'72.0077,820.005,603,040.007Balok lintel 10x15m'40.0077,820.003,112,800.000.561.580.308Finishing kolom (acian MU 200)m296.0017,060.001,637,760.009Finishing canopy (acian MU 200)m211.2017,060.00191,072.0010Partisi gypsumboard ex Elephant 9mm 2 mukaluasanncatlist& rangka metak stud 64 t. 85 mmm239.36110,110.004,333,929.60partisiplafond11Reiling tangga besi hollowm214.62400,000.005,849,600.00-91,365,864.60--A.2Lantai 2 (Elevasi +4,00 ~ +8,00)1Dinding hebel t 10 cm + MU 380m248.57100,210.004,867,199.702Plesteran dinding MU 100 t. 10 mmm297.1437,330.003,626,236.203Acian MU 200 t. 3 mmm297.1417,940.001,742,691.60Keramik dinding 20/25 warna tua0106,890.00-List keramikm'47,170.00-4Balok lintel 10x15m'104.0078,870.008,202,480.005Finishing kolom (acian MU 200)m296.0017,940.001,722,240.006Finishing canopy (acian MU 200)m288.0017,060.001,501,280.0021,662,127.50--Jumlah A113,027,992.10BPEK. LANTAIB.1Lantai 1 (Elevasi 0,00 ~ +4,00)1Screeding t. 2 cm (MU 440)m2148.0044,110.006,528,280.002Keramik 30/30 MU 450 & 408m2148.0098,330.0014,552,840.003Kramik Tanggam27.8098,330.00766,974.004Step Nossingm'19.8040,670.00805,266.005Waterproofing MU 600m211.2582,520.00928,350.0023,581,710.00B.2Lantai 2 (Elevasi +4,00 ~ +8,00)1Keramik 30/30 MU 450 & 408m2132.0099,550.0013,140,600.0013,140,600.00Jumlah B36,722,310.00CPEK. KUSEN LENGKAPm2m2m'm2m'm2bhbhbhsetbhbhm'plitur (m2)pengurangC.1Lantai 1 (Elevasi 0,00 ~ +4,00)bukaanluasanpj ksnd-pkpj d-jdkacakuncieng peng jdgr pgr jdh-angsealentper unittotalddngpartisi1P-1 (PA)unit2.001,359,620.002,719,240.00$ -2.164.326.601.600.361.003.0016.603.206.408.64(4.32)2P-2 (PA)unit2.002,335,690.004,671,380.00$ 24.328.648.803.400.721.006.001.0023.606.8013.608.643PK (PVC)unit4.00650,000.002,600,000.00$ -1.606.40--6.404J2 (JA)unit5.001,576,480.007,882,400.00$ 152.8814.4010.204.202.884.002.002.0037.20--14.405BV (JA)unit4.00344,070.001,376,280.00$ 190.451.803.900.457.80--1.806J1 (Kusen 3,7x3,7)unit2.008,000,000.0016,000,000.00$ 40.280.562.200.284.40--0.5635,249,300.0036.1220.0040.44(4.32)C.2Lantai 2 (Elevasi +4,00 ~ +8,00)1J2 (JA)unit10.001,576,480.0015,764,800.002.8828.8010.20-4.202.88--4.00-2.002.0037.20--28.802BV (JA)unit15.00344,070.005,161,050.000.456.753.90--0.45------7.80--6.753J1 (Kusen 3,7x3,7)unit2.008,000,000.0016,000,000.000.280.562.20--0.28------4.40--0.5636,925,850.0036.11-36.11-Jumlah C72,175,150.00$ -72.2320.0076.55(4.32)DPEK. PENUTUP ATAPD.1Lantai 1 (Elevasi 0,00 ~ +4,00)1Talang tegak d. 6" PVC AW + catm'32.00155,450.004,974,400.002Waterproofing MU 600m211.2582,520.00928,350.003Roofdrain d. 3"bh4.00200,000.00800,000.006,702,750.00D.2Lantai 2 (Elevasi +4,00 ~ +8,00)1Rangka atap baja ringanm2157.20212,200.0033,357,840.002Genteng metal berpasir 41x110 cmm2157.20120,670.0018,969,324.003Nok metal berpasir P.110 cm L.5 cm T.6 cmm'20.0059,660.001,193,200.004Talang tegak d. 6" PVC AW + catm'32.00155,550.004,977,600.005Roofdrainbh4.00200,000.00800,000.0059,297,964.00Jumlah D66,000,714.00EPEK. PLAFONDE.1Lantai 1 (Elevasi 0,00 ~ +4,00)1Plafond gypsum board t. 9 mm rangka besi hollowm2142.0076,160.0010,814,720.002Plafond kalsiboard rangka besi hollowm26.0077,550.00465,300.003Plafond beton expose (finishing)m211.2017,060.00191,072.004List plafond gypsumm'93.0013,700.001,274,100.005List plafond kayum'30.0012,500.00375,000.0013,120,192.00E.2Lantai 2 (Elevasi +4,00 ~ +8,00)1Plafond gypsum board t. 9 mm rangka besi hollowm2148.0076,660.0011,345,680.002Plafond beton expose (finishing)m288.0017,940.001,578,720.003List plafond gypsumm'74.0013,700.001,013,800.0013,938,200.00Jumlah E27,058,392.00FPEK. SANITAIRF.1Lantai 1 (Elevasi 0,00 ~ +4,00)1Closet Jongkok Standar Putih Porseline Totobh5.00304,700.001,523,500.002Wastafel Lengkap TOTO LW 230bh1.001,081,000.001,081,000.00Jumlah F2,604,500.00GPEK. PENGECATANG.1Lantai 1 (Elevasi 0,00 ~ +4,00)1Cat dinding Vinilex (3x)m2605.8015,970.009,674,626.002Cat dinding Partisim278.7215,970.001,257,158.403Plitur daun pintum221.6033,400.00721,440.004Cat Plafond Gypsumm2142.0017,580.002,496,360.005Cat plafond kalsiboard Vinilex (3x)m26.0017,580.00105,480.006Cat plafond beton expose Vinilex (3x)m211.2017,580.00196,896.007Cat list plafond gypsumm'93.005,274.00490,482.008Cat list plafond kayum'30.003,058.0091,740.0015,034,182.40G.2Lantai 2 (Elevasi +4,00 ~ +8,00)1Cat dinding Vinilex (3x)m297.1416,510.001,603,781.402Cat Plafond Gypsumm2148.0018,450.002,730,600.003Cat plafond beton expose Vinilex (3x)m288.0018,450.001,623,600.004Cat list plafond gypsumm'74.005,274.00390,276.006,348,257.40Jumlah G21,382,439.80Sub Total III.338,971,497.90JUMLAH I s/d III756,124,555.34$ 830,000,00073,875,444.66$ 230,861

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MekanikalNo.PEKERJAANSAT.VOLUMEHARGA SAT. (Rp)JML. HARGA (Rp)0.100.10IV.PEKERJAAN MEKANIKALAPEK. INSTALASI PLAMBING$ 1Peralatan utamaa.Jet Pump Kap. 250 W (Sanyo)unit1.003,500,000.003,500,000.00b.Pengeboran + Instalasilot1.005,000,000.005,000,000.00Kedalaman +/- 20 mc.Tanki Atas (Cylinder)unit2.001,250,000.002,500,000.00Kap. 1 m3d.Automatic Water Level Control (Radar)set1.00150,000.00150,000.00e.Biofil BF08lot1.006,050,000.006,050,000.00Jumlah 117,200,000.00$ 2Instalasi2.1Lantai Dasara.Pemipaan Air Bersih- Pipa PVC AWdia. 1"m56.0014,780.00827,680.00dia. 3/4"m6.0010,140.0060,840.00dia. 1/2"m32.007,780.00248,960.00- Fittinglot1.00113,748.00113,748.00- ValvesGate Valve dia. 1"bh2.00100,800.00201,600.00Kran Tembok dia. 1/2"bh4.0075,000.00300,000.00b.Pemipaan Air Kotor, Bekas & Vent- Pipa PVC AWdia. 4"m16.0089,990.001,439,840.00dia. 2"m20.0031,850.00637,000.00dia. 1"m12.0014,780.00177,360.00- Fittinglot1.00225,420.00225,420.00- Floor Drain (FD) SAN EI / Setaradia. 2"bh6.00125,000.00750,000.004,982,448.002.2Lantai Atasa.Pemipaan Air Bersih- Pipa PVC AWdia. 1"m53.0014,780.00783,340.00dia. 3/4"m10.0010,140.00101,400.00dia. 1/2"m56.007,780.00435,680.00- Fittinglot1.00132,042.00132,042.00- ValvesGate Valve dia. 1"bh2.00100,800.00201,600.00b.Pemipaan Air Kotor, Bekas & Vent- Pipa PVC AWdia. 4"m40.0089,990.003,599,600.00dia. 3"m12.0064,320.00771,840.00dia. 2"m16.0031,850.00509,600.00dia. 1"m16.0014,780.00236,480.00- Fittinglot1.00511,752.00511,752.00- Floor Drain (FD)dia. 2"bh6.00125,000.00750,000.00- Clean Out (CO)dia. 2"bh4.0065,000.00260,000.008,293,334.002.3Atapa.Pemipaan Air Hujan- Pipa PVC AWdia. 4"m64.0089,990.005,759,360.00dia. 3"m64.0064,320.004,116,480.00- Fittinglot1.00987,584.00987,584.00- Roof Drain (RD)dia. 4"bh6.0085,000.00510,000.00dia. 3"bh4.0070,000.00280,000.00- Bak KontrolUk. 400x400 mmbh4.00150,000.00600,000.00- Galian dan urugan kembalim'64.002,100.00134,400.0012,387,824.00Jumlah 225,663,606.00JUMLAH IV.42,863,606.00

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Elektrikal0.00No.PEKERJAANSAT.VOLUMEHARGA SAT. (Rp)JML. HARGA (Rp)$ -V.PEKERJAAN ELEKTRIKALAPEK. LISTRIKA.1PANEL PENERANGANunit1.00$ 1MCB 35 A, 3P, 6kA1.0083,000.0083,000.00$ 2MCB 10A, 1P, 4,5kA7.0065,500.00458,500.00$ 3MCB 6A, 1P, 4,5kA7.0065,500.00458,500.00$ 4Lampu Indikator3.0080,000.00240,000.00$ 5Box Panel Plat1.00450,000.00450,000.00$ 6Pentanahan dan Accessories1.002,500,000.002,500,000.004,190,000.00A.2KABEL FEEDER + KABEL BC$ 1Dari kWh Meter PLN ke :Panel Distribusi Daya (PD-D)-NYY 3 x 6 mm2m20.0021,500.00430,000.00430,000.00A.3INSTALASI DAN ARMATURE$ 1Lantai Dasara.Lampu Baret TL-E 20 Wbh28.00279,510.007,826,280.00b.Lampu TL 1 x 36 W V Shapebh18.00247,800.004,460,400.0046.00bhc.Saklar tunggalbh9.0020,870.00187,830.00d.Saklar gandabh23.0023,400.00538,200.00e.Stop Kontakbh16.0020,980.00335,680.00f.Instalasi penerangantitik46.00156,110.007,181,060.00g.Instalasi stop kontaktitik16.00168,530.002,696,480.0023,225,930.00$ 2Lantai Duaa.Lampu Baret TL-E 20 Wbh19.00279,510.005,310,690.00b.Lampu TL 1 x 36 W V Shapebh22.00247,800.005,451,600.0041.00d.Saklar tunggalbh7.0020,870.00146,090.0034.00e.Saklar gandabh17.0023,400.00397,800.00f.Stop Kontakbh16.0020,980.00335,680.00g.Instalasi penerangantitik41.00156,110.006,400,510.00h.Instalasi stop kontaktitik16.00168,530.002,696,480.0020,738,850.0043,964,780.00Jumlah A48,584,780.00BPEK. PENANGKAL PETIR(System Conventional)$ 1Splitzen dia. 1"bh6.00250,000.001,500,000.00Dengan Tiang 1 meter (Pipa Galvanis)Lengkap dengan Peralatan Bantu$ 2Kabel BC 50 mm2 dan Peralatan Bantum80.0065,000.005,200,000.00$ 3Pentanahan lengkap dengan :lot1.002,500,000.002,500,000.00a.Grounding System 1x Cooper Rod 5/8"dengan Panjang 6 meter Maks. 2 Ohmb.Bak Kontrol 40 x 40 x 40 cmc.Material Bantu$ 4Instalasi dan Material Bantulot1.00450,000.00450,000.00Jumlah B9,650,000.00JUMLAH V.58,234,780.00

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HarsatDAFTAR HARGA SATUAN PEKERJAAN$ -KAB. BOGOR TAHUN ANGGARAN 2008No.PEKERJAANHARGA (Rp)A.PEK. SIPIL & ARSITEK1M2Pembersihan lahan5,750.002M'Bouwplank38,370.00M2Pengukuran & bowplank28,440.00M2Kantor sementara dengan lantai plesteran733,360.003M'Pagar proyek138,180.00M'Pagar sementara seng gelombang T. 2 m373,110.004M3Galian tanah max kedalaman 1 m'14,200.005M3Galian tanah max kedalaman 2 m'18,640.00M3Galian tanah max kedalaman 3 m'26,060.006M3Urugan tanah padat (urugan kembali)6,800.007M3Pemadatan tanah17,750.008M3Urugan pasir173,230.000M3Urugan tanah merah17,750.009M3Pondasi batu kosong (anstamping batu)248,940.0010M3Pas. Batu belah 1pc:4ps525,220.0011M3Lantai kerja t. 5 cm/beton tumbuk 1pc:3ps:5kr593,820.0012M2Screeding t. 2 cm (MU 440)44,110.00M2Screeding t. 2 cm (MU 440) (Lt. 2)44,290.0013M3Beton site mix K-175898,720.00M3Beton site mix K-175 (Lt. 2)920,410.00M3Beton site mix K-175 (Lt. 4)931,260.0014M3Beton site mix K-225960,360.00M3Beton site mix K-225 (Lt. 2)982,050.00M3Beton site mix K-225 (Lt. 4)992,890.0015M3Readymix K-225856,050.00M3Readymix K-225 (Lt. 2)864,150.00M3Readymix K-225 (Lt. 4)868,200.0016M3Readymix K-300905,050.00M3Readymix K-300 (Lt. 2)913,150.00M3Readymix K-300 (Lt. 3)915,850.0017KgBesi beton < d 1216,850.00KgBesi beton < d 12 (Lt. 2)16,890.00KgBesi beton < d 12 (Lt. 3)16,910.0018KgBesi beton > D 1317,270.00KgBesi beton > D 13 (Lt. 2)17,310.00KgBesi beton > D 13 (Lt. 3)17,330.0019M2Wire Mesh M-8 (1,5 lapis)137,020.00M2Wire Mesh M-8 (1,5 lapis) (Lt. 2)137,420.0020M2Wire Mesh M-6 (1,5 lapis)77,070.00M2Wire Mesh M-6 (1,5 lapis) (Lt. 2)77,290.0021M2Wire Mesh M-4 (1 lapis)22,760.00M2Wire Mesh M-4 (1 lapis) (Lt. 2)22,830.00M2Wire Mesh M-4 (1 lapis) (Lt. 3)22,850.0022M'Pipa Hitam t. 3,6 mm; D 2" (medium)49,550.0023M'Pipa Hitam t. 3,6 mm; D 2,5" (medium)61,570.0024KgBaja Profil21,430.0025M2Bekisting multiplex 9 mm94,580.00M2Bekisting multiplex 9 mm (Lt. 2)96,680.00M2Bekisting multiplex 9 mm (Lt. 3)97,380.0026M'Sloof praktis 10/15100,280.0027M3Sloof type S-1 20/404,496,360.0028M3Sloof type S-2 20/304,312,500.0029M3Sloof type S-3 20/304,312,500.0030M3Pondasi tapak type P-1 (4,4x2,4)2,872,340.0031M3Pondasi tapak type P-2 (2,4x2,4)3,154,900.0032M3Pondasi tapak type P-3 (2,0x2,0)2,699,550.0033M3Pondasi tapak type P-4 (1,5x1,5)3,220,940.0034M3Pondasi tapak type P-5 (1,0x1,0)4,193,120.0035M2Rabat beton t. 6 cm76,120.00M2Rabat beton t. 8 cm elv -0,05-36M'Kolom Praktis 10x1083,000.00M'Kolom Praktis 10x10 (Lt. 2)83,770.0037M3Kolom K1-1 (40x40)3,614,520.00M3Kolom K1-2 (40x40)3,290,920.0038M3Kolom K2-1 (30x30)5,124,050.00M3Kolom K2-2 (30x30)4,559,260.0039M'Balok lintel 10x1577,820.00M'Balok lintel 10x15 (Lt.2)78,870.0040M3Balok B1 (30x60)4,422,150.0041M3Balok B2 (30x60)2,972,870.0042M3Balok B3 (25x55)4,729,910.0043M3Balok B4 (25x50)4,267,510.0044M3Balok B5 (20x40)5,327,140.0045M3Balok B6 (20x40)4,362,110.0046M3Balok B7 (20x40)4,483,280.0047M3Balok B8 (20x40)4,141,410.0048M3Balok B9 (20x40)3,799,530.0049M3Balok B10 (20x30)4,305,970.00M3Balok B10 (20x30) (Lt. 2)4,318,100.0050M3Balok B11 (20x30 + 8x70)3,149,520.0051M3Balok B12 (20x30)3,682,810.0052M3Balok B13 (25x60) (Lt. 2)3,359,780.0053M3Balok B14 (25x60) (Lt. 2)3,724,860.0054M3Balok B15 (20x40) (Lt. 2)4,495,710.0055M3Balok B16 (20x40) (Lt. 2)4,324,580.0056M3Balok B17 (20x30) (Lt. 2)5,230,810.0057M3Balok B18 (20x30) (Lt. 2)4,774,450.0058M3Balok bordes (20x30)4,627,770.0059M3RB1 (20x25) (Lt. 2)4,787,430.0060M3RB2 (20x25) (Lt. 2)4,442,400.0061M3Plat tangga4,538,340.0062M3Plat bordes4,608,450.0063M3Plat lantai S1 t. 12 cm (M6)2,335,460.00M3Plat lantai S1 t. 12 cm (M6) (Lt. 2)2,362,900.0064M3Plat lantai S2 t. 10 cm (M4)2,078,450.0065M3Plat lantai S3 t. 10 cm (M6)2,621,550.0066M3Plat canopy type A (1,85x0,75x0,08)4,511,030.00M3Plat canopy type A (1,85x0,75x0,08) (Lt. 2)4,565,110.0067M3Plat canopy type B (2,85x0,75x0,08)4,511,030.0068M3Plat canopy type C (0,75x0,75x0,08)4,511,030.00M3Plat canopy type C (0,75x0,75x0,08) (Lt. 2)4,565,110.0069M3Plat canopy type D (3,70x0,75x0,08)4,511,030.00M3Plat canopy type D (3,70x0,75x0,08) (Lt. 2)4,565,110.0070M3Plat canopy type E (1,70x0,40x0,08)2,325,540.00M3Plat canopy type E (1,70x0,40x0,08) (Lt. 2)2,362,650.0071M2Rangka atap baja ringan212,200.0072M2Genteng metal berpasir 41x110 cm119,730.00M2Genteng metal berpasir 41x110 cm (Lt. 2)120,670.0073M'Nok metal berpasir P.110 cm L.5 cm T.6 cm58,320.00M'Nok metal berpasir P.110 cm L.5 cm T.6 cm (Lt. 2)59,660.0074M2Plafond gypsum board t. 9 mm rangka besi hollow76,160.00M2Plafond gypsum board t. 9 mm rangka besi hollow (Lt. 2)76,660.0075M2Plafond kalsiboard rangka besi hollow77,550.00M2Plafond kalsiboard rangka besi hollow (Lt. 2)78,040.00M2Plafond gyptile176,360.00M2Plafond gyptile (Lt. 2)178,620.0076M2Keramik 20/20 MU 450 & 408 (Lt. 1)90,530.00M2Keramik 20/20 MU 450 & 408 (Lt. 2)91,750.00M2Keramik 20/20 MU 450 & 408 (Lt. 3)92,150.0077M2Keramik dinding 20/25 warna muda102,960.00M2Keramik dinding 20/25 warna muda (Lt. 2)105,090.00M2Keramik dinding 20/25 warna muda (Lt. 3)105,800.0078M2Keramik dinding 20/25 warna tua104,760.00M2Keramik dinding 20/25 warna tua (Lt. 2)106,890.00M2Keramik dinding 20/25 warna tua (Lt. 3)107,600.0079M2Keramik 30/30 MU 450 & 408 (Lt. 1)98,330.00M2Keramik 30/30 MU 450 & 408 (Lt. 2)99,550.00M2Keramik 30/30 MU 450 & 408 (Lt. 3)99,950.0080M2Pas. Batako PC pres 10x20x40 ad 1:463,660.000M2Pas. 1/2 bata merah 1pc:3ps87,590.00M2Pas. 1/2 Bata merah 1pc:3ps (Lt. 2)88,930.00M2Pas. 1/2 bata merah 1pc:3ps (Lt. 3)89,380.000M2Pas. 1/2 bata merah 1pc:5ps82,950.00M2Pas. 1/2 bata merah 1pc:5ps (Lt. 2)84,290.00M2Pas. 1/2 bata merah 1pc:5ps (Lt. 3)84,740.0081M2Dinding hebel t 10 cm + MU 38099,070.00M2Dinding hebel t 10 cm + MU 380 (Lt. 2)100,210.00M2Dinding hebel t 10 cm + MU 380 (Lt. 3)100,590.0082M2Plesteran dinding MU 100 t. 10 mm36,140.00M2Plesteran dinding MU 100 t. 10 mm (Lt. 2)37,330.00M2Plesteran dinding MU 100 t. 10 mm (Lt. 3)37,720.0083M2Acian MU 200 t. 3 mm17,060.00M2Acian MU 200 t. 3 mm (Lt. 2)17,940.00M2Acian MU 200 t. 3 mm (Lt. 3)18,230.0084M2Waterproofing MU 60082,520.00M2Waterproofing MU 600 (Lt. 2)83,710.00M2Waterproofing MU 600 (Lt. 3)84,110.0085M2Pengecatan dinding Cat Vinilex15,970.00M2Pengecatan dinding Cat Vinilex (Lt. 2)16,510.00M2Pengecatan dinding Cat Vinilex (Lt. 3)16,690.0086M2Pengecatan plafond (3x) Cat Vinilex17,580.00M2Pengecatan plafond (3x) Cat Vinilex (Lt. 2)18,450.00M2Pengecatan plafond (3x) Cat Vinilex (Lt. 3)18,750.0087M2Pengecatan kayu (3x) berikut meni30,580.00M2Pengecatan kayu (3x) berikut meni (Lt. 2)31,180.00M2Pengecatan kayu (3x) berikut meni (Lt. 3)31,380.0088M2Pelaburan Bidang Kayu dengan Politur33,400.00M2Pelaburan Bidang Kayu dengan Politur (Lt. 2)33,690.0089M2Pengecatan meni besi10,690.0090M2Pengecatan besi44,480.00M2Pengecatan besi (Lt. 2)46,420.00M'Listplank + Talang metal 30/30 (Lt. 1)227,030.00M'Listplank + Talang metal 30/30 (Lt. 2)229,470.00M'Listplank + Talang metal 30/30 (Lt. 3)230,280.0091M'Listplank metal 30 cm (Lt. 2)114,730.00M'Listplank GRC T. 12 mm L. 30 cm50,730.0092UnP-1 (PA)1,359,620.0093UnP-1' (PA)1,137,230.0094UnP-2 (PA)2,335,690.0095UnJ1 (JA)1,005,960.0096UnJ2 (JA)1,576,480.0097UnBV (JA)344,070.0098UnBV-1 (JA)197,210.00M'Meja beton lapis keramik 20x20232,030.00B.PEK. MEKANIKAL11 M Pas. Pipa PVC d. 1/2" (AW) Wavin7,780.00-21 M Pas. Pipa PVC d. 3/4" (AW) Wavin10,140.00-31 M Pas. Pipa PVC d. 1" (AW) Wavin14,780.00-51 M Pas. Pipa PVC d. 1 1/2" (AW) Wavin23,730.0061 M Pas. Pipa PVC d. 2" (AW) Wavin31,850.0071 M Pas. Pipa PVC d. 2 1/2" (AW) Wavin46,680.0081 M Pas. Pipa PVC d. 3" (AW) Wavin64,320.0091 M Pas. Pipa PVC d. 4" (AW) Wavin89,990.00C.PEK. ELEKTRIKAL11 Ttk Pas. Instalasi penerangan156,110.00-21 Ttk Pas. Instalasi stop kontak168,530.00-31 Ttk Stop Kontak20,980.00-41 Ttk Saklar tunggal20,870.00-51 Ttk Saklar ganda23,400.00-61 Bh TL 2 x 36 W V Shape398,930.00-71 Bh Lampu Baret TL-E 20 W279,510.00-81 Bh Dwn Light PCL 13 W235,040.00

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H_bahanDINAS CIPTA KARYA-$ -KABUPATEN BOGOR2,090,514,144.64-DAFTAR HARGA MATERIAL1.00pengaliTAHUN ANGARAN 20081.00pembulatan1.10keuntungan$ -cross cekNo.BAHAN BANGUNANHARGA SATUAN (Rp)SATUAN1.21ppn + keuntungan1Atap :Genteng metal berpasir 41x110 cm99,900.00m2$ 95,400jurnal; hal 121Genteng metal berpasir Primaroof 41x110 cm$ 135,000Nok metal berpasir P.110 cm L.5 cm T.6 cm42,350.00m'$ 35,000jurnal; hal 121Nok metal berpasir Primaroof P.110 cm L.5 cm T.6 cm$ 80,000Flashing metal 110x10 cm Primaroof45,980.00m'$ 38,000jurnal; hal 123Listplank dan talang Zam t=0,8mm powdercoating200,000.00m'Kalsiplank uk. 3000x300x12 mm58,900.00lbr2Bata, bata ringan, batu & pasir :Bata merah bakar kelas I680.00bh400.00Bata merah bakar kelas II550.00bh350.00Batako 9x19x39 cm / PSPM2,500.00bhHebel t. 10x20x608,590.00bh$ 8,581$ 715,100$ 810,7004,800.00Batu Pecah Mesin 2/3166,200.00m3Batu Pecah Mesin 10-15 cm158,400.00m3105,000.00Batu Belah Pondasi137,600.00m3Batu koral beton kali (sirtu)101,500.00m392,000.00Split pecah mesin 2/3166,200.00m3129,000.00Split pecah mesin 1/2183,400.00m3Pasir beton207,000.00m3$ 135,000120,000.00Pasir pasang197,000.00m3$ 127,000120,000.00Pasir urug136,400.00m3$ 136,400$ 92,00090,000.00Tanah merah59,000.00m3Paving blok 6 cm (1 m2 = 36 Bh) (Abu)33,000.00m235,500.003Besi, kawat & paku :Besi beton U-24 rata-rata KS15,200.00kg4,650.00Besi beton U-39/U-32 rata-rata KS15,600.00kg5,200.00Besi baja17,000.00kgBesi Strip16,000.00kgKawat beton23,500.00kg8,500.00Kawat harmonika15,900.00m2Paku 1 s/d 3 cm21,650.00kg14,000.00Paku 5 s/d 7 cm18,500.00kg7,000.00Paku 8 s/d 12 cm18,500.00kg7,000.00Paku skrup275.00bhPipa hitam D. 2" (medium)205,700.00btgPipa hitam D. 2 1/2" (medium)253,100.00btg4CatCat besi glotex37,150.00kg$ 37,15035,000.00Cat kayu glotex37,150.00kg$ 37,15035,000.00Cat tembok ICI67,560.00kg$ 67,560Cat tembok ICI weathershield67,560.00kg$ 67,560Cat Vinilex18,200.00kg$ 18,2001 pel 20 kg-60 m2$ 320,000$ 16,0000.33325,000.00Cat dasar18,200.00kgDempul kayu cap kucing24,300.00kg$ 24,30012,000.00Plamir tembok12,200.00kgPlamir kayu18,500.00kgPolitur35,100.00LtrPolitur jadi52,900.00LtrMeni kayu/besi25,500.00kg11,300.00Kuas 3"13,600.00bh9,000.00Rol cat tembok27,800.00bh14,150.00Amplas2,600.00lbr1,500.00Terpentin15,600.00lt6,500.00Tiner A20,300.00lt14,000.005Kayu :Kayu balok albasia1,016,750.00m3Kayu papan albasia1,164,000.00m3Kayu balok borneo super3,250,000.00m31,225,000.00Kayu balok kamper medan (kruing)5,169,000.00m31,650,000.00Kayu terentang1,550,000.00m3Dolken Kayu 8-10 / 400 cm20,900.00btgMultiplek 9 mm 120x240134,500.00lbr$ 101,00090,000.00Tripleks Tebal 4 mm Uk. 120 x 24062,000.00lbrTriplex 6 mm 120x24086,600.00lbr$ 75,00050,000.006Keramik :Keramik 20x20 (KM) KW 1 DN Putih Polos50,700.00m240,000.00Keramik 20x25 dinding setara IKAD (Muda)50,500.00m242,500.00Keramik 20x25 dinding setara IKAD (Tua)52,300.00m2Keramik 30x30 KW 1 DN Corak / Warna / Anti Slip58,500.00m248,000.007Kusen alumunium, jendela, pintu & accessories :Kusen alumunium 3" color setara INDAL70,000.00m'Allumunium Profil Daun jendela 3" color71,700.00m'Allumunium Profil Daun Pintu 3" color71,200.00m'Pintu Teakwood Rangkap, Rangka Kayu Kamper Medan323,600.00m2Sealent2,230.00m'Kunci 2 Slaag Lengkap Mayer121,100.00bhGrendel pintu / jendela 5 cm7,500.00bhHak Kait Angin jendela Biasa Goose Bulat11,500.00bhEngsel pintu Cavell (4")29,600.00bhEngsel Jendela Unilon Standar Belluci (Silver)24,200.00bhKaca polos 3 mm50,374.59m2Kaca polos 5 mm69,300.00m28Lem :Lem paralon5,600.00bh7,000.00Lem putih (Fox)26,900.00kg46,600.009ElektrikalStop Kontak Setara Broco15,900.00bhSaklar tunggal Setara Broco16,500.00bhSaklar seri Setara Broco18,500.00bhLampu TL 2 x 36 W V Shape379,940.00bh$ 314,000jurnal; hal. 550Lampu Baret TL-E 20 W266,200.00bh220,000.00jurnal; hal. 550Lampu Dwn Light PCL 13 W223,850.00bh185,000.00jurnal; hal. 550MCCB 160 - 400A, 3p, 45KA6,331,930.005,233,000.00jurnal; hal. 554MCCB 50 - 100A, 3p, 25KA1,645,600.0001,360,000.00jurnal; hal. 553MCCB 50 - 63A A, 3p, 25KA1,645,600.0001,360,000.00jurnal; hal. 553MCCB 65 - 80A, 3p, 25KA1,645,600.0001,360,000.00jurnal; hal. 555MCCB 50 -63A, 3p, 25KA1,645,600.0001,360,000.00jurnal; hal. 555MCCB 25A, 3p, 25KA1,645,600.0001,360,000.00jurnal; hal. 555MCB 32 - 80A, 3p, 25 KA384,780.000318,000.00jurnal; hal. 555MCB 16A, 3p, 10 KA883,300.000730,000.00jurnal; hal. 555MCCB 16A, 1p, 6KA269,830.000223,000.00jurnal; hal. 555MCCB 10A, 1p, 6KA269,830.000223,000.00jurnal; hal. 555Pilot Lamp + Fuse90,750.00075,000.00jurnal; hal. 555Amperemeter292,820.000242,000.00jurnal; hal. 555Voltmeter192,390.000159,000.00jurnal; hal. 555Frekuensi meter941,380.000778,000.00jurnal; hal. 555Power Faktor meter907,500.000750,000.00jurnal; hal. 555Kwh meter 3 Phasa1,028,500.000850,000.00jurnal; hal. 555Box Panel Accssories1,210,000.0001,000,000.00jurnal; hal. 555Pentanahan907,500.000750,000.00jurnal; hal. 555NYY 4 x 16 mm2119,790.00m'99,000.00jurnal; hal. 168BC 16 mm224,200.00m'20,000.00Straight Tray Kabel 300 x 100 mm2181,500.00m'150,000.00Straight Tray Kabel 200 x 100 mm2151,250.00m'125,000.0010Partisi :Gypsumboard ex Elephant 9mm 2 muka +110,110.00m2$ 91,000jurnal; hal. 203rangka Metal Stud 64 t. 85mm (terpasang)11Pipa :Pipa GIP medium A d. 1 1/2"359,200.00bt146,300.00Pipa GIP medium A d. 1 1/4"312,400.00bt126,400.00Pipa GIP medium A d. 1"230,300.00bt99,750.00Pipa GIP medium A d. 1/2"112,700.00bt65,800.00Pipa GIP Medium A d. 2"497,900.00btPipa GIP Medium A d. 2 1/2"633,200.00btPipa GIP medium A d. 3/4"158,000.00bt79,800.00Pipa GIP medium A d. 3"877,900.00btPipa GIP medium A d. 4"1,262,900.00btPipa PVC d. 1 1/2" (AW) Wavin53,900.00bt" (AW) Wavin30,600.00Pipa PVC d. 1 1/4" (AW) Wavin37,800.00bt26,000.00Pipa PVC d. 1" (AW) Wavin26,000.00bt17,300.00Pipa PVC d. 1/2" (AW) Wavin14,100.00bt9,500.00Pipa PVC d. 2 1/2" (AW) Wavin87,600.00bt60,000.00Pipa PVC d. 2" (AW) Wavin52,000.00bt42,500.00Pipa PVC d. 3" (AW) Wavin127,200.00bt82,500.00Pipa PVC d. 3/4" (AW) Wavin19,500.00bt13,500.00Pipa PVC d. 4" (AW) Wavin175,500.00bt135,000.00Pipa PVC d. 5" (AW) Wavin313,100.00btPipa PVC d. 6" (AW) Wavin418,600.00bt12Plastic sheet2,000.00m213Plafond :Gypsum board (120x240x9) mm62,200.00lbrKalsiboard (120x240x6) mm66,000.00lbrJurnal; hal 44Hollow 40x40 jincromate20,200.00btgHollow 20x40 jincromate16,200.00btgPaku skrup370.00bhRamset/dinabolt4,800.00bhCotton plaster10,100.00bhCoumpond64,300.00zakProfil alumunium T7,700.00m'Acustic 60x120x15 mm60,300.00lbrKawat seng polos/hanger188,400.00kgList plafond gypsum13,700.00m'List plafond kayu12,500.00m214Rangka atap baja ringan212,200.00Trusses ZAM-75 t=0.8 Rangka Utama25,000.00m'Trusses ZAM-75 t=0.5 Rangka Utama16,000.00m'Reng 16 - DB Roof Battens t=0.48 mm8,000.00m'Foot Plate t=1.22 mm5,000.00m'PLD - Diafragma Plate1,500.00bhWIND Bracing1,200.00m'Tensioner (Pengaku Tali Angin)5,000.00bhBaut Besar200.00PcsBaut Kecil95.00PcsDynabolt7,500.00Pcs15Readymix :Readymix K-175710,500.00m3Readymix K-225735,000.00m3348,000.00Readymix K-250742,250.00m3Readymix K-300784,000.00m3360,000.0016Semen :PC (50 kg)60,000.00zak$ 60,000$ 36,60030,000.00PC1,200.00kgMU 380 - pas. Bata ringan/10 m2 (40 kg)134,200.00zakbrosurMU 100 - plesteran/2,4 m2 (40 kg)55,000.00zakMU 200 - acian plesteran/20 m2 (40 kg)145,200.00zakMU 440 - perata lantai/1,2 m2 (40 kg)50,600.00zakMU 450 - perekat keramik/8 m2 (40 kg)182,600.00zakMU 400 - perekat keramik dinding/5 m2 (25 kg)126,500.00zakMU 600 - pelapis kedap air/1,5 m2 (3 kg)103,950.00zakMU 408 - pengisi nad/3 m2 (1 kg)10,450.00zak16Sanitair :mtrlukCloset Jongkok Standar Putih Porseline Toto304,700.00Bh$ 229,700$ 75,0001,370,000.00Washtafel TOTO LW 230 lengkap1,081,000.00Bh$ 1,030,920$ 50,000994,000.00Cermin390,000.00Bh$ 380,000$ 10,00088,000.00Urinoar TOTO warna standard lengkap1,837,200.00Bh$ 1,762,200$ 75,000238,000.00Penyekat porslin urinoar TOTO500,900.00Bh$ 475,860$ 25,000165,000.00Kran bebek San-Ei 1/2"152,600.00Bh$ 142,560$ 10,0001,162,000.00Kitchenzink stainless non standard Franke (1 lubang)1,188,900.00Bh$ 1,138,896$ 50,000596,000.0017Seng :Seng BJLS 30 lembar 90 cm ( 1 rol 50 m')25,500.00m'30,000.00Seng gelombang BJLS 30 / 3 x (0.3 mm)60,600.00lbr33,700.00Seng Plat Fumira T. 90 (0.25) / m33,000.00lbr18Solar5,500.00ltr19Sun screen Panellux ex Prometama rangka stringer726,000.00unitzincalum SL-1 (45o) terpasang20Wire mesh (2,10 x 5,4 m) :MK 81,002,650.00lbrMK 7767,580.00lbrMK 6563,970.00lbrMK 5395,450.00lbrMK 4249,810.00lbr

&L &8 f:\&F&R&8Hal. &Pkab bgr juli'08

H_u.kDINAS CIPTA KARYAKABUPATEN BOGORDAFTAR HARGA UPAH1.00jasa konstruksiTAHUN ANGARAN 20081.00pembulatan$ -No.KLASIFIKASI PEKERJAHARGA SATUAN (Rp)SATUAN1Mandor55,000.00orang2Kepala tukang besi beton45,000.00orang3Tukang besi beton terampil40,000.00orang4Tukang besi beton setengah terampil35,000.00orang5Kepala tukang besi profil45,000.00orang6Tukang besi profil terampil40,000.00orang7Kepala tukang batu45,000.00orang8Tukang batu terampil40,000.00orang9Tukang batu setengah terampil35,000.00orang10Kepala tukang kayu45,000.00orang11Tukang kayu terampil40,000.00orang12Tukang kayu setengah terampil35,000.00orang13Kepala tukang cat45,000.00orang14Tukang cat terampil40,000.00orang15Tukang cat setengah terampil35,000.00orang16Pekerja terampil38,500.00orang17Pekerja setengah terampil35,000.00orang18Pekerja30,000.00orang

&L&8 f:\&F&R&8Hal. &P

AnlDINAS CIPTA KARYAKABUPATEN BOGOR1.00pembulatan1.09Lt. 2ANALISA HARGA SATUAN PEKERJAAN$ 0KAB. BOGOR TAHUN ANGGARAN 2008$ 224,865,300$ -0.00Jasa 10%A.PEK. SIPIL & ARSITEK1.00pembulatanNo.URAIAN PEKERJAANVOLUMESAT.HARGA SAT. (Rp)JUMLAH (Rp)REFERENSI1.09Lt. 2 (Koef. U.k bangunan bertingkat)123456 = 3x671.12Lt. 31.14Lt. 411M2Pembersihan lahanA-06 Kab bgr juli'081.16Lt.5Pekerja0.1000orang30,000.003,000.00Mandor0.0500orang55,000.002,750.00Jumlah5,750.00Dibulatkan5,750.0021M'Bouwplankby DCSKayu balok borneo super0.0100m33,250,000.0032,500.00Paku 5 s/d 7 cm0.0390kg18,500.00721.50Ongkos pasang0.1550m'33,221.505,149.33Jumlah38,370.83Dibulatkan38,370.001M2Pengukuran & bowplankA-03 Kab bgr juli'08Kayu balok albasia0.0120m31,016,750.0012,201.00Paku 5 s/d 7 cm0.0200kg18,500.00370.00Kayu papan albasia0.0070m31,164,000.008,148.00Tukang kayu terampil0.1000orang40,000.004,000.00Pekerja0.1000orang30,000.003,000.00Kepala tukang kayu0.0100orang45,000.00450.00Mandor0.0050orang55,000.00275.00Jumlah28,444.00Dibulatkan28,440.001M2Kantor sementara dengan lantai plesteranDolken Kayu 8-10 / 400 cm1.2500btg20,900.0026,125.00Kayu terentang0.1800m31,550,000.00279,000.00Paku 5 s/d 7 cm0.8500kg18,500.0015,725.00Besi Strip1.1000kg16,000.0017,600.00PC (50 kg)35.0000kg1,200.0042,000.00Pasir pasang0.1500m3197,000.0029,550.00Pasir beton0.1000m3207,000.0020,700.00Split pecah mesin 2/30.1500m3183,400.0027,510.00Bata merah bakar kelas I30.0000bh680.0020,400.00Seng Plat Fumira T. 90 (0.25) / m0.2500lbr33,000.008,250.00Kawat harmonika2.0000m215,900.0031,800.00Kaca polos 3 mm0.0800m250,374.594,029.97Kunci Tanam0.1500bh71,400.0010,710.00Tripleks Tebal 4 mm Uk. 120 x 2400.0600lbr62,000.003,720.00Tukang kayu terampil2.0000orang40,000.0080,000.00Tukang batu terampil1.0000orang40,000.0040,000.00Pekerja2.0000orang30,000.0060,000.00Kepala tukang batu0.3000orang45,000.0013,500.00Mandor0.0500orang55,000.002,750.00Jumlah733,369.97Dibulatkan733,360.0031M'Pagar proyekby DCSSeng gelombang BJLS 30 / 3 x (0.3 mm)1.0000lbr60,600.0060,600.00Kayu balok borneo super0.0210m33,250,000.0068,250.00Paku 5 s/d 7 cm0.2000kg18,500.003,700.00Cat besi glotex-kg37,150.00-Tukang kayu terampil0.1310orang40,000.005,240.00Pekerja0.0131orang30,000.00393.00Jumlah138,183.00Dibulatkan138,180.001M'Pagar sementara seng gelombang T. 2 mA-01 Kab bgr juli'08Dolken Kayu 8-10 / 400 cm1.2500btg20,900.0026,125.00PC2.5000kg1,200.003,000.00Seng gelombang BJLS 30 / 3 x (0.3 mm)1.2000lbr60,600.0072,720.00Pasir beton0.0050m3207,000.001,035.00Split pecah mesin 1/20.0090m3183,400.001,650.60Kayu balok borneo super0.0720m33,250,000.00234,000.00Paku 5 s/d 7 cm0.0600kg18,500.001,110.00Meni kayu/besi0.4500kg25,500.0011,475.00Tukang kayu terampil0.2000orang40,000.008,000.00Pekerja0.4000orang30,000.0012,000.00Kepala tukang kayu0.0200orang45,000.00900.00Mandor0.0200orang55,000.001,100.00Jumlah373,115.60Dibulatkan373,110.0041M3Galian tanah max kedalaman 1 m'B-01 Kab bgr juli'08Pekerja0.4000orang$ 30,00012,000.00Mandor0.0400orang$ 55,0002,200.00Jumlah14,200.00Dibulatkan14,200.0051M3Galian tanah max kedalaman 2 m'B-01 Kab bgr juli'08Pekerja0.5260orang30,000.0015,780.00Mandor0.0520orang55,000.002,860.00Jumlah18,640.00Dibulatkan18,640.001M3Galian tanah max kedalaman 3 m'B-03 Kab bgr juli'08Pekerja0.7350orang30,000.0022,050.00Mandor0.0730orang55,000.004,015.00Jumlah26,065.00Dibulatkan26,060.0061M3Urugan tanah padat (urugan kembali)B-07 Kab bgr juli'08Pekerja0.1920orang30,000.005,760.00Mandor0.0190orang55,000.001,045.00Jumlah6,805.00Dibulatkan6,800.0071M3Pemadatan tanahB-08 Kab bgr juli'08Pekerja0.5000orang30,000.0015,000.00Mandor0.0500orang55,000.002,750.00Jumlah17,750.00Dibulatkan17,750.0081M3Urugan pasirB-09 Kab bgr juli'08Pasir urug1.2000m3136,400.00163,680.00Pekerja0.3000orang30,000.009,000.00Mandor0.0100orang55,000.00550.00Jumlah173,230.00Dibulatkan173,230.001M3Urugan tanah merahTanah merah-m359,000.00-Pemadatan tanah1.0000m317,750.0017,750.00Jumlah17,750.00Dibulatkan17,750.0091M3Pondasi batu kosong (anstamping batu)C-04 Kab bgr juli'08Batu Belah Pondasi1.2000m3137,600.00165,120.00Pasir urug0.3000m3136,400.0040,920.00Pekerja0.7800orang30,000.0023,400.00Tukang batu terampil0.3900orang40,000.0015,600.00Kepala tukang batu0.0390orang45,000.001,755.00Mandor0.0390orang55,000.002,145.00Jumlah248,940.00Dibulatkan248,940.00101M3Pas. Batu belah 1pc:4psC-02 Kab bgr juli'08Batu Belah Pondasi1.1000m137,600.00151,360.00PC163.0000kg1,200.00195,600.00Pasir pasang0.5200m197,000.00102,440.00Pekerja1.5000org30,000.0045,000.00Tukang batu terampil0.6000org40,000.0024,000.00Kepala tukang batu0.0600org45,000.002,700.00Mandor0.0750org55,000.004,125.00Jumlah525,225.00Dibulatkan525,220.00111M3Lantai kerja t. 5 cm/beton tumbuk 1pc:3ps:5krD-01 Kab bgr juli'08PC218.0000kg1,200.00261,600.00Pasir beton0.5200m3207,000.00107,640.00Split pecah mesin 1/20.8700m3183,400.00159,558.00Pekerja1.6500orang30,000.0049,500.00Tukang batu terampil0.2500orang40,000.0010,000.00Kepala tukang batu0.0250orang45,000.001,125.00Mandor0.0800orang55,000.004,400.00Jumlah593,823.00Dibulatkan593,820.00121M2Screeding t. 2 cm (MU 440)by DCSMU 440 - perata lantai/1,2 m2 (40 kg)0.8333zak50,600.0042,166.67Pekerja0.0495orang30,000.001,485.00Tukang batu terampil0.0075orang40,000.00300.00Kepala tukang batu0.0008orang45,000.0033.75Mandor0.0024orang55,000.00132.00Jumlah44,117.42Dibulatkan44,110.001M2Screeding t. 2 cm (MU 440) (Lt. 2)Material1.0000m242,166.6742,166.67Upah kerja1.0900m21,950.752,126.32Jumlah44,292.98Dibulatkan44,290.001M2Screeding t. 2 cm (MU 440) (Lt. 3)Material1.0000m242,166.6742,166.67Upah kerja1.1200m21,950.752,184.84Jumlah44,351.51Dibulatkan44,350.00131M3Beton site mix K-175C003 kt bgr'08PC (50 kg)6.8000zak60,000.00408,000.00UK D-14 kab bgr juli'08Batu Pecah Mesin 2/30.8300m3166,200.00137,946.00Pasir beton0.5400m3207,000.00111,780.00Pekerja6.0000orang30,000.00180,000.00Tukang batu terampil1.0000orang40,000.0040,000.00Kepala tukang batu0.1000orang45,000.004,500.00Mandor0.3000orang55,000.0016,500.00Jumlah898,726.00Dibulatkan898,720.001M3Beton site mix K-175 (Lt. 2)Material1.0000m3657,726.00657,726.00Upah kerja1.0900m3241,000.00262,690.00Jumlah920,416.00Dibulatkan920,410.001M3Beton site mix K-175 (Lt. 3)Material1.0000m3657,726.00657,726.00Upah kerja1.1200m3241,000.00269,920.00Jumlah927,646.00Dibulatkan927,640.001M3Beton site mix K-175 (Lt. 4)Material1.0000m3657,726.00657,726.00Upah kerja1.1350m3241,000.00273,535.00Jumlah931,261.00Dibulatkan931,260.00141M3Beton site mix K-225D-14 kab bgr juli'08PC388.0000kg1,200.00465,600.00Pasir beton0.6500m3207,000.00134,550.00Split pecah mesin 1/20.6500m3183,400.00119,210.00Pekerja6.0000orang30,000.00180,000.00Tukang batu terampil1.0000orang40,000.0040,000.00Kepala tukang batu0.1000orang45,000.004,500.00Mandor0.3000orang55,000.0016,500.00Jumlah960,360.00Dibulatkan960,360.001M3Beton site mix K-225 (Lt. 2)Material1.0000m3719,360.00719,360.00Upah kerja1.0900m3241,000.00262,690.00Jumlah982,050.00Dibulatkan982,050.001M3Beton site mix K-225 (Lt. 3)Material1.0000m3719,360.00719,360.00Upah kerja1.1200m3241,000.00269,920.00Jumlah989,280.00Dibulatkan989,280.001M3Beton site mix K-225 (Lt. 4)Material1.0000m3719,360.00719,360.00Upah kerja1.1350m3241,000.00273,535.00Jumlah992,895.00Dibulatkan992,890.00151M3Readymix K-225C007 kt bgr'08Readymix K-2251.0000m3735,000.00735,000.00Concrete pump1.0000m330,000.0030,000.00Vibrator1.0000m31,000.001,000.00Pekerja2.5000orang30,000.0075,000.00Tukang batu terampil0.2500orang40,000.0010,000.00Kepala tukang batu0.1000orang45,000.004,500.00Mandor0.0100orang55,000.00550.00Jumlah856,050.00Dibulatkan856,050.001M3Readymix K-225 (Lt. 2)Material1.0000m3735,000.00735,000.00Alat kerja1.0000m331,000.0031,000.00Upah kerja1.0900m390,050.0098,154.50Jumlah864,154.50Dibulatkan864,150.001M3Readymix K-225 (Lt. 3)Material1.0000m3735,000.00735,000.00Alat kerja1.0000m331,000.0031,000.00Upah kerja1.1200m390,050.00100,856.00Jumlah866,856.00Dibulatkan866,850.001M3Readymix K-225 (Lt. 4)Material1.0000m3735,000.00735,000.00Alat kerja1.0000m331,000.0031,000.00Upah kerja1.1350m390,050.00102,206.75Jumlah868,206.75Dibulatkan868,200.00161M3Readymix K-300C008 kt bgr'08Readymix K-3001.0000m3784,000.00784,000.00Concrete pump1.0000m330,000.0030,000.00Vibrator1.0000m31,000.001,000.00Pekerja2.5000orang30,000.0075,000.00Tukang batu terampil0.2500orang40,000.0010,000.00Kepala tukang batu0.1000orang45,000.004,500.00Mandor0.0100orang55,000.00550.00Jumlah905,050.00Dibulatkan905,050.001M3Readymix K-300 (Lt. 2)Material1.0000m3784,000.00784,000.00Alat kerja1.0000m331,000.0031,000.00Upah kerja1.0900m390,050.0098,154.50Jumlah913,154.50Dibulatkan913,150.001M3Readymix K-300 (Lt. 3)Material1.0000m3784,000.00784,000.00Alat kerja1.0000m331,000.0031,000.00Upah kerja1.1200m390,050.00100,856.00Jumlah915,856.00Dibulatkan915,850.001M3Readymix K-300 (Lt. 4)Material1.0000m3784,000.00784,000.00Alat kerja1.0000m331,000.0031,000.00Upah kerja1.1350m390,050.00102,206.75Jumlah917,206.75Dibulatkan917,200.001M3Readymix K-300 (Lt. 5)Material1.0000m3784,000.00784,000.00Alat kerja1.0000m331,000.0031,000.00Upah kerja1.1620m390,050.00104,638.10Jumlah919,638.10Dibulatkan919,630.00171KgBesi beton < d 12D-07 Kab bgr juli'08Besi beton U-24 rata-rata KS1.0500kg15,200.0015,960.00Kawat beton0.0150kg23,500.00352.50Pekerja0.0070orang30,000.00210.00Tukang besi beton terampil0.0070orang40,000.00280.00Kepala tukang besi profil0.0007orang45,000.0031.50Mandor0.0003orang55,000.0016.50Jumlah16,850.50Dibulatkan16,850.001KgBesi beton < d 12 (Lt. 2)Material1.0000kg16,312.5016,312.50Upah kerja1.0900kg538.00586.42Jumlah16,898.92Dibulatkan16,890.001KgBesi beton < d 12 (Lt. 3)Material1.0000kg16,312.5016,312.50Upah kerja1.1200kg538.00602.56Jumlah16,915.06Dibulatkan16,910.001KgBesi beton terpasang < d 12 (lantai 4)Material1.0000kg16,312.5016,312.50Alat kerja1.0000$ ---Upah kerja1.1350kg538.00610.63Jumlah-Dibulatkan-181KgBesi beton > D 13Besi beton U-39/U-32 rata-rata KS1.0500kg15,600.0016,380.00Kawat beton0.0150kg23,500.00352.50Pekerja0.0070orang30,000.00210.00Tukang besi beton terampil0.0070orang40,000.00280.00Kepala tukang besi profil0.0007orang45,000.0031.50Mandor0.0003orang55,000.0016.50Jumlah17,270.50Dibulatkan17,270.001KgBesi beton > D 13 (Lt. 2)Material1.0000kg16,732.5016,732.50Upah kerja1.0900kg538.00586.42Jumlah17,318.92Dibulatkan17,310.001KgBesi beton > D 13 (Lt. 3)Material1.0000kg16,732.5016,732.50Upah kerja1.1200kg538.00602.56Jumlah17,335.06Dibulatkan17,330.001KgBesi beton terpasang > D 13 (Lantai 4)Material1.0000kg16,732.5016,732.50Upah kerja1.1350kg538.00610.63Jumlah17,343.13Dibulatkan17,340.00191M2Wire Mesh M-8 (1,5 lapis)by DCSMK 80.1323lbr1,002,650.00132,625.661.5Pekerja0.0572orang30,000.001,717.060.00705.451Tukang besi beton terampil0.0572orang40,000.002,289.420.0070Kepala tukang besi profil0.0057orang45,000.00257.560.0007Mandor0.0025orang55,000.00134.910.0003Jumlah137,024.62Dibulatkan137,020.001M2Wire Mesh M-8 (1,5 lapis) (Lt. 2)Material1.0000m2132,625.66132,625.66Upah kerja1.0900m24,398.964,794.86Jumlah137,420.52Dibulatkan137,420.00201M2Wire Mesh M-6 (1,5 lapis)by DCSMK 60.1323m2563,970.0074,599.213.064Pekerja0.0322orang30,000.00965.16Tukang besi beton terampil0.0322orang40,000.001,286.88Kepala tukang besi profil0.0032orang45,000.00144.77Mandor0.0014orang55,000.0075.83Jumlah77,071.85Dibulatkan77,070.001M2Wire Mesh M-6 (1,5 lapis) (Lt. 2)Material1.0000m274,599.2174,599.21Upah kerja1.0900m22,472.652,695.19Jumlah77,294.39Dibulatkan77,290.00211M2Wire Mesh M-4 (1 lapis)by DCSMK 40.0882lbr249,810.0022,029.10Pekerja0.0096orang30,000.00286.861.366Tukang besi beton terampil0.0096orang40,000.00382.48Kepala tukang besi profil0.0010orang45,000.0043.03Mandor0.0004orang55,000.0022.54Jumlah22,764.01Dibulatkan22,760.001M2Wire Mesh M-4 (1 lapis) (Lt. 2)Material1.0000m222,029.1022,029.10Upah kerja1.0900m2734.91801.05Jumlah22,830.15Dibulatkan22,830.001M2Wire Mesh M-4 (1 lapis) (Lt. 3)Material1.0000m222,029.1022,029.10Upah kerja1.1200m2734.91823.10Jumlah22,852.20Dibulatkan22,850.00221M'Pipa Hitam t. 3,6 mm; D 2" (medium)by DCS5.09dcsPipa hitam D. 2" (medium)0.1833btg205,700.0037,711.67Tukang besi profil terampil0.0305orang40,000.001,221.60Tukang besi profil terampil0.006Pekerja0.3054orang30,000.009,162.00Pekerja0.060Kepala tukang besi profil0.0305orang45,000.001,374.30Kepala tukang besi profil0.006Mandor0.0015orang55,000.0083.99Mandor0.000Jumlah49,553.55Dibulatkan49,550.00231M'Pipa Hitam t. 3,6 mm; D 2,5" (medium)by DCS6.52dcsPipa hitam D. 2 1/2" (medium)0.1833btg253,100.0046,401.67Tukang besi profil terampil0.0391orang40,000.001,564.80Pekerja0.3912orang30,000.0011,736.00Kepala tukang besi profil0.0391orang45,000.001,760.40Mandor0.0020orang55,000.00107.58Jumlah61,570.45Dibulatkan61,570.00241KgBaja ProfilK-01 Kab bgr juli'08Besi baja1.1000kg17,000.0018,700.00Meni kayu/besi0.0800kg5,100.00408.00Tukang besi profil terampil0.0060orang40,000.00240.00Pekerja0.0600orang30,000.001,800.00Kepala tukang besi profil0.0060orang45,000.00270.00Mandor0.0003orang55,000.0016.50Jumlah21,434.50Dibulatkan21,430.00251M2Bekisting multiplex 9 mmkab bgr 2006Kaso 5/7 (2x pakai) 50%0.0170m33,250,000.0027,625.00Multiplek 9 mm 120x2400.3470lbr134,500.0035,003.63Paku 1 s/d 3 cm0.4000kg21,650.008,660.00Pekerja0.1200orang30,000.003,600.00Tukang kayu terampil0.1500orang40,000.006,000.00Kepala tukang kayu0.1500orang45,000.006,750.00Mandor0.0500orang55,000.002,750.00Tukang kayu setengah terampil0.1200orang35,000.004,200.00Jumlah94,588.63Dibulatkan94,580.001M2Bekisting multiplex 9 mm (Lt. 2)Material1.0000m271,288.6371,288.63Upah kerja1.0900m223,300.0025,397.00Jumlah96,685.63Dibulatkan96,680.001M2Bekisting multiplex 9 mm (Lt. 3)Material1.0000m271,288.6371,288.63Upah kerja1.1200m223,300.0026,096.00Jumlah97,384.63Dibulatkan97,380.001M2Bekisting multiplex 9 mm (Lt. 4)Material1.0000m271,288.6371,288.63Upah kerja1.1350m223,300.0026,445.50Jumlah97,734.13Dibulatkan97,730.001M2Bekisting multiplex 9 mm (Lt. 5)Material1.0000m271,288.6371,288.63Upah kerja1.1620m223,300.0027,074.60Jumlah98,363.23Dibulatkan98,360.00261M'Sloof praktis 10/15Beton site mix K-1750.0150m3898,720.0013,480.80Besi beton d. 8 mm0.9875kg16,850.0016,639.38Besi beton d. 10 mm2.4800kg16,850.0041,788.00Bekisting multiplex 9 mm0.3000m294,580.0028,374.00Jumlah100,282.18Dibulatkan100,280.00271M3Sloof type S-1 20/40by DCSReadymix K-3001.0000m3905,050.0905,050.00Besi beton D. 16 mm118.5000kg17,270.002,046,495.00Besi beton d. 8 mm35.5500kg16,850.00599,017.50Bekisting multiplex 9 mm10.0000m294,580.00945,800.00Jumlah4,496,362.50Dibulatkan4,496,360.00281M3Sloof type S-2 20/30by DCSReadymix K-3001.0000m3905,050.00905,050.00Besi beton D. 13 mm104.0000kg17,270.001,796,080.00Besi beton d. 8 mm39.5000kg16,850.00665,575.00Bekisting multiplex 9 mm10.0000m294,580.00945,800.00Jumlah4,312,505.00Dibulatkan4,312,500.00291M3Sloof type S-3 20/30by DCSReadymix K-3001.0000m3905,050.00905,050.00Besi beton D. 13 mm104.0000kg17,270.001,796,080.00Besi beton d. 8 mm39.5000kg16,850.00665,575.00Bekisting multiplex 9 mm10.0000m294,580.00945,800.00Jumlah4,312,505.00Dibulatkan4,312,500.00301M3Pondasi tapak type P-1 (4,4x2,4)by DCSReadymix K-3001.0000m3905,050.00905,050.00Besi beton D. 13 mm43.3333kg17,270.00748,366.67Besi beton D. 16 mm65.8333kg17,270.001,136,941.67Pas. Batako PC pres 10x20x40 ad 1:41.2879m263,660.0081,986.36Jumlah2,872,344.70Dibulatkan2,872,340.00311M3Pondasi tapak type P-2 (2,4x2,4)by DCSReadymix K-3001.0000m3905,050.00905,050.00Besi beton D. 13 mm49.1111kg17,270.00848,148.89Besi beton D. 16 mm74.6111kg17,270.001,288,533.89Pas. Batako PC pres 10x20x40 ad 1:41.7778m263,660.00113,173.33Jumlah3,154,906.11Dibulatkan3,154,900.00321M3Pondasi tapak type P-3 (2,0x2,0)by DCSReadymix K-3001.0000m3905,050.00905,050.00Besi beton D. 13 mm53.2381kg17,270.00919,421.90Besi beton d. 12 mm45.4571kg16,850.00765,952.86Pas. Batako PC pres 10x20x40 ad 1:41.7143m263,660.00109,131.43Jumlah2,699,556.19Dibulatkan2,699,550.00331M3Pondasi tapak type P-4 (1,5x1,5)by DCSReadymix K-3001.0000m3905,050.00905,050.00Besi beton D. 13 mm67.7926kg17,270.001,170,778.07Besi beton d. 12 mm57.8844kg16,850.00975,352.89Pas. Batako PC pres 10x20x40 ad 1:42.6667m263,660.00169,760.00Jumlah3,220,940.96Dibulatkan3,220,940.00341M3Pondasi tapak type P-5 (1,0x1,0)by DCSReadymix K-3001.0000m3905,050.00905,050.00Besi beton d. 10 mm108.6476kg16,850.001,830,712.38Besi beton d. 8 mm69.2190kg16,850.001,166,340.95Pas. Batako PC pres 10x20x40 ad 1:44.5714m263,660.00291,017.14Jumlah4,193,120.48Dibulatkan4,193,120.00351M2Rabat beton t. 6 cmby DCSReadymix K-2250.0600m3856,050.0051,363.00Wire Mesh M-4 (1 lapis)1.0000m222,760.0022,760.00Plastic sheet1.0000m22,000.002,000.00Jumlah76,123.00Dibulatkan76,120.001M2Rabat beton t. 8 cm elv -0,05by DCSRabat beton tanpa tulangan 8 cmReadymix K-2250.0800m3856,050.0068,484.00Wire Mesh M-4 (1 lapis)1.0000m222,760.0022,760.00Plastic sheet1.0000m22,000.002,000.00Jumlah93,244.00Dibulatkan93,240.0070,490.00361M'Kolom Praktis 10x10by DCSBeton site mix K-1750.0100m3898,720.008,987.20Besi beton d. 8 mm0.7900kg16,850.0013,311.50Besi beton d. 10 mm2.4800kg16,850.0041,788.00Bekisting multiplex 9 mm0.2000m294,580.0018,916.00Jumlah83,002.70Dibulatkan83,000.001M'Kolom Praktis 10x10 (Lt. 2)Beton site mix K-175 (Lt. 2)0.0100m3920,410.009,204.10Besi beton d. 8 mm0.7900kg16,890.0013,343.10Besi beton d. 10 mm2.4800kg16,890.0041,887.20Bekisting multiplex 9 mm (Lt. 2)0.2000m296,680.0019,336.00Jumlah83,770.40Dibulatkan83,770.00371M3Kolom K1-1 (40x40)by DCSReadymix K-3001.0000m3905,050.00905,050.00Besi beton d. D. 16 mm79.0000kg17,270.001,364,330.00Besi beton d. 8 mm23.7000kg16,850.00399,345.00Bekisting multiplex 9 mm10.0000m294,580.00945,800.00Jumlah3,614,525.00Dibulatkan3,614,520.001M3Kolom K1-2 (40x40)Readymix K-300 (Lt. 2)1.0000m3913,150.00913,150.00Besi beton d. D. 16 mm59.2500kg16,890.001,000,732.50Besi beton d. 8 mm23.7000kg17,310.00410,247.00Bekisting multiplex 9 mm (Lt. 2)10.0000m296,680.00966,800.00Jumlah3,290,929.50Dibulatkan3,290,920.00381M3Kolom K2-1 (30x30)by DCSReadymix K-3001.0000m3905,050.00905,050.00Besi beton d. D. 16 mm140.4444kg17,270.002,425,475.56Besi beton d. 8 mm31.6000kg16,850.00532,460.00Bekisting multiplex 9 mm13.3333m294,580.001,261,066.67Jumlah5,124,052.22Dibulatkan5,124,050.001M3Kolom K2-2 (30x30)Readymix K-300 (Lt. 2)1.0000m3913,150.00913,150.00Besi beton d. D. 16 mm105.3333kg17,310.001,823,320.00Besi beton d. 8 mm31.6000kg16,890.00533,724.00Bekisting multiplex 9 mm (Lt. 2)13.3333m296,680.001,289,066.67Jumlah4,559,260.67Dibulatkan4,559,260.00391M'Balok lintel 10x15by DCSBeton site mix K-1750.0150m3898,720.0013,480.80Besi beton d. 8 mm0.5550kg16,850.009,351.75Besi beton d. 10 mm1.5800kg16,850.0026,623.00Bekisting multiplex 9 mm0.3000m294,580.0028,374.00Jumlah77,829.55Dibulatkan77,820.001M'Balok lintel 10x15 (Lt.2)Beton site mix K-175 (Lt. 2)0.0150m3920,410.0013,806.15Besi beton d. 8 mm0.5550kg16,890.009,373.95Besi beton d. 10 mm1.5800kg16,890.0026,686.20Bekisting multiplex 9 mm (Lt. 2)0.3000m296,680.0029,004.00Jumlah78,870.30Dibulatkan78,870.00401M3Balok B1 (30x60)by DCSReadymix K-300 (Lt. 2)1.0000m3913,150.00913,150.00Besi beton D. 19 mm117.6944kg17,310.002,037,290.83Besi beton d. 12 mm9.8667kg16,890.00166,648.00Besi beton d. 10 mm37.2000kg16,890.00628,308.00Bekisting multiplex 9 mm (Lt. 2)7.0000m296,680.00676,760.00Jumlah4,422,156.83Dibulatkan4,422,150.00411M3Balok B2 (30x60)by DCSReadymix K-300 (Lt. 2)1.0000m3913,150.00Besi beton D. 19 mm86.7222kg17,310.001,501,161.67Besi beton d. 12 mm9.8667kg16,890.00166,648.00Besi beton d. 10 mm37.2000kg16,890.00628,308.00Bekisting multiplex 9 mm (Lt. 2)7.0000m296,680.00676,760.00Jumlah2,972,877.67Dibulatkan2,972,870.00421M3Balok B3 (25x55)by DCSReadymix K-300 (Lt. 2)1.0000m3913,150.00913,150.00Besi beton D. 19 mm113.5273kg17,310.001,965,157.09Besi beton d. 12 mm12.9164kg16,890.00218,157.38Besi beton d. 10 mm50.5018kg16,890.00852,975.71Bekisting multiplex 9 mm (Lt. 2)8.0727m296,680.00780,471.27Jumlah4,729,911.45Dibulatkan4,729,910.00431M3Balok B4 (25x50)by DCSReadymix K-300 (Lt. 2)1.0000m3913,150.00913,150.00Besi beton D. 19 mm107.0400kg17,310.001,852,862.40Besi beton d. 12 mm14.2080kg16,890.00239,973.12Besi beton d. 8 mm28.4400kg16,890.00480,351.60Bekisting multiplex 9 mm (Lt. 2)8.0800m296,680.00781,174.40Jumlah4,267,511.52Dibulatkan4,267,510.00441M3Balok B5 (20x40)by DCSReadymix K-300 (Lt. 2)1.0000m3913,150.00913,150.00Besi beton D. 19 mm167.2500kg17,310.002,895,097.50Besi beton d. 8 mm35.5500kg16,890.00600,439.50Bekisting multiplex 9 mm (Lt. 2)9.5000m296,680.00918,460.00Jumlah5,327,147.00Dibulatkan5,327,140.00451M3Balok B6 (20x40)by DCSReadymix K-300 (Lt. 2)1.0000m3913,150.00913,150.00Besi beton D. 19 mm111.5000kg17,310.001,930,065.00Besi beton d. 8 mm35.5500kg16,890.00600,439.50Bekisting multiplex 9 mm (Lt. 2)9.5000m296,680.00918,460.00Jumlah4,362,114.50Dibulatkan4,362,110.00461M3Balok B7 (20x40)by DCSReadymix K-300 (Lt. 2)1.0000m3913,150.00913,150.00Besi beton D. 16 mm118.5000kg17,310.002,051,235.00Besi beton d. 8 mm35.5500kg16,890.00600,439.50Bekisting multiplex 9 mm (Lt. 2)9.5000m296,680.00918,460.00Jumlah4,483,284.50Dibulatkan4,483,280.00471M3Balok B8 (20x40)by DCSReadymix K-300 (Lt. 2)1.0000m3913,150.00913,150.00Besi beton D. 16 mm98.7500kg17,310.001,709,362.50Besi beton d. 8 mm35.5500kg16,890.00600,439.50Bekisting multiplex 9 mm (Lt. 2)9.5000m296,680.00918,460.00Jumlah4,141,412.00Dibulatkan4,141,410.00481M3Balok B9 (20x40)by DCSReadymix K-300 (Lt. 2)1.0000m3913,150.00913,150.00Besi beton D. 16 mm79.0000kg17,310.001,367,490.00Besi beton d. 8 mm35.5500kg16,890.00600,439.50Bekisting multiplex 9 mm (Lt. 2)9.5000m296,680.00918,460.00Jumlah3,799,539.50Dibulatkan3,799,530.00491M3Balok B10 (20x30)by DCSReadymix K-300 (Lt. 2)1.0000m3913,150.00913,150.00Besi beton D. 16 mm105.3333kg17,310.001,823,320.00Besi beton d. 8 mm39.5000kg16,890.00667,155.00Bekisting multiplex 9 mm (Lt. 2)9.3333m296,680.00902,346.67Jumlah4,305,971.67Dibulatkan4,305,970.001M3Balok B10 (20x30) (Lt. 2)by DCSReadymix K-300 (Lt. 3)1.0000m3915,850.00915,850.00Besi beton D. 16 mm105.3333kg17,330.001,825,426.67Besi beton d. 8 mm39.5000kg16,910.00667,945.00Bekisting multiplex 9 mm (Lt. 3)9.3333m297,380.00908,880.00Jumlah4,318,101.67Dibulatkan4,318,100.00501M3Balok B11 (20x30 + 8x70)by DCSReadymix K-300 (Lt. 2)1.0000m3913,150.00913,150.00Besi beton D. 16 mm57.9333kg17,310.001,002,826.00Besi beton d. 8 mm26.8600kg16,890.00453,665.40Bekisting multiplex 9 mm (Lt. 2)8.0667m296,680.00779,885.33Jumlah3,149,526.73Dibulatkan3,149,520.00511M3Balok B12 (20x30)by DCSReadymix K-300 (Lt. 2)1.0000m3913,150.00913,150.00Besi beton D. 13 mm69.3333kg17,310.001,200,160.00Besi beton d. 8 mm39.5000kg16,890.00667,155.00Bekisting multiplex 9 mm (Lt. 2)9.3333m296,680.00902,346.67Jumlah3,682,811.67Dibulatkan3,682,810.00521M3Balok B13 (25x60) (Lt. 2)by DCSReadymix K-300 (Lt. 3)1.0000m3915,850.00915,850.00Besi beton D. 16 mm57.9333kg17,330.001,003,984.67Besi beton D. 12 mm11.8400kg16,910.00200,214.40Besi beton d. 8 mm26.8600kg16,910.00454,202.60Bekisting multiplex 9 mm (Lt. 3)8.0667m297,380.00785,532.00Jumlah3,359,783.67Dibulatkan3,359,780.00531M3Balok B14 (25x60) (Lt. 2)by DCSReadymix K-300 (Lt. 3)1.0000m3915,850.00915,850.00Besi beton D. 16 mm79.0000kg17,330.001,369,070.00Besi beton D. 12 mm11.8400kg16,910.00200,214.40Besi beton d. 8 mm26.8600kg16,910.00454,202.60Bekisting multiplex 9 mm (Lt. 3)8.0667m297,380.00785,532.00Jumlah3,724,869.00Dibulatkan3,724,860.00541M3Balok B15 (20x40) (Lt. 2)by DCSReadymix K-300 (Lt. 3)1.0000m3915,850.00915,850.00Besi beton D. 16 mm118.5000kg17,330.002,053,605.00Besi beton d. 8 mm35.5500kg16,910.00601,150.50Bekisting multiplex 9 mm (Lt. 3)9.5000m297,380.00925,110.00Jumlah4,495,715.50Dibulatkan4,495,710.00551M3Balok B16 (20x40) (Lt. 2)by DCSReadymix K-300 (Lt. 3)1.0000m3915,850.00915,850.00Besi beton D. 16 mm108.6250kg17,330.001,882,471.25Besi beton d. 8 mm35.5500kg16,910.00601,150.50Bekisting multiplex 9 mm (Lt. 3)9.5000m297,380.00925,110.00Jumlah4,324,581.75Dibulatkan4,324,580.00561M3Balok B17 (20x30) (Lt. 2)by DCSReadymix K-300 (Lt. 3)1.0000m3915,850.00915,850.00Besi beton D. 16 mm158.0000kg17,330.002,738,140.00Besi beton d. 8 mm39.5000kg16,910.00667,945.00Bekisting multiplex 9 mm (Lt. 3)9.3333m297,380.00908,880.00Jumlah5,230,815.00Dibulatkan5,230,810.00571M3Balok B18 (20x30) (Lt. 2)by DCSReadymix K-300 (Lt. 3)1.0000m3915,850.00915,850.00Besi beton D. 16 mm131.6667kg17,330.002,281,783.33Besi beton d. 8 mm39.5000kg16,910.00667,945.00Bekisting multiplex 9 mm (Lt. 3)9.3333m297,380.00908,880.00Jumlah4,774,458.33Dibulatkan4,774,450.00581M3Balok bordes (20x30)by DCSReadymix K-3001.0000m3905,050.00905,050.00Besi beton D. 13 mm104.0000kg17,270.001,796,080.00Besi beton d. 8 mm39.5000kg16,850.00665,575.00Bekisting multiplex 9 mm13.3333m294,580.001,261,066.67Jumlah4,627,771.67Dibulatkan4,627,770.00591M3RB1 (20x25) (Lt. 2)by DCSReadymix K-300 (Lt. 2)1.0000m3913,150.00913,150.00Besi beton D. 13 mm104.0000kg17,310.001,800,240.00Besi beton d. 8 mm42.6600kg16,890.00720,527.40Bekisting multiplex 9 mm (Lt. 2)14.0000m296,680.001,353,520.00Jumlah4,787,437.40Dibulatkan4,787,430.00601M3RB2 (20x25) (Lt. 2)by DCSReadymix K-300 (Lt. 3)1.0000m3915,850.00915,850.00Besi beton D. 13 mm83.2000kg17,330.001,441,856.00Besi beton d. 8 mm42.6600kg16,910.00721,380.60Bekisting multiplex 9 mm (Lt. 3)14.0000m297,380.001,363,320.00Jumlah4,442,406.60Dibulatkan4,442,400.00611M3Plat tanggaby DCSReadymix K-3001.0000m3905,050.00905,050.00Besi beton D. 13 mm97.0667kg17,270.001,676,341.33Besi beton d. 12 mm82.8800m316,850.001,396,528.00Besi beton d. 8 mm15.8000kg16,850.00266,230.00Bekisting multiplex 9 mm3.1106m294,580.00294,199.48Jumlah4,538,348.82Dibulatkan4,538,340.00621M3Plat bordesby DCSReadymix K-3001.0000kg905,050.00905,050.00Besi beton D. 13 mm97.0667kg17,270.001,676,341.33Besi beton d. 12 mm82.8800kg16,850.001,396,528.00Bekisting multiplex 9 mm6.6667kg94,580.00630,533.33Jumlah4,608,452.67Dibulatkan4,608,450.00631M3Plat lantai S1 t. 12 cm (M6)by DCSReadymix K-3001.0000m3905,050.00905,050.00Bekisting multiplex 9 mm8.3333m294,580.00788,166.67Wire Mesh M-6 (1,5 lapis)8.3333m277,070.00642,250.00Jumlah2,335,466.67Dibulatkan2,335,460.001M3Plat lantai S1 t. 12 cm (M6) (Lt. 2)by DCSReadymix K-300 (Lt. 2)1.0000m3913,150.00913,150.00Bekisting multiplex 9 mm (Lt. 2)8.3333m296,680.00805,666.67Wire Mesh M-6 (1,5 lapis) (Lt. 2)8.3333m277,290.00644,083.33Jumlah2,362,900.00Dibulatkan2,362,900.00641M3Plat lantai S2 t. 10 cm (M4)by DCSReadymix K-3001.0000m3905,050.00905,050.00Bekisting multiplex 9 mm10.0000m294,580.00945,800.00Wire Mesh M-4 (1 lapis)10.0000m222,760.00227,600.00Jumlah2,078,450.00Dibulatkan2,078,450.00651M3Plat lantai S3 t. 10 cm (M6)by DCSReadymix K-3001.0000m3905,050.00905,050.00Bekisting multiplex 9 mm10.0000m294,580.00945,800.00Wire Mesh M-6 (1,5 lapis)10.0000m277,070.00770,700.00Jumlah2,621,550.00Dibulatkan2,621,550.00661M3Plat canopy type A (1,85x0,75x0,08)by DCSBeton site mix K-2251.0000m3960,360.00960,360.00Besi beton d. 12 mm39.4667kg16,850.00665,013.33Besi beton d. 10 mm81.9778kg16,850.001,381,325.56Besi beton d. 8 mm17.5556kg16,850.00295,811.11Bekisting multiplex 9 mm12.7778m294,580.001,208,522.22Jumlah4,511,032.22Dibulatkan4,511,030.001M3Plat canopy type A (1,85x0,75x0,08) (Lt. 2)Beton site mix K-225 (Lt. 2)1.0000m3982,050.00982,050.00Besi beton d. 12 mm39.4667kg16,890.00666,592.00Besi beton d. 10 mm81.9778kg16,890.001,384,604.67Besi beton d. 8 mm17.5556kg16,890.00296,513.33Bekisting multiplex 9 mm (Lt. 2)12.7778m296,680.001,235,355.56Jumlah4,565,115.56Dibulatkan4,565,110.00671M3Plat canopy type B (2,85x0,75x0,08)by DCSBeton site mix K-2251.0000m3960,360.00960,360.00Besi beton d. 12 mm39.4667kg16,850.00665,013.33Besi beton d. 10 mm81.9778kg16,850.001,381,325.56Besi beton d. 8 mm17.5556kg16,850.00295,811.11Bekisting multiplex 9 mm12.7778m294,580.001,208,522.22Jumlah4,511,032.22Dibulatkan4,511,030.00681M3Plat canopy type C (0,75x0,75x0,08)by DCSBeton site mix K-2251.0000m3960,360.00960,360.00Besi beton d. 12 mm39.4667kg16,850.00665,013.33Besi beton d. 10 mm81.9778kg16,850.001,381,325.56Besi beton d. 8 mm17.5556kg16,850.00295,811.11Bekisting multiplex 9 mm12.7778m294,580.001,208,522.22Jumlah4,511,032.22Dibulatkan4,511,030.001M3Plat canopy type C (0,75x0,75x0,08) (Lt. 2)Beton site mix K-2251.0000m3982,050.00982,050.00Besi beton d. 12 mm39.4667kg16,890.00666,592.00Besi beton d. 10 mm81.9778kg16,890.001,384,604.67Besi beton d. 8 mm17.5556kg16,890.00296,513.33Bekisting multiplex 9 mm12.7778m296,680.001,235,355.56Jumlah4,565,115.56Dibulatkan4,565,110.00691M3Plat canopy type D (3,70x0,75x0,08)by DCSBeton site mix K-2251.0000m3960,360.00960,360.00Besi beton d. 12 mm39.4667kg16,850.00665,013.33Besi beton d. 10 mm81.9778kg16,850.001,381,325.56Besi beton d. 8 mm17.5556kg16,850.00295,811.11Bekisting multiplex 9 mm12.7778m294,580.001,208,522.22Jumlah4,511,032.22Dibulatkan4,511,030.001M3Plat canopy type D (3,70x0,75x0,08) (Lt. 2)Beton site mix K-2251.0000m3982,050.00982,050.00Besi beton d. 12 mm39.4667kg16,890.00666,592.00Besi beton d. 10 mm81.9778kg16,890.001,384,604.67Besi beton d. 8 mm17.5556kg16,890.00296,513.33Bekisting multiplex 9 mm12.7778m296,680.001,235,355.56Jumlah4,565,115.56Dibulatkan4,565,110.00701M3Plat canopy type E (1,70x0,40x0,08)by DCSBeton site mix K-2251.0000m3960,360.00960,360.00Besi beton d. 12 mm7.6883kg16,850.00129,548.05Besi beton d. 10 mm29.1883kg16,850.00491,823.05Besi beton d. 8 mm7.6948kg16,850.00129,657.47Bekisting multiplex 9 mm6.4935m294,580.00614,155.84Jumlah2,325,544.42Dibulatkan2,325,540.001M3Plat canopy type E (1,70x0,40x0,08) (Lt. 2)Beton site mix K-2251.0000m3982,050.00982,050.00Besi beton d. 12 mm7.6883kg16,890.00129,855.58Besi beton d. 10 mm29.1883kg16,890.00492,990.58Besi beton d. 8 mm7.6948kg16,890.00129,965.26Bekisting multiplex 9 mm6.4935m296,680.00627,792.21Jumlah2,362,653.64Dibulatkan2,362,650.001M LISPLANK Tb. 8/30 CMBeton Ready mix K - 2251.0000m3982,050.00982,050.00Besi Beton U.2481.0540kg16,890.001,369,002.90Pas. bekisting multiplek 9 mm12.5000m296,680.001,208,500.00Jumlah3,559,552.90Dibulatkan3,559,550.00711M2Rangka atap baja ringanK-08 Kab bgr juli'08Trusses ZAM-75 t=0.8 Rangka Utama1.9850m'25,000.0049,625.00-Trusses ZAM-75 t=0.5 Rangka Utama2.8500m'16,000.0045,600.00-Reng 16 - DB Roof Battens t=0.48 mm5.1750m'8,000.0041,400.00-Foot Plate t=1.22 mm0.3250m'5,000.001,625.00-PLD - Diafragma Plate14.0000bh1,500.0021,000.00-WIND Bracing0.7150m'1,200.00858.00-Tensioner (Pengaku Tali Angin)0.2500bh5,000.001,250.00-Baut Besar54.0000Pcs200.0010,800.00-Baut Kecil80.0000Pcs95.007,600.00-Dynabolt0.8750Pcs7,500.006,562.50-Tukang besi profil terampil0.0250org40,000.001,000.00-Kepala tukang besi profil0.3074org45,000.0013,833.00-Pekerja0.3500org30,000.0010,500.00-Mandor0.0100org55,000.00550.00-Jumlah212,203.50Dibulatkan212,200.00721M2Genteng metal berpasir 41x110 cmG-11 Kab bgr juli'08Genteng metal berpasir 41x110 cm1.0500m299,900.00104,895.00Paku 1 s/d 3 cm0.2000kg21,650.004,330.00Pekerja0.2000orang30,000.006,000.00Tukang kayu terampil0.1000orang40,000.004,000.00Kepala tukang kayu0.0100orang45,000.00450.00Mandor0.0010orang55,000.0055.00Jumlah119,730.00Dibulatkan119,730.001M2Genteng metal berpasir 41x110 cm (Lt. 2)Material1.0000m2109,225.00109,225.00Upah kerja1.0900m210,505.0011,450.45Jumlah120,675.45Dibulatkan120,670.00731M'Nok metal berpasir P.110 cm L.5 cm T.6 cmG-13 Kab bgr juli'08Nok metal berpasir P.110 cm L.5 cm T.6 cm1.0000m'42,350.0042,350.00Paku 1 s/d 3 cm0.0500kg21,650.001,082.50Pekerja0.2500orang30,000.007,500.00Tukang kayu terampil0.1500orang40,000.006,000.00Kepala tukang kayu0.0150orang45,000.00675.00Mandor0.0130orang55,000.00715.00Jumlah58,322.50Dibulatkan58,320.001M'Nok metal berpasir P.110 cm L.5 cm T.6 cm (Lt. 2)Material1.0000m'43,432.5043,432.50Upah kerja1.0900m'14,890.0016,230.10Jumlah59,662.60Dibulatkan59,660.00741M2Plafond gypsum board t. 9 mm rangka besi hollowH-08 Kab bgr juli'08Hollow 40x40 jincromate0.4150btg20,200.008,383.00Hollow 20x40 jincromate0.1500btg16,200.002,430.00Gypsum board (120x240x9) mm0.3640lbr62,200.0022,640.80Paku skrup25.0000bh370.009,250.00Ramset/dinabolt4.0000bh4,800.0019,200.00Cotton plaster0.0720bh10,100.00727.20Coumpond0.1250zak64,300.008,037.50Pekerja0.1000orang30,000.003,000.00Tukang kayu terampil0.0500orang40,000.002,000.00Kepala tukang kayu0.0050orang45,000.00225.00Mandor0.0050orang55,000.00275.00Jumlah76,168.50Dibulatkan76,160.001M2Plafond gypsum board t. 9 mm rangka besi hollow (Lt. 2)Material1.0000m270,668.5070,668.50Upah kerja1.0900m25,500.005,995.00Jumlah76,663.50Dibulatkan76,660.00751M2Plafond kalsiboard rangka besi hollowH-08 Kab bgr juli'08 & jurnalHollow 40x40 jincromate0.4150btg20,200.008,383.00Hollow 20x40 jincromate0.1500btg16,200.002,430.00Kalsiboard (120x240x6) mm0.3640lbr66,000.0024,024.00Paku skrup25.0000bh370.009,250.00Ramset/dinabolt4.0000bh4,800.0019,200.00Cotton plaster0.0720bh10,100.00727.20Coumpond0.1250zak64,300.008,037.50Pekerja0.1000orang30,000.003,000.00Tukang kayu terampil0.0500orang40,000.002,000.00Kepala tukang kayu0.0050orang45,000.00225.00Mandor0.0050orang55,000.00275.00Jumlah77,551.70Dibulatkan77,550.001M2Plafond kalsiboard rangka besi hollow (Lt. 2)Material1.0000m272,051.7072,051.70Upah kerja1.0900m25,500.005,995.00Jumlah78,046.70Dibulatkan78,040.001M2Plafond gyptileH-07 Kab bgr juli'08Profil alumunium T3.6000m'7,700.0027,720.0027,720.00Acustic 60x120x15 mm1.5000lbr60,300.0090,450.0090,450.00Kawat seng polos/hanger0.1500kg188,400.0028,260.0028,260.00Ramset/dinabolt1.0000bh4,800.004,800.004,800.00Pekerja0.1500orang30,000.004,500.0025,137.5027,399.88Tukang kayu terampil0.5000orang40,000.0020,000.00Kepala tukang kayu0.0050orang45,000.00225.00Mandor0.0075orang55,000.00412.50Jumlah176,367.50178,629.88Dibulatkan176,360.00178,620.001M2Plafond gyptile (Lt. 2)Material1.0000m2151,230.00151,230.00Upah kerja1.0900m225,137.5027,399.88Jumlah178,629.88Dibulatkan178,620.00761M2Keramik 20/20 MU 450 & 408 (Lt. 1)UK I-06 kab bgr juli'08Keramik 20x20 (KM) KW 1 DN Putih Polos1.0000m250,700.0050,700.00MU 450 - perekat keramik/8 m2 (40 kg)0.1250zak182,600.0022,825.00MU 408 - pengisi nad/3 m2 (1 kg)0.3333zak10,450.003,483.33Pekerja0.2500orang30,000.007,500.00Tukang batu terampil0.1200orang40,000.004,800.00Kepala tukang batu0.0120orang45,000.00540.00Mandor0.0125orang55,000.00687.50Jumlah90,535.83Dibulatkan90,530.001M2Keramik 20/20 MU 450 & 408 (Lt. 2)Material1.0000m277,008.3377,008.33Upah kerja1.0900m213,527.5014,744.98Jumlah91,753.31Dibulatkan91,750.001M2Keramik 20/20 MU 450 & 408 (Lt. 3)Material1.0000m277,008.3377,008.33Upah kerja1.1200m213,527.5015,150.80Jumlah92,159.13Dibulatkan92,150.00771M2Keramik dinding 20/25 warna mudaUK I-15 kab bgr juli'08Keramik 20x25 dinding setara IKAD (Muda)1.0000m250,500.0050,500.00MU 400 - perekat keramik dinding/5 m2 (25 kg)0.2000zak126,500.0025,300.00MU 408 - pengisi nad/3 m2 (1 kg)0.3333zak10,450.003,483.33Pekerja0.1875orang30,000.005,625.00Tukang batu terampil0.3750orang40,000.0015,000.00Kepala tukang batu0.0450orang45,000.002,025.00Mandor0.0188orang55,000.001,034.00Jumlah102,967.33Dibulatkan102,960.001M2Keramik dinding 20/25 warna muda (Lt. 2)Material1.0000m279,283.3379,283.33Upah kerja1.0900m223,684.0025,815.56Jumlah105,098.89Dibulatkan105,090.001M2Keramik dinding 20/25 warna muda (Lt. 3)Material1.0000m279,283.3379,283.33Upah kerja1.1200m223,684.0026,526.08Jumlah105,809.41Dibulatkan105,800.00781M2Keramik dinding 20/25 warna tuaUK I-15 kab bgr juli'08Keramik 20x25 dinding setara IKAD (Tua)1.0000m252,300.0052,300.00MU 400 - perekat keramik dinding/5 m2 (25 kg)0.2000zak126,500.0025,300.00MU 408 - pengisi nad/3 m2 (1 kg)0.3333zak10,450.003,483.33Pekerja0.1875orang30,000.005,625.00Tukang batu terampil0.3750orang40,000.0015,000.00Kepala tukang batu0.0450orang45,000.002,025.00Mandor0.0188orang55,000.001,034.00Jumlah104,767.33Dibulatkan104,760.001M2Keramik dinding 20/25 warna tua (Lt. 2)Material1.0000m281,083.3381,083.33Upah kerja1.0900m223,684.0025,815.56Jumlah106,898.89Dibulatkan106,890.001M2Keramik dinding 20/25 warna tua (Lt. 3)Material1.0000m281,083.3381,083.33Upah kerja1.1200m223,684.0026,526.08Jumlah107,609.41Dibulatkan107,600.00791M2Keramik 30/30 MU 450 & 408 (Lt. 1)UK I-07 kab bgr juli'08Keramik 30x30 KW 1 DN Corak / Warna / Anti Slip11.0000Bh5,318.1858,500.00MU 450 - perekat keramik/8 m2 (40 kg)0.1250zak182600.0022,825.00MU 408 - pengisi nad/3 m2 (1 kg)0.3333zak10,450.003,483.33Pekerja0.2500org30,000.007,500.00Tukang batu terampil0.1200org40,000.004,800.00Kepala tukang batu0.0120org45,000.00540.00Mandor0.0125org55,000.00687.50Jumlah98,335.83Dibulatkan98,330.001M2Keramik 30/30 MU 450 & 408 (Lt. 2)Material1.0000m284,808.3384,808.33Upah kerja1.0900m213,527.5014,744.98Jumlah99,553.31Dibulatkan99,550.001M2Keramik 30/30 MU 450 & 408 (Lt. 3)Material1.0000m284,808.3384,808.33Upah kerja1.1200m213,527.5015,150.80Jumlah99,959.13Dibulatkan99,950.00801M2Pas. Batako PC pres 10x20x40 ad 1:4kab bgr 2006m3KAB BGR 20060.08PC10.8500kg1,200.0013,020.002.170zak10.85013,020.000Pasir pasang0.0279m3197,000.005,496.300.279m30.0285,496.300Batako 9x19x39 cm / PSPM13.0000Bh2,500.0032,500.00130.000bh13.00032,500.000Pekerja0.2720orang30,000.008,160.001.500org0.1203,600.000Tukang batu terampil0.0850orang40,000.003,400.001.150org0.0923,680.000Kepala tukang batu0.0085orang45,000.00382.504.500org0.36016,200.000Mandor0.0128orang55,000.00701.250.225org0.018990.000Jumlah63,660.0512,643.7575,486.300Dibulatkan63,660.001M2Pas. 1/2 bata merah 1pc:3psE-04 Kab bgr juli'08Bata merah bakar kelas I70.0000bh680.0047,600.00PC14.3700kg1,200.0017,244.00Pasir pasang0.0400m3197,000.007,880.00Pekerja0.3200orang30,000.009,600.0014,875.00Tukang batu terampil0.1000orang40,000.004,000.00Kepala tukang batu0.0100orang45,000.00450.00Mandor0.0150orang55,000.00825.00Jumlah87,599.00Dibulatkan87,590.001M2Pas. 1/2 Bata merah 1pc:3ps (Lt. 2)Material1.0000m272,724.0072,724.00Upah kerja1.0900m214,875.0016,213.75Jumlah88,937.75Dibulatkan88,930.001M2Pas. 1/2 bata merah 1pc:3ps (Lt. 3)Material1.0000m272,724.0072,724.00Upah kerja1.1200m214,875.0016,660.00Jumlah89,384.00Dibulatkan89,380.001M2Pas. 1/2 bata merah 1pc:5psE-06 Kab bgr juli'08Bata merah bakar kelas I70.0000bh680.0047,600.00PC9.6800kg1,200.0011,616.00Pasir pasang0.0450m3197,000.008,865.00Pekerja0.3200orang30,000.009,600.00Tukang batu terampil0.1000orang40,000.004,000.00Kepala tukang batu0.0100orang45,000.00450.00Mandor0.0150orang55,000.00825.00Jumlah82,956.00Dibulatkan82,950.001M2Pas. 1/2 bata merah 1pc:5ps (Lt. 2)Material1.0000M268,081.0068,081.00Upah kerja1.0900M214,875.0016,213.75$ 12,293Jumlah84,294.75Dibulatkan84,290.001M2Pas. 1/2 bata merah 1pc:5ps (Lt. 3)Material1.0000M268,081.0068,081.00Upah kerja1.1200M214,875.0016,660.00Jumlah84,741.00Dibulatkan84,740.00811M2Dinding hebel t 10 cm + MU 380UK pas batakoHebel t. 10x20x608.5000bh8,590.0073,015.008.333MU 380 - pas. Bata ringan/10 m2 (40 kg)0.1000zak134,200.0013,420.000.600Pekerja0.2720orang30,000.008,160.000.160Tukang batu terampil0.0850orang40,000.003,400.000.016Kepala tukang batu0.0085orang45,000.00382.500.480Mandor0.0128orang55,000.00701.250.048Jumlah99,078.7512,643.75Dibulatkan99,070.00$ -1M2Dinding hebel t 10 cm + MU 380 (Lt. 2)Material1.0000m286,435.0086,435.00Upah kerja1.0900m212,643.7513,781.69Jumlah100,216.69Dibulatkan100,210.001M2Dinding hebel t 10 cm + MU 380 (Lt. 3)Material1.0000m286,435.0086,435.00Upah kerja1.1200m212,643.7514,161.00Jumlah100,596.00Dibulatkan100,590.00821M2Plesteran dinding MU 100 t. 10 mmUK F-01 Kab bgr juli'08MU 100 - plesteran/2,4 m2 (40 kg)0.4167kg55,000.0022,916.67Pekerja0.2000orang30,000.006,000.00Tukang batu terampil0.1500orang40,000.006,000.00Kepala tukang batu0.0150orang45,000.00675.00Mandor0.0100orang55,000.00550.00Jumlah36,141.67Dibulatkan36,140.001M2Plesteran dinding MU 100 t. 10 mm (Lt. 2)Material1.0000m222,916.6722,916.67Upah Kerja1.0900m213,225.0014,415.25Jumlah37,331.92Dibulatkan37,330.001M2Plesteran dinding MU 100 t. 10 mm (Lt. 3)Material1.0000m222,916.6722,916.67Upah Kerja1.1200m213,225.0014,812.00Jumlah37,728.67Dibulatkan37,720.00831M2Acian MU 200 t. 3 mmUK F-11 Kab bgr juli'08MU 200 - acian plesteran/20 m2 (40 kg)0.0500kg145,200.007,260.00Pekerja setengah terampil0.1430orang35,000.005,005.00Tukang batu setengah terampil0.1070orang35,000.003,745.00Kepala Tukang0.0105orang45,000.00472.50Mandor0.0105orang55,000.00577.50Jumlah17,060.00Dibulatkan17,060.001M2Acian MU 200 t. 3 mm (Lt. 2)Material1.0000m27,260.007,260.00Upah kerja1.0900m29,800.0010,682.00Jumlah17,942.00Dibulatkan17,940.001M2Acian MU 200 t. 3 mm (Lt. 3)Material1.0000m27,260.007,260.00Upah kerja1.1200m29,800.0010,976.00Jumlah18,236.00Dibulatkan18,230.00841M2Waterproofing MU 600UK F-01 Kab bgr juli'08MU 600 - pelapis kedap air/1,5 m2 (3 kg)0.6667zak103,950.0069,300.00Pekerja0.2000orang30,000.006,000.00Tukang batu terampil0.1500orang40,000.006,000.00Kepala tukang batu0.0150orang45,000.00675.00Mandor0.0100orang55,000.00550.00Jumlah82,525.00Dibulatkan82,520.001M2Waterproofing MU 600 (Lt. 2)Material1.0000m269,300.0069,300.00Upah kerja1.0900m213,225.0014,415.25Jumlah83,715.25Dibulatkan83,710.001M2Waterproofing MU 600 (Lt. 3)Material1.0000m269,300.0069,300.00Upah kerja1.1200m213,225.0014,812.00Jumlah84,112.00Dibulatkan84,110.00851M2Pengecatan dinding Cat VinilexM-07 Kab bgr juli'08M-07Plamir tembok0.1000kg12,200.001,220.000.1000KgCat dasar0.1000kg18,200.001,820.000.1000KgCat Vinilex0.2600kg18,200.004,732.000.2600KgAmplas0.5000lbr2,600.001,300.00Rol cat tembok0.0100bh27,800.00278.00Pekerja0.1000orang30,000.003,000.000.0200OhTukang cat terampil0.0630orang40,000.002,520.000.0630OhKepala tukang cat0.0063orang45,000.00283.500.0063OhMandor0.0025orang55,000.00137.500.0025OhSteger werk0.0450lot15,291.00688.10Jumlah15,979.10Dibulatkan15,970.001M2Pengecatan dinding Cat Vinilex (Lt. 2)Material + alat bantu1.0000m210,038.1010,038.1015,979.10Upah kerja1.0900m25,941.006,475.69Jumlah16,513.79Dibulatkan16,510.001M2Pengecatan dinding Cat Vinilex (Lt. 3)Material + alat bantu1.0000m210,038.1010,038.1015,979.10Upah kerja1.1200m25,941.006,653.92Jumlah16,692.02Dibulatkan16,690.00861M2Pengecatan plafond (3x) Cat VinilexI009 Kt bgrCat Vinilex0.2000kg18,200.003,640.00Plamir tembok0.1600kg12,200.001,952.00Rol cat tembok0.0100bh27,800.00278.00Amplas0.5000lbr2,600.001,300.002Pekerja setengah terampil0.1000orang35,000.003,500.000.200Tukang cat setengah terampil0.1500orang35,000.005,250.000.300Kepala tukang cat0.0150orang45,000.00675.000.030Mandor0.0050orang55,000.00275.000.010Steger werk0.0425Ls16,870.00716.98Jumlah17,586.98Dibulatkan17,580.001M2Pengecatan plafond (3x) Cat Vinilex (Lt. 2)Material + alat bantu1.0000m27,886.987,886.98Upah kerja1.0900m29,700.0010,573.00Jumlah18,459.98Dibulatkan18,450.001M2Pengecatan plafond (3x) Cat Vinilex (Lt. 3)Material + alat bantu1.0000m27,886.987,886.98Upah kerja1.1200m29,700.0010,864.00Jumlah18,750.98Dibulatkan18,750.00871M2Pengecatan kayu (3x) berikut meniM-04 Kab bgr juli'08Meni kayu/besi0.2000kg25,500.005,100.00Plamir kayu0.1500kg18,500.002,775.00Cat dasar0.1700kg18,200.003,094.00Cat kayu glotex0.3500kg37,150.0013,002.50Pekerja0.0700orang30,000.002,100.00Tukang cat terampil0.1050orang40,000.004,200.00Kepala tukang cat0.0040orang45,000.00180.00Mandor0.0025orang55,000.00137.50Jumlah30,589.00Dibulatkan30,580.001M2Pengecatan kayu (3x) berikut meni (Lt. 2)Material1.0000m223,971.5023,971.50Upah kerja1.0900m26,617.507,213.08Jumlah31,184.58Dibulatkan31,180.001M2Pengecatan kayu (3x) berikut meni (Lt. 3)Material + alat bantu1.0000m223,971.5023,971.50Upah kerja1.1200m26,617.507,411.60Jumlah31,383.10Dibulatkan31,380.00881M2Pelaburan Bidang Kayu dengan PoliturM-04 Kab bgr juli'08Politur0.1500Ltr35,100.005,265.00Politur jadi0.3720Ltr52,900.0019,678.80Amplas2.0000lbr2,600.005,200.00Pekerja-orang30,000.00-Tukang cat terampil0.0600orang40,000.002,400.00Kepala tukang cat0.0160orang45,000.00720.00Mandor0.0025orang55,000.00137.50Jumlah33,401.30Dibulatkan33,400.001M2Pelaburan Bidang Kayu dengan Politur (Lt. 2)Material1.0000m230,143.8030,143.80Upah kerja1.0900m23,257.503,550.68Jumlah33,694.48Dibulatkan33,690.00891M2Pengecatan meni besiM-11 Kab bgr juli'08Meni kayu/besi0.1000kg5,100.00510.00Kuas 3"0.0100bh13,600.00136.00Pekerja0.0200orang30,000.00600.00Tukang cat terampil0.2000orang40,000.008,000.00Kepala tukang cat0.0200orang45,000.00900.00Mandor0.0100orang55,000.00550.00Jumlah10,696.00Dibulatkan10,690.00901M2Pengecatan besiPengecatan meni besi1.0000M210,690.0010,690.00Cat besi glotex0.2000kg37,150.007,430.00Amplas0.4000lbr2,600.001,040.00Tiner A0.1500ltr20,300.003,045.00Kuas 3"0.0500bh13,600.00680.00Pekerja terampil0.2000org38,500.007,700.00Tukang cat terampil0.3000org40,000.0012,000.00Kepala tukang cat0.0300org45,000.001,350.00Mandor0.0100org55,000.00550.00Jumlah44,485.00Dibulatkan44,480.001M2Pengecatan besi (Lt. 2)Material1.0000m222,885.0022,885.00Upah kerja1.0900m221,600.0023,544.00Jumlah46,429.00Dibulatkan46,420.001M'Listplank + Talang metal 30/30 (Lt. 1)by DCSPekerja terampil0.1750orang38,500.006,737.50Tukang kayu setengah terampil0.5000orang35,000.0017,500.00Kepala tukang kayu0.0500orang45,000.002,250.00Mandor0.0100orang55,000.00550.00Listplank dan talang Zam t=0,8mm powdercoating1.0000m'200,000.00200,000.00Jumlah227,037.50Dibulatkan227,030.001M'Listplank + Talang metal 30/30 (Lt. 2)Material1.0000m'200,000.00200,000.00Upah kerja1.0900m'27,037.5029,470.88Jumlah229,470.88Dibulatkan229,470.001M'Listplank + Talang metal 30/30 (Lt. 3)Material1.0000m'200,000.00200,000.00Upah kerja1.1200m'27,037.5030,282.00Jumlah230,282.00Dibulatkan230,280.00911M'Listplank metal 30 cm (Lt. 2)by DCS2Pekerja terampil0.0954orang38,500.003,671.940.08750.175Tukang kayu setengah terampil0.2725orang35,000.009,537.500.250.5Kepala tukang kayu0.0273orang45,000.001,226.250.0250.05Mandor0.0055orang55,000.00299.750.0050.01Listplank metal Zam t=0,8mm powdercoating1.0000m'100,000.00100,000.00Jumlah114,735.44Dibulatkan114,730.001M'Listplank GRC T. 12 mm L. 30 cmJ-20R1 Kab bgr juli'08J-20 R1Kalsiplank uk. 3000x300x12 mm0.3400lbr58,900.0020,026.00Kayu balok borneo super0.0030m33,250,000.009,750.00Paku 1 s/d 3 cm0.3000kg21,650.006,495.00Paku skrup4.0000bh275.001,100.00Pekerja0.1100orang30,000.003,300.00Tukang kayu terampil0.2200orang40,000.008,800.00Kepala tukang kay