89321887 Analisa Pipa Jenggot

DAFT ISIDAFTAR ISIHal1.Keputusan Walikota Pekalongan2.Analisa Biaya Konstruksi PekerjaanPersiapan1 - 4SNI 20023.Analisa Biaya Konstruksi PekerjaanTanah5 - 6SNI 20024.Analisa Biaya Konstruksi PekerjaanPondasi7 - 10SNI 20025.Analisa Biaya Konstruksi PekerjaanDinding11 - 14SNI 20026.Analisa Biaya Konstruksi PekerjaanBeton15 - 19SNI 20027.Analisa Biaya Konstruksi PekerjaanPlesteran20 - 25SNI 20028.Analisa Biaya Konstruksi PekerjaanPenutup Lantai26 - 29SNI 20029.Analisa Biaya Konstruksi PekerjaanKayu30 - 44SNI 200810.Analisa Biaya Konstruksi PekerjaanLangit - Langit45 - 46SNI 200811.Analisa Biaya Konstruksi PekerjaanSanitasi47 - 50SNI 200212.Analisa Biaya Konstruksi PekerjaanAtap51 - 57SNI 200213.Analisa Biaya Konstruksi PekerjaanTalang58SNI 200814.Analisa Biaya Konstruksi PekerjaanPengecatan56 - 61SNI 200215.Analisa Biaya Konstruksi PekerjaanBesi dan Alumunium62 - 64SNI 200816.Analisa Biaya Konstruksi PekerjaanKunci dan Kaca65 - 66SNI 200217.Analisa Biaya Konstruksi PekerjaanPemasangan Paving67 - 69BOW18.Analisa Biaya Konstruksi PekerjaanBronjong70 - 71BOW19.Analisa Biaya Konstruksi PekerjaanNormalisasi Sungai72 - 73AN HIT20.Analisa Biaya Konstruksi PekerjaanRevetmen74AN HIT20.Analisa Biaya Konstruksi PekerjaanPengeboran Sumur75 - 80AN HIT21.Analisa Biaya Konstruksi PekerjaanPerpipaan81AN HIT22.Analisa Biaya Konstruksi PekerjaanJalan82 - 9323.Analisa Biaya Peralatan Jalan94 - 9723.Daftar Harga Satuan Pekerjaan98 - 10324.Daftar Harga Bahan dan Upah Pekerja105 - 123

PersiapanLampiran : Keputusan Walikota PekalonganNomor: Tanggal:

ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN

NO.REF.URAIANKOEF.SAT.HARGA SAT.JUMLAH1234567=(4X6)

1 SNI 03 - 2835 - 20021 M ' PAGAR SEMENTARA DARI KAYU TINGGI 2 METER

Kayu Hutan 8-10 /400 cm0.0400m31,091,300.0043,652.00Semen Portland ( PC )2.5000kg1,284.003,210.00Pasir Muntilan0.0050m3303,100.001,515.50Koral Beton0.0090m3145,500.001,309.50Kayu 5/70.0720m31,091,300.0078,573.60Paku0.0600kg15,700.00942.00Residu / Teer0.4000lt1,680.00672.00

Pekerja0.4000org36,300.0014,520.00Tukang kayu0.2000org48,500.009,700.00Kepala Tukang0.0200org51,500.001,030.00Mandor0.0200org54,500.001,090.00

J u m l a h156,214.60

2 SNI 03 - 2835 - 20021 M' PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 METER

Kayu Hutan 8-10/400 cm0.0400m31,091,300.0043,652.00Semen Porland ( PC )2.5000Kg1,284.003,210.00Seng gelombang1.2000lbr54,500.0065,400.00Pasir Muntilan0.0050m3303,100.001,515.50Koral Beton0.0090m3145,500.001,309.50Kayu 5/70.0720m31,091,300.0078,573.60Paku0.0600kg15,700.00942.00Meni Besi0.4500kg14,500.006,525.00

Tukang Kayu0.2000oh48,500.009,700.00Pekerja0.4000oh36,300.0014,520.00Kepala Tukang0.0200oh51,500.001,030.00Mandor0.0200oh54,500.001,090.00

J u m l a h227,467.60

3 SNI 03 - 2835 - 20021 M' PAGAR SEMENTARA DARI KAWAT DURI TINGGI 1,8 METER

Kayu Hutan 8-10/400 cm0.0320m31,091,300.0034,921.60Semen Porland ( PC )2.0000kg1,284.002,568.00Kawat Duri25.0000kg78,800.001,970,000.00Pasir Muntilan0.0050m3303,100.001,515.50Koral Beton0.0090m3145,500.001,309.50Paku0.0600kg15,700.00942.00

Tukang Kayu0.2000Oh48,500.009,700.00Pekerja0.3000Oh36,300.0010,890.00Kepala Tukang0.0200Oh51,500.001,030.00Mandor0.0200Oh54,500.001,090.00

J u m l a h2,033,966.60

4 SNI 03 - 2835 - 20021 M' PENGUKURAN DAN PEMASANGAN BOWPLANK

Kayu 5/70.0120m31,091,300.0013,095.60Paku0.0200kg15,700.00314.00Kayu Papan 3/200.0070m31,091,300.007,639.10

Tukang Kayu0.1000Oh48,500.004,850.00Pekerja0.1000Oh36,300.003,630.00Kepala Tukang0.0100Oh51,500.00515.00Mandor0.0050Oh54,500.00272.50

J u m l a h30,316.20

5 SNI 03 - 2835 - 20021 M2 PEMBUATAN KANTOR SEMENTARA DENGAN LANTAI PLESTERAN

Kayu Hutan 8-10/400 cm0.0400m31,091,300.0043,652.00Kayu0.1800m31,091,300.00196,434.00Kayu biasa0.8500kg1,091,300.00927,605.00Besi Strip1.1000kg14,500.0015,950.00Semen Portland35.0000kg1,284.0044,940.00Pasir Pasang0.1500m3157,600.0023,640.00Pasir Muntilan0.1000m3303,100.0030,310.00Koral Beton0.1500m3145,500.0021,825.00Batu bata merah 5x11x22 cm30.0000Bh500.0015,000.00Seng gelombang0.2500lbr54,500.0013,625.00Jendela Nako2.0000bh12,100.0024,200.00Kaca Polos 5 mm0.0800m266,600.005,328.00Kunci tanam0.1500bh54,500.008,175.00Multiplek 4 mm0.0600lbr60,600.003,636.00

Tukang Kayu2.0000Oh48,500.0097,000.00Tukang batu1.0000Oh48,500.0048,500.00Pekerja2.0000Oh36,300.0072,600.00Kepala Tukang0.3000Oh51,500.0015,450.00Mandor0.0500Oh54,500.002,725.00

J u m l a h1,610,595.00

6 SNI 03 - 2835 - 20021 M2 PEMBUATAN GUDANG SEMEN DAN ALAT - ALAT

Kayu Hutan 8-10/400cm0.0544m31,091,300.0059,366.72Kayu0.2100m31,091,300.00229,173.00Paku0.3000kg15,700.004,710.00Semen Porland10.5000kg1,284.0013,482.00Pasir Muntilan0.0300m3303,100.009,093.00Koral beton0.0500m3145,500.007,275.00Seng Gelombang BLJS1.5000lbr54,500.0081,750.00

Tukang Kayu2.0000Oh48,500.0097,000.00Pekerja1.0000Oh36,300.0036,300.00Kepala Tukang0.2000Oh51,500.0010,300.00Mandor0.0500Oh54,500.002,725.00

J u m l a h551,174.72

7 SNI 03 - 2835 - 20021 M2 PEMBUATAN RUMAH JAGA / KONSTRUKSI KAYU

Kayu Hutan 8-10/400cm0.096000m31,091,300.00104,764.80Kayu0.2760m31,091,300.00301,198.80Paku0.7000kg15,700.0010,990.00Seng gelombang BLJS1.5000Lbr54,500.0081,750.00

Tukang kayu1.5000Oh48,500.0072,750.00Pekerja1.0000Oh36,300.0036,300.00Kepala Tukang0.1500Oh51,500.007,725.00Mandor0.0500Oh54,500.002,725.00

J u m l a h618,203.60

8 SNI 03 - 2835 - 20021 M2 MEMBERSIHKAN LAPANGAN DAN PERATAAN

Pekerja0.1000Oh36,300.003,630.00Mandor0.0500Oh54,500.002,725.00

J u m l a h6,355.00

9 SNI 03 - 2835 - 20021 M2 PEMBUATAN BEDENG BURUH

Kayu Hutan 8-10/400 cm0.0400m31,091,300.0043,652.00Kayu0.1860m31,091,300.00202,981.80Paku0.3000kg15,700.004,710.00Semen Portland18.0000kg1,284.0023,112.00Pasir Muntilan0.0300m3303,100.009,093.00Koral Beton0.0500m3145,500.007,275.00Seng Gelombang BLJS1.5000lbr54,500.0081,750.00Multiplek 4 mm1.3500lbr60,600.0081,810.00

Tukang kayu2.0000Oh48,500.0097,000.00Pekerja1.0000Oh36,300.0036,300.00Kepala Tukang0.2000Oh51,500.0010,300.00Mandor0.0500Oh54,500.002,725.00

J u m l a h600,708.80

10 SNI 03 - 2835 - 20021 M2 PASANG PAGAR KAWAT JARING GALVANIS, TINGGI 1 M

Pagar kawat jaring galvanis0.4340lbr181,800.0078,901.20

Pekerja0.0420Oh36,300.001,524.60Kepala Tukang0.0040Oh51,500.00206.00Tukang0.0420Oh48,500.002,037.00Mandor0.0020Oh54,500.00109.00

J u m l a h82,777.80

Kayu Borneo , balok0.0195m36,635,000.00129,382.50Kayu Borneo , papan0.0070m36,635,000.0046,445.00Paku0.1000kg9,720.00972.00

Pekerja0.1500Oh25,000.003,750.00Tukang kayu0.4500Oh35,000.0015,750.00Kepala Tukang0.0450Oh37,500.001,687.50Mandor0.0750Oh37,500.002,812.50

J u m l a h200,799.50

&P

tanahANALISA BIAYA KONSTRUKSI PEKERJAAN TANAH


1SNI 03-2835-20021 M3 GALIAN TANAH BIASA SEDALAM 1 METER


J u m l a h16,700.00



J u m l a h21,927.80



J u m l a h30,659.00

4SNI 03-2835-20021 M3 GALIAN TANAH KERAS SEDALAM 1 METER


J u m l a h26,066.50

5SNI 03-2835-20021 M3 GALIAN TANAH CADAS SEDALAM 1 METER


J u m l a h52,187.50

6SNI 03-2835-20021 M3 GALIAN TANAH LUMPUR SEDALAM 1 METER


J u m l a h34,398.40

7SNI 03-2835-20021 M2 PEKERJAAN STRIPPING SETINGGI 1 METER

Pekerja0.0500Oh36,300.001,815.00Mandor0.0050Oh54,500.00272.50

J u m l a h2,087.50

8SNI 03-2835-20021 M2 PEMBUANGAN TANAH SEJAUH 150 METER


J u m l a h21,455.80

9SNI 03-2835-20021 M3 URUGAN KEMBALI


J u m l a h8,005.10

10SNI 03-2835-20021 M3 PEMADATAN TANAH


J u m l a h20,875.00

11SNI 03-2835-20021 M3 URUGAN PASIR

Pasir Urug1.2000m372,700.0087,240.00


J u m l a h98,675.00

12SNI 03-2835-20021 M3 LAPISAN PUDEL CAMPURAN 1 Kp : 3 Ps : 7 TL

Pasir Urug0.3300m372,700.0023,991.00Kapur Padam0.1090m372,700.007,924.30Tanah Liat0.7630m348,500.0037,005.50

Pekerja0.8330Oh36,300.0030,237.90Tukang Batu0.4160Oh48,500.0020,176.00Kepala Tukang0.0400Oh51,500.002,060.00Mandor0.0830Oh54,500.004,523.50

J u m l a h125,918.20

13SNI 03-2835-20021 M3 LAPISAN PUDEL CAMPURAN 1 Kp : 5 TL

Kapur padam0.2000m372,700.0014,540.00Tanah Liat1.0000m348,500.0048,500.00

Pekerja0.8330Oh36,300.0030,237.90Tukang Batu0.4160Oh48,500.0020,176.00Kepala Tukang0.0410Oh51,500.002,111.50Mandor0.0810Oh54,500.004,414.50

J u m l a h119,979.90

14SNI 03-2835-20021 M3 URUGAN SIRTU

Sirtu1.2000m384,800.00101,760.00


J u m l a h112,197.50

15SNI 03-2835-20021 M2 PEMBUATAN JALAN SEMENTARA, TEBAL 25 CM

Batu belah0.2750m3115,200.0031,680.00Kerikil0.0300m3103,000.003,090.00Pasir Urug0.0500m372,700.003,635.00


J u m l a h80,155.00

16BOW1 M3 URUGAN TANAH BARU

Tanah Urug1.2000m348,500.0058,200.00


J u m l a h62,375.00

&P

PondasiANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI


1SNI 03-2836-20021 M3 PASANG PONDASI BATU KALI 1 PC : 1 PS

Batu Belah 15/201.1000m3115,200.00126,720.00Semen Portland392.0000kg1,284.00503,328.00Pasir Pasang0.3140m3157,600.0049,486.40

Pekerja1.5000Oh36,300.0054,450.00Tukang batu0.6000Oh48,500.0029,100.00Kepala Tukang0.0600Oh51,500.003,090.00Mandor0.0750Oh54,500.004,087.50

J u m l a h770,261.90

2SNI 03-2836-20021 M3 PASANG PONDASI BATU KALI 1 PC : 2 PS



J u m l a h627,570.70

3SNI 03-2836-20021 M3 PASANG PONDASI BATU BELAH 1 PC : 2.5 PS



J u m l a h602,947.50

4SNI 03-2836-20021 M3 PASANGAN PONDASI BATU KALI 1 PC : 3 PS



J u m l a h553,251.50




J u m l a h508,691.50




J u m l a h477,805.90

7SNI 03-2836-20021 M3 PASANGAN PONDASI BATU KALI 1 PC : 6PS



J u m l a h456,089.10


Batu Belah 15/201.1000m3115,200.00126,720.00Semen Portland91.0000m31,284.00116,844.00Pasir Pasang0.5610m3157,600.0088,413.60


J u m l a h422,705.10

9SNI 03-2836-20021 M3 PASANGAN PONDASI BATU KALI 1 KP : 1 PC : 1 PS

Batu Belah 15/201.1000m3115,200.00126,720.00Kapur pasang0.2290m372,700.0016,648.30Pasir Pasang0.5440m3157,600.0085,734.40Semen Portland0.2290kg1,284.00294.04

Pekerja1.5000Oh36,300.0054,450.00Tukang batu0.6000Oh48,500.0029,100.00Kepala Tukang0.0600Oh51,500.003,090.00Mandor0.0750Oh54,500.004,087.50J u m l a h320,124.24

10SNI 03-2836-20021 M3 PASANGAN PONDASI BATU KALI 1 KP : 1 PC : 2 PS

Batu Belah 15/201.1000m3115,200.00126,720.00Kapur pasang0.1700m372,700.0012,359.00Pasir Pasang0.3400m3157,600.0053,584.00Semen Portland0.1700kg1,284.00218.28


J u m l a h283,608.78

11SNI 03-2836-20021 M3 PASANGAN PONDASI BATU KALI 1 PC : 1/4 Kp : 4 PS

Batu Belah 15/201.1000m3115,200.00126,720.00Semen Portland156.0000kg1,284.00200,304.00Kapur pasang0.0320m372,700.002,326.40Pasir Pasang0.5840m3157,600.0092,038.40


J u m l a h512,116.30

12SNI 03-2836-20021 M3 PASANGAN PONDASI BATU KALI 1 PC : 3 Kp : 10 PS


Pekerja1.5000Oh36,300.0054,450.00Tukang batu0.6000Oh48,500.0029,100.00Kepala Tukang0.0600Oh51,500.003,090.00Mandor0.0750Oh54,500.004,087.50J u m l a h383,997.60

13SNI 03-2836-20021 M3 PASANGAN PONDASI BATU KALI 1/4 PC : 1 Kp : 4 PS



J u m l a h362,040.00

14SNI 03-2836-20021 M3 PASANG PONDASI BATU KOSONG

Batu kali bulat1.2000m390,900.00109,080.00Pasir Urug0.3000m372,700.0021,810.00


J u m l a h182,253.00

15SNI 03-2836-20021 M3 PASANG PONDASI SIKLOP 40 % BATU KALI

Besi beton75.0000kg9,700.00727,500.00Semen Portland202.0000kg1,284.00259,368.00Pasir Beton0.3200m3303,100.0096,992.00Kerikil0.4900m3103,000.0050,470.00Kawat beton0.8000kg18,100.0014,480.00

Pekerja3.0000Oh36,300.00108,900.00Tukang batu0.8500Oh48,500.0041,225.00Kepala Tukang0.0850Oh51,500.004,377.50Mandor0.1500Oh54,500.008,175.00J u m l a h1,303,312.50

16SNI 03-2836-20021 M3 PASANG PONDASI SUMURAN DIAMETER 100 CM

Batu belah 15/200.4500m3115,200.0051,840.00Semen Portland280.0000kg1,284.00359,520.00Pasir Beton0.4500m3303,100.00136,395.00Kerikil0.6700m3103,000.0069,010.00


J u m l a h723,614.00

17SNI 03-2836-20021 M' PEMBUATAN TIANG PANCANG ( 40 X 40 ) CM, BETON BERTULANG

Pasir Urug0.0190m372,700.001,381.30Pasir Beton0.0940m3303,100.0028,491.40Koral beton0.1500m3145,500.0021,825.00Semen Portland60.5000kg1,284.0077,682.00Besi beton45.0000kg9,700.00436,500.00Kawat beton0.9000kg18,100.0016,290.00Kayu Kaso 5/70.0320m31,091,300.0034,921.60Paku0.1200kg15,700.001,884.00


J u m l a h693,945.80

18SNI 03-2836-20021 M' PEMBUATAN TIANG PANCANG ( 35 X 35 ) CM, BETON BERTULANG

Pasir Urug0.0160m372,700.001,163.20Pasir Beton0.0800m3303,100.0024,248.00Koral beton0.1250m3145,500.0018,187.50Semen Portland49.0000kg1,284.0062,916.00Besi beton34.5000kg9,700.00334,650.00Kawat beton0.7000kg18,100.0012,670.00Kayu Kaso 5/70.0270m31,091,300.0029,465.10Paku0.1200kg15,700.001,884.00


J u m l a h543,228.80

&P

dinding

ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING


1SNI 03 - 2837 - 20021 M2 PASANGAN BATU BATA MERAH TEBAL 1 BATA, 1 PC : 1 PS

Batu Merah 5 x11x22 cm140.0000bh500.0070,000.00Semen Portland64.0300kg1,284.0082,214.52Pasir Pasang0.0590m3157,600.009,298.40


J u m l a h197,472.92




J u m l a h174,422.00


Batu Merah 5x11x 22 cm140.0000bh500.0070,000.00Semen Portland32.9500kg1,284.0042,307.80Pasir Pasang0.0910m3157,600.0014,341.60


J u m l a h162,609.40


Batu Merah 5 x11 x 22 cm140.0000bh500.0070,000.00Semen Portland26.5500kg1,284.0034,090.20Pasir Pasang0.0930m3157,600.0014,656.80


J u m l a h154,707.00




J u m l a h149,121.60


Batu Merah 5 x11x 22cm140.0000bh500.0070,000.00Semen Portland22.2000kg1,284.0028,504.80Pasir Pasang0.1020m3157,600.0016,075.20


J u m l a h150,540.00

7SNI 03 - 2837 - 20021 M2 PASANGAN BATU BATA MERAH TEBAL 1 BATA, 1 PC : 3 Kp ; 10 PS

Batu Merah 5 x 11 x 22 cm140.0000bh500.0070,000.00Semen Portland10.0800kg1,284.0012,942.72Pasir Pasang0.0925m3157,600.0014,578.00Kapur Pasang0.0275m372,700.001,999.25


J u m l a h135,479.97

8SNI 03 - 2837 - 20021 M2 PASANGAN BATU BATA MERAH TEBAL 1/2 BATA, 1 PC : 1 PS


Pekerja0.3200Oh36,300.0011,616.00Tukang batu0.1000Oh48,500.004,850.00Kepala Tukang0.0100Oh51,500.00515.00Mandor0.0150Oh54,500.00817.50

J u m l a h92,906.50


Batu Merah 5x11x22 cm70.0000bh500.0035,000.00Semen Portland18.9500kg1,284.0024,331.80Pasir Pasang0.0380m3157,600.005,988.80


J u m l a h83,119.10




J u m l a h77,553.58


Batu Merah 5x11x22 cm70.0000bh500.0035,000.00Semen Portland11.5000kg1,284.0014,766.00Pasir Pasang0.0430m3157,600.006,776.80


J u m l a h74,341.30




J u m l a h72,319.62



Pekerja0.3200Oh36,300.0011,616.00Tukang batu0.1000Oh48,500.004,850.00Kepala Tukang0.0100Oh51,500.00515.00Mandor0.015054,500.00817.50

J u m l a h71,203.78




J u m l a h69,024.50

15SNI 03 - 2837 - 20021 M2 PASANGAN BATU BATA MERAH TEBAL 1/2 BATA, 1 PC : 3 Kp : 10 PS

Batu Merah 5x11x22 cm70.0000bh500.0035,000.00Semen Portland4.5000kg1,284.005,778.00Pasir Pasang0.0500m3157,600.007,880.00Kapur Padam0.0150m372,700.001,090.50


J u m l a h67,547.00

16SNI 03 - 2837 - 20021 M2 PASANGAN BATU MERAH TEBAL 1/2 BATA, 1 Kp : 1 Sm : 1 PS

Batu Merah 5x11x22 cm70.0000bh500.0035,000.00Semen Portland0.0180kg1,284.0023.11Pasir Pasang0.0180m3157,600.002,836.80Kapur Padam0.0180m372,700.001,308.60


J u m l a h56,967.01

17SNI 03 - 2837 - 20021 M2 PASANG DINDING ROASTER / TERAWANG ( 30 X 30 ) CM

Roster / terawang 30 x 3011.0000bh9,000.0099,000.00Semen portland12.8000kg1,284.0016,435.20Pasir Pasang0.0350m3157,600.005,516.00


J u m l a h138,023.70

7=(4X6)

Kayu Borneo , balok0.0195m36,635,000.00129,382.50Kayu Borneo , papan0.0070m36,635,000.0046,445.00Paku0.1000kg9,720.00972.00

Pekerja0.1500Oh25,000.003,750.00Tukang kayu0.4500Oh35,000.0015,750.00Kepala Tukang0.0450Oh37,500.001,687.50Mandor0.0750Oh37,500.002,812.50

J u m l a h200,799.50

&12 &P

Beton SNI2008

ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON

NOREFURAIAN KOEF SAT. HARGA SAT. JUMLAH 123456(4X6)=7

1SNI 7394:20081 m3 Membuat Beton mutu f'c=7,4 Mpa (K100), slum (122)cm, w/c = 0,87

Portland Semen247.000Kg1,284.00317,148.00Pasir Beton 869.000Kg216.50188,138.50Kerikil (maksimum 30 mm)999.000Kg107.78107,670.00Air215.000ltr2.50537.50


J u m l a h692,692.00




J u m l a h722,452.61




J u m l a h746,245.00

4SNI 7394:20081 m3 Membuat Lantai Kerja Beton mutu f'c=7,4 MPa (K100), slum (3-6)cm, w/c = 0,87Portland Semen230.000Kg1,284.00295,320.00Pasir Beton 893.000Kg216.50193,334.50Kerikil (maksimum 30 mm)1027.000Kg107.78110,687.78Air200.000ltr2.50500.00


J u m l a h657,402.28

5SNI 7394:20081 m3 Membuat Beton mutu f'c=14,5 MPa (K175), slum (122)cm, w/c = 0,66



J u m l a h773,762.83


Portland Semen352.000Kg1,284.00451,968.00Pasir Beton 731.000Kg216.50158,261.50Kerikil (maksimum 30 mm)1031.000Kg107.78111,118.89Air215.000ltr2.50537.50118002500Pekerja1.650Oh36,300.0059,895.0014300Tukang batu0.275Oh48,500.0013,337.5071500Kepala Tukang0.028Oh51,500.001,442.00Mandor0.083Oh54,500.004,523.50

J u m l a h801,083.89




J u m l a h820,059.83




J u m l a h834,590.61

9SNI 7394:20081 m3 Membuat Lantai Kerja Beton mutu f'c=24,0 MPa (K275), slum (122)cm, w/c = 0,53Portland Semen406.000Kg1,284.00521,304.00Pasir Beton 684.000Kg216.50148,086.00Kerikil (maksimum 30 mm)1026.000Kg107.78110,580.00Air215.000ltr2.50537.50


J u m l a h859,705.50




J u m l a h867,505.11




J u m l a h918,422.94




J u m l a h928,682.78

13SNI 7394:200810 kg Pembesian dg Besi Polos atau Besi Ulir

Besi Beton (polos/ulir)10.500Kg9,700.00101,850.00Kawat Beton0.150Kg18,100.002,715.00


J u m l a h / 10 Kg111,079.50J u m l a h / 1 Kg11,107.95

14SNI 7394:200810 Kg Kabel Presstresed Polos/strand

Besi presstressed polos10.5000kg9,700.00101,850.00Kawat beton0.1000kg18,100.001,810.00


J u m l a h108,321.00J u m l a h / 1 Kg10,832.10

15SNI 7394:20081 Kg Jaring Kawat baja/Wire Mesh

Besi Jaring Kawat Baja1.0200kg14,500.0014,790.00Kawat Beton0.0500kg18,100.00905.00

Pekerja0.025Oh36,300.00907.50Tukang batu0.025Oh48,500.001,212.50Kepala Tukang0.002Oh51,500.00103.00Mandor0.001Oh54,500.0054.50J u m l a h17,972.50

16SNI 03-3435 - 20021 M2 PASANG BEKISTING UNTUK PONDASI

Kayu Hutan0.040m31,091,300.0043,652.00Paku0.300kg15,700.004,710.00

Pekerja0.300Oh36,300.0010,890.00Tukang batu0.260Oh48,500.0012,610.00Kepala Tukang0.026Oh51,500.001,339.00Mandor0.005Oh54,500.00272.50J u m l a h73,473.50

17SNI 03-3435 - 20021 M2 PASANG BEKISTING UNTUK SLOOF

Kayu Hutan0.045 m3 1,091,300.0049,108.50Paku0.300Kg15,700.004,710.000.00Pekerja0.300Oh36,300.0010,890.00Tukang batu0.260Oh48,500.0012,610.00Kepala Tukang0.026Oh51,500.001,339.00Mandor0.005Oh54,500.00272.50

J u m l a h78,930.00

18SNI 03-3435 - 20021 M2 PASANG BEKISTING UNTUK KOLOM

Kayu Hutan0.040 m3 1,091,300.0043,652.00Paku0.400Kg15,700.006,280.00Balok kayu hutan0.015m31,091,300.0016,369.50Plywood 0.350lbr78,800.0027,580.00Kayu Hutan 8 -10/40.014m31,091,300.0015,278.20

Pekerja0.300Oh36,300.0010,890.00Tukang batu0.330Oh48,500.0016,005.00Kepala Tukang0.033Oh51,500.001,699.50Mandor0.006Oh54,500.00327.00

J u m l a h138,081.20

19SNI 03-3435 - 20021 M2 PASANG BEKISTING UNTUK BALOK

Kayu Hutan0.040 m3 1,091,300.0043,652.00Paku0.400Kg15,700.006,280.00Balok kayu Hutan0.018m31,091,300.0019,643.40Plywood 0.350lbr78,800.0027,580.00Kayu Hutan 8 -10/40.021m31,091,300.0022,917.30


20SNI 03-3435 - 2002 1 M2 PASANG BEKISTING UNTUK PLAT LANTAI ATAS

Kayu Hutan0.040 m3 1,091,300.0043,652.00Paku0.400Kg15,700.006,280.00Balok kayu Hutan0.015m31,091,300.0016,369.50Plywood 0.350lbr78,800.0027,580.00Kayu Hutan 8-10/40.049m31,091,300.0053,473.70


21SNI 03-3435 - 2002 1 M2 PASANG BEKISTING UNTUK DINDING

Kayu Hutan0.030m31,091,300.0032,739.00Paku0.400kg15,700.006,280.00Balok kayu Hutan0.020m31,091,300.0021,826.00Plywood 0.350lbr78,800.0027,580.00Kayu Hutan 8-10/40.032m31,091,300.0034,375.95


J u m l a h152,448.45

22SNI 03-3435 - 20021 M2 PASANG BEKISTING UNTUK TANGGA

Kayu Hutan0.030m31,091,300.0032,739.00Paku0.400kg15,700.006,280.00Balok Kayu Hutan0.015m31,091,300.0016,369.50Plywood 0.350lbr78,800.0027,580.00Kayu Hutan 8-10/40.070m31,091,300.0076,391.00


J u m l a h189,007.00

&P

Cat

ANALISA BIAYA KONSTRUKSI PEKERJAAN PENGECATAN

REF.URAIANKOEF.SAT.HARGA SAT.JUMLAH1234567=(4X6)

1SNI 03-3436-20021 M2 MENDEMPUL DAN MENGGOSOK KAYU

Dempul0.0800kg14,500.001,160.00Minyak cat0.0200ltr12,100.00242.00Batu Apung0.0100kg18,100.00181.00

Pekerja0.0400Oh36,300.001,452.00Tukang cat0.0400Oh48,500.001,940.00Kepala Tukang0.0040Oh51,500.00206.00Mandor0.0025Oh54,500.00136.25

J u m l a h5,317.25

2SNI 03-3436-20021 M2 PENGECATAN BIDANG KAYU LAMA

Plamur0.1500kg20,600.003,090.00Cat Dasar0.1700kg14,500.002,465.00Cat Penutup0.1700kg42,400.007,208.00


J u m l a h19,464.00

3SNI 03-3436-20021 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR )1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP

Cat Meni0.2000kg14,500.002,900.00Plamir0.1500kg20,600.003,090.00Cat Dasar0.1700kg14,500.002,465.00Cat Penutup 2 kali0.2600kg42,400.0011,024.00

Pekerja0.0700Oh36,300.002,541.00Tukang at0.0090Oh48,500.00436.50Kepala Tukang0.0060Oh51,500.00309.00Mandor0.0025Oh54,500.00136.25

J u m l a h22,901.75

4SNI 03-3436-20021 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR )1 LAPIS CAT DASAR, 3 LAPIS CAT PENUTUP

Cat Meni0.2000kg14,500.002,900.00Plamir0.1500kg20,600.003,090.00Cat Dasar0.1700kg14,500.002,465.00Cat Penutup 2 kali0.3500kg42,400.0014,840.00


J u m l a h31,270.75

5SNI 03-3436-20021 M2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU ATAU TERResidu atau ter0.3500ltr1,680.00588.00

Pekerja0.1000Oh36,300.003,630.00Tukang cat0.0000Oh48,500.000.00Kepala Tukang0.0000Oh51,500.000.00Mandor0.0060Oh54,500.00327.00

J u m l a h4,545.00

6SNI 03-3436-20021 M2 PENGECATAN TEMBOK BARU ( 1 LAPIS PLAMIR, 1 LAPIS CAT DASAR ,2 LAPIS CAT PENUTUP )

Plamur tembok0.1000kg18,100.001,810.00Cat dasar0.1000kg15,100.001,510.00Cat penutup 2 x0.2600kg15,100.003,926.00

Pekerja0.0200Oh36,300.00726.00Tukang cat0.0630Oh48,500.003,055.50Kepala Tukang0.0063Oh51,500.00324.45Mandor0.0025Oh54,500.00136.25

J u m l a h11,488.20

7SNI 03-3436-20021 M2 PENGECATAN TEMBOK LAMA ( 1 LAPIS CAT DASAR. 2 LAPIS CAT PENUTUP )Cat dasar0.1200kg15,100.001,812.00Cat penutup 0.1800kg15,100.002,718.00


J u m l a h7,935.95

6AN. HIT1 M2 PEK. PLITUR SEDERHANA

Sarlak0.0166kg48,500.00805.10Spiritus0.3300ltr10,300.003,399.00Batu Apung0.2000kg18,100.003,620.00

Tukang Cat0.5000org48,500.0024,250.00

J u m l a h32,074.10

Untuk Plituran yang 2 x K. 1564,148.207AN. HIT1 M2 PLITURAN BANGUNAN ( BIASA )

Dempul plitur 0.0300kg14,500.00435.00Wood Filer ( INFRA )0.2000kg30,300.006,060.00Semen putih0.0200kg1,502.0030.04Batu Apung0.2000kg18,100.003,620.00Sarlak0.0100kg48,500.00485.00Kwas 3 "0.1000bh7,200.00720.00Spiritus0.2000ltr10,300.002,060.00Ampelas Kayu0.1000lbr3,600.00360.00

Mandor0.0200org54,500.001,090.00Kepala Tukang0.0400org51,500.002,060.00Tukang Cat /Plitur0.2850org48,500.0013,822.50Pekerja0.2500org36,300.009,075.00

J u m l a h39,817.548AN. HIT1 M2 PLITURAN MEUBELAIR

Dempul plitur /dempul kasar 0.0300kg14,500.00435.00Wood Filer ( INFRA )0.2000kg30,300.006,060.00Melamik0.3500kg43,600.0015,260.00Semen putih0.0200kg1,502.0030.04Batu Apung0.1000kg18,100.001,810.00Sarlak0.2000kg48,500.009,700.00Kwas 3"0.0100bh7,200.0072.00Spiritus0.2000ltr10,300.002,060.00Ampelas Kayu0.1000lbr3,600.00360.00

Mandor0.0200org54,500.001,090.00Kepala Tukang0.0400org51,500.002,060.00Tukang Plitur / Cat0.2850org48,500.0013,822.50Pekerja0.2500org36,300.009,075.00

J u m l a h61,834.54

&P

An~Pipa~HitANALISA BIAYA KONSTRUKSI PEKERJAAN PERPIPAAN

NO.REF/KODEURAIANKOEF.SAT.HARGA SAT.JUMLAH1234567

1AN. HIT1 M' Galian tanah untuk pemasangan pipa PVC

Diameter 110 mm0.2000m316,700.003,340.00Diameter 160 mm0.3000m316,700.005,010.00Diameter 200 mm0.4000m316,700.006,680.00Diameter 250 mm0.5000m316,700.008,350.00Diameter 315 mm0.6300m316,700.0010,521.00

2AN. HIT1 M' Urugan pasir untuk pemasangan pipa PVC


3AN. HIT1 M' Urugan tanah kembali untuk pemasangan pipa PVC


4AN. HIT1 M' Tenaga pemasangan Pipa PVC

Pekerja0.0291oh48,500.001,411.356.32.2 T e n a g aMandor0.0038oh54,500.00207.10- Pembantu 0,081Tukang0.0151oh48,500.00732.35- Tukang batu 0,135- Kepala tukang 0,135J u m l a h2,350.80- Mandor 0,0041

5AN. HIT1 M' Pasang pipa PVC

Diameter 110 mm0.6500m'2,350.801,528.02Diameter 160 mm0.6500m'2,350.801,528.02Diameter 200 mm0.6500m'2,350.801,528.02Diameter 250 mm0.6500m'2,350.801,528.02Diameter 315 mm0.6500m'2,350.801,528.02

6AN. HIT1 M' PEKERJAAN PEMASANGAN PIPA PVC SDR 41. DN. 110 MM

Galian Tanah1.0000m'3,340.00Urugan tnh kembali1.0000m'1,280.82Urugan pasir1.0000m'3,206.94Pemasangan1.0000m'1,528.02

Pipa PVC. SDR 41 DN. 110 mm1.0000m'51,760.00J u m l a h61,115.781.Pipa PVC SDR 41Pipa PVC DN 110 ( 4" )m51,760.00 Panjang 6 m7AN. HIT1 M' PEKERJAAN PEMASANGAN PIPA PVC SDR 41. DN. 160 MM Pipa PVC DN 160 ( 6" )m100,260.00 Panjang 6 mPipa PVC DN 200 ( 8" ) m153,460.00 Panjang 6 mGalian Tanah1.0000m'5,010.00Pipa PVC DN 250 ( 10" )m243,925.00 Panjang 6 mUrugan tnh kembali1.0000m'1,681.07Pipa PVC DN 315 ( 12" )m379,750.00 Panjang 6 mUrugan pasir1.0000m'7,134.20Pipa PVC DN 400 ( 16" )m615,060.00 Panjang 6 mPemasangan1.0000m'1,528.02

Pipa PVC. SDR 41 DN. 160 mm1.0000m'100,260.00J u m l a h115,613.29










ANALISA BIAYA KONSTRUKSI PEKERJAAN BAK KONTROL

NO.REF/KODEURAIANKOEF.SAT.HARGA SAT.JUMLAH12345671SNI 03-2835-20021 M3 PEK. GALIAN TANAH BIASA MAX KEDALAMAN 1M'Pekerja0.400org36,300.0014,520.00Mandor0.040org54,500.002,180.00

Jumlah16,700.00

2SNI 03-3435-20021 M2 PASANG BEKISTING UNTUK DINDINGKayu Hutan0.0300m31,091,300.0032,739.00Paku0.4000kg16,900.006,760.00Balok kayu Hutan0.0200m31,091,300.0021,826.00Playwood0.3500lbr78,800.0027,580.00Kayu Hutan 8-10/40.0960m31,091,300.00104,764.80Pekerja0.3200oh36,300.0011,616.00Tukang Batu0.3300oh48,500.0016,005.00Kepala Tukang0.3300oh51,500.0016,995.00Mandor0.0060oh54,500.00327.00

Jumlah238,612.80

3SNI 03-3435-20021 KG PEMBESIAN DENGAN BESI POLOS ATAU BESI ULIRBesi Beton ( polos / ulir )1.0500kg9,700.0010,185.00Kawat beton0.0150kg18,100.00271.50Pekerja0.0070oh36,300.00254.10Tukang Batu0.0070oh48,500.00339.50Kepala Tukang0.0007oh51,500.0036.05Mandor0.0003oh54,500.0016.35

Jumlah11,102.50

4SNI 03-3435-20021 m3 Beton 1 Pc : 2 Ps : 3 krSemen Portland336.0000Kg925.00310,800.00Pasir Muntilan0.5400m39,700.005,238.00Koral Beton0.8100m318,100.0014,661.00Pekerja6.0000org/hari36,300.00217,800.00Tukang Batu1.0000org/hari48,500.0048,500.00Kepala Tukang0.1000org/hari51,500.005,150.00Mandor0.3000org/hari54,500.0016,350.00

Jumlah618,499.00

5SNI 03-2837-20021 M2 PLESTERAN BETON 1 : 3 TEBAL 15 mmPC (40 kg)0.1768zak9,700.001,714.96Pasir pasang0.0210m318,100.00380.10Pekerja0.2600org36,300.009,438.00Tukang batu0.2000org48,500.009,700.00Kepala tukang Batu0.0200org51,500.001,030.00Mandor0.0130org54,500.00708.50

Jumlah22,971.56

6AN. HIT1 UNIT PEKERJAAN BAK KONTROL 60 X 60 X 100 CM (TEBAL 8 CM)Galian Tanah0.3600m316,700.006,012.00Bekisting2.7600m2238,612.80658,571.33Pembesian37.4400kg11,102.50415,677.60Beton0.2496m3618,499.00154,377.35Plesteran beton3.1200m222,971.5622,974.68

J u m l a h1,257,612.967AN. HIT1 UNIT PEKERJAAN BAK KONTROL 40 X 40 X 50 CM (TEBAL 8 CM)Galian Tanah0.0800m316,700.001,336.00Bekisting0.9600m2238,612.80229,068.29Pembesian13.4400kg11,102.50149,217.60Beton0.0896m3618,499.0055,417.51Plesteran beton1.1200m322,971.5625,728.15

J u m l a h460,767.55

JALAN 2ANALISA BIAYA KONSTRUKSI PEKERJAAN JALAN

NO.REF/KODEURAIANVOLUME SAT.WAKTUHARGA SAT.JUMLAH12345678=(4x6x7)

1K.310375 M3 PEK. PENIMBUNAN BADAN JALAN

M.040Timbunan pilihan450.0000m348,500.0021,825,000.00M.170Alat bantu8.0000set45,000.00360,000.0045,000.00

L.061Mandor2.0000org6.00hr54,500.00654,000.00L.081Operator terlatih1.0000org6.00hr48,500.00291,000.00L.091Sopir terampil1.0000org6.00hr48,500.00291,000.00L.101Buruh tak terampil48.0000org6.00hr33,300.009,590,400.00

E.084Mesin gilas 3 roda karet 8-15 ton1.000030.00jamERROR:#REF!ERROR:#REF!

J u m l a hERROR:#REF!

Harga per m3 = 1/375 XERROR:#REF!

Proses :1. Material dihampar max. tebal 20cm2.Setiap lapis (20cm) dipadatkan 4x lintasan dengan mesin gilas roda karet

2K.4221500 M3 MEMBERSIHKAN RUMPUT DAN TANAMAN DI BAHU JALAN( MENGGUNAKAN BURUH )

M.170Alat bantu1.0000set45,000.0045,000.00

L.061Mandor1.0000org3.00hr54,500.00163,500.00L.101Buruh tak terlatih25.0000org3.00hr33,300.002,497,500.00

J u m l a h2,706,000.00

Harga per m3 = 1/1500 X1,804.00

Proses :1. Potong semak belukar yang tumbuh pada bahu jalan2. Bersihkan rumput/semak dari bahu jalan dan aspalan

NO.REF/KODEURAIANVOLUME SAT.WAKTUHARGA SAT.JUMLAH12345678=(4x6x7)

3K.424500 M' PEK MEMBERSIHKAN PARIT SAMPING( MENGGUNAKAN BURUH )

M.170Alat Bantu1.2000set1.00hr45,000.0054,000.00

L.061Mandor1.0000org1.00hr54,500.0054,500.00L.091Sopir2.0000org1.00hr48,500.0097,000.00L.101Buruh tak terampil36.0000org1.00hr33,300.001,198,800.00

E.211Dump truck ( 3,5 t ) / 106 HP2.0000set10.00jamERROR:#REF!ERROR:#REF!


Harga per m' = 1/500 XERROR:#REF!

Proses :1.Bersihkan saluran samping dan gorong-gorong dari kotoran/sampah dan tumbuh-tumbuhan2. Buang sampah/kotoran tersebut dengan menggunakan truck, dimuat oleh tenaga manusia

12345678=(4x6x7)

4K.51560 M3 KONSTRUKSI LAPIS PONDASI BAWAH ( LPB )MENGGUNAKAN BURUH

M.170Alat bantu2.5000set45,000.00112,500.00K.013Kerikil sungan tanpa disaring75.0000m3ERROR:#REF!ERROR:#REF!

L.061Mandor3.0000org1.00hr54,500.00163,500.00L.081Operator Terampil1.0000org1.00hr48,500.0048,500.00L.191Sopir1.0000org1.00hr48,500.0048,500.00L.101Buruh tak terampil60.0000org1.00hr33,300.001,998,000.00

E.080Mesin gilas 3 roda 8-10 ton1.0000set5.00jamERROR:#REF!ERROR:#REF!E.182Truc Tanki air 115 HP1.0000set5.00jamERROR:#REF!ERROR:#REF!


Harga per m3 = 1/ 60 XERROR:#REF!

Proses :1. Agregrat ditempatkan disepanjang jalan oleh leveransir2. Menghampar agregat dengan tenaga manusia3. Pemadatan dalam 2 lapis memakai truck air dan mesin gilas roda baja4, Perapian dengan tangan

5K.516400 M2 KONSTRUKSI LAPIS PONDASI BAWAH ( LPB ) - TELFORD( MENGGUNAKAN BURUH )

M.020Batu belah 15-20 cm50.0000m3115,200.005,760,000.00M.022Batu Pecah 5-7 cm20.0000m3133,300.002,666,000.00M.040Pasir Urug30.0000m372,700.002,181,000.00M.170Alat bantu4.0000set45,000.00180,000.00

L.061Mandor3.0000org1.00hr54,500.00163,500.00L.081Operator terampil1.0000org1.00hr48,500.0048,500.00L.101Buruh tak terampil99.0000org1.00hr33,300.003,296,700.00

E.080Mesin gilas 3 roda 8-10 ton1.0000set5.00jamERROR:#REF!ERROR:#REF!


Harga per M2 = 1/400 XERROR:#REF!

Proses :1. Material disiapkan dilokasi pekerjaan2. Menghampar pasir setebal 5 cm3. Batu pecah berukuran besar (15/20 ) disusun berdiri4. Batu pecah yang lebih kecil mengisi rongga diatasnya sehingga rata kemudian dipadatkan / digilas dengan mesin gilas.

12345678=(4x6x7)

6K.521120 M3 KONSTRUKSI LAPIS PONDASI ATAS ( LPA ) - KLAS A ( MENGGUNAKAN BURUH )

K.017Batu sungai pecah tersaring140.0000m3ERROR:#REF!ERROR:#REF!M.040Pasir Urug15.0000m372,700.001,090,500.00M.170Alat Bantu5.5000set45,000.00247,500.00

L.061Mandor2.0000org1.00hr54,500.00109,000.00L.081Operator terlatih1.0000org2.00hr48,500.0097,000.00L.091Sopir terampil1.0000org2.00hr48,500.0097,000.00L.101Buruh tak terampil66.0000org2.00hr33,300.004,395,600.00

E.080Mesin gilas 3 roda 6-10 ton1.0000set10.00jamERROR:#REF!ERROR:#REF!E.182Truc tanki air 115 HP1.0000set10.00jamERROR:#REF!ERROR:#REF!


Harga per m3 = 1/ 120 XERROR:#REF!

Proses :1. Agregat tersaring ditimbun disepanjang jalan oleh pemasok2. Agregat dihampar dengan tenaga manusia3. Jalan disiram air dengan truck air4. Pemadatan dengan mesin gilas roda baja dan tanki air

7K.52845 M3 MENGHAMPAR LAPIS PONDASI ATAS BETON ( LATASTON )( MENGGUNAKAN ALAT )M.041Pasir Beton ( Muntilan )0.6000m3303,100.00181,860.00M.061Aspal135.0000kg9,800.001,323,000.00M.065Minyak bakar90.0000lt9,000.00810,000.00M.170Alat bantu0.5000set45,000.0022,500.00K.026Campuran lataston atas100.0000tonERROR:#REF!ERROR:#REF!

L.061Mandor1.0000org1.00hr54,500.0054,500.00L.081Operator terlatih4.0000org1.00hr48,500.00194,000.00L.101Buruh tak terampil12.0000org1.00hr33,300.00399,600.00L.106Buruh terampil8.0000org1.00hr36,300.00290,400.00

E.080Mesin gilas 3 roda 8-10 ton1.0000set5.00jamERROR:#REF!ERROR:#REF!E.084Mesin gilas roda karet 8-15 ton1.0000set5.00jamERROR:#REF!ERROR:#REF!E.153Mesin penyemprot aspal1.0000set3.00jamERROR:#REF!ERROR:#REF!E.157Mesin penghampar 1820 mm/301.0000set5.00jamERROR:#REF!ERROR:#REF!E.301Compressor 210 m3 / jam1.0000set4.00jamERROR:#REF!ERROR:#REF!



Proses :1. Permukaan jalan dibersihkan dan kering2. Siram aspal pengikat pada 0,5 l / m23. ATB dihampar dengan aspal finisher4. Temperatur ATB 80 derajat celcius dan tidak kurang dari 60 derajat celcius

12345678=(4x6x7)

8K.6122.400 M2 LABURAN ASPAL PASIR ( BURAS )(MENGGUNAKAN ALAT )M.061Aspal2,900.0000Kg9,800.0028,420,000.00M.181Kayu bakar9.0000m3121,200.001,090,800.00M.170Alat Bantu0.5000set45,000.0022,500.00M.041Batu Abu86.0000m3157,600.0013,553,600.00

L.061Mandor1.0000org1.00hr54,500.0054,500.00L.081Operator terlatih2.0000org1.00hr48,500.0097,000.00L.091Sopir terlatih2.0000org1.00hr48,500.0097,000.00L.101Buruh tak terlatih10.0000org1.00hr33,300.00333,000.00L.103Buruh semi terlatih2.0000org1.00hr34,500.0069,000.00L.106Buruh terlatih2.0000org1.00hr36,300.0072,600.00

E.080Mesin gilas 3 roda 6-8 ton1.0000set15.00jamERROR:#REF!ERROR:#REF!E.211Dump truck 3,5 t / 106 HP2.0000set30.00jamERROR:#REF!ERROR:#REF!


Harga per M2 = 1/2400 XERROR:#REF!

Proses :1. Hanya berfungsi sebagai penutup permukaan jalan supaya tidak berdebu2. Lubang-lubang yang ada harus ditambal dan permukaan harus kering beban debu3. Aspal yang telah dipanaskan s/d 110 derajat celcius disiramkan secaaraa merata.4 Kemudian pasir ditebarkan diatasnya dan digilas dengan mesin gilas 6-8 ton.

9K.6151800 M2 LABURAN ASPAL SATU LAPIS ( BURTU ) ATAU ( BURDA 1 )( MENGGUNAKAN BURUH )M.061Aspal3,745.0000Kg9,800.0036,701,000.00M.181Kayu Bakar7.2500m3121,200.00878,700.00M.170Alat bantu1.5000set45,000.0067,500.00M.027Batu pecah 0,536.0000m3157,600.005,673,600.00

L.061Mandor1.0000org3.00hr54,500.00163,500.00L.081Operator terlatih3.0000org3.00hr48,500.00436,500.00L.091Sopir terlatih2.0000org3.00hr48,500.00291,000.00L.101Buruh tak terlatih10.0000org3.00hr33,300.00999,000.00L.103Buruh Semi terlatih2.0000org3.00hr34,500.00207,000.00L.103Buruh Terlatih2.0000org3.00hr36,300.00217,800.00

E.080Mesin gilas 3 roda 6-10 ton1.0000set15.00jamERROR:#REF!ERROR:#REF!E.211Dump truck 3-5 t / 106 HP2.0000set30.00jamERROR:#REF!ERROR:#REF!



Proses :1. Bersihkan permukaan aspal dari material lepas.2. Semprotkan primer aspal cair MC "0"3. Lapisi permukaan aspal dengan bitumen dan split serta digilas.

12345678=(4x6x7)

10K.6171800 M2 LABURAN ASPAL DUA LAPIS ( BURDA )( MENGGUNAKAN BURUH )

M.061Aspal6,085.0000kg9,800.0059,633,000.00M.181Kayu bakar11.7500m3121,200.001,424,100.00M.170Alat bantu2.5000set45,000.00112,500.00M.026Batu pecah 1-227.0000m3157,600.004,255,200.00M.027Batu pecah 0,513.5000m3157,600.002,127,600.00M.041Batu Abu13.5000m3157,600.002,127,600.00

L.061Mandor1.0000org4.00hr54,500.00218,000.00L.081Operator terlatih3.0000org4.00hr48,500.00582,000.00L.091Sopir terlatih2.0000org4.00hr48,500.00388,000.00L.101Buruh tak terlatih10.0000org4.00hr33,300.001,332,000.00L.103Buruh Semi terlatih2.0000org4.00hr34,500.00276,000.00L.106Buruh Terlatih2.0000org4.00hr36,300.00290,400.00




Proses :1. Permukaan harua rata, kering dan bersih2. Untuk permukaan jalan yang tk beraspal perlu prime coat 0,7 lt/m23. Menebarkan agregat / batu pecah 1-2 cm dengan gradasi seragam 2 lapis4. Pemadatan dengan PTR 4-6 ton.

11K.6181400 M2 LAPIS PENETRASI / PERMUKAAN MAKADAM( MENGGUNAKAN BURUH )

M.023Batu pecah 3-5 cm56.0000m3145,500.008,148,000.00M.024Batu pecah 2-3 cm20.0000m3145,500.002,910,000.00M.025Batu pecah 1-2 cm15.0000m3157,600.002,364,000.00M.027Batu pecah 0,5 cm7.0000m3157,600.001,103,200.00M.041Batu Abu7.0000m3157,600.001,103,200.00M.181Kayu bakar21.6700m3121,200.002,626,404.00M.170Alat bantu8.1000set45,000.00364,500.00M.061Aspal6,720.0000kg9,800.0065,856,000.00

L.061Mandor2.0000org3.00hr54,500.00327,000.00L.081Operator terlatih2.0000org3.00hr48,500.00291,000.00L.091Sopir terampil1.0000org3.00hr48,500.00145,500.00L.101Buruh tak terampil66.0000org3.00hr33,300.006,593,400.00L.106Buruh terampil2.0000org3.00hr36,300.00217,800.00



Harga per m2 = 1 / 1400 XERROR:#REF!

Proses : 2. Hamparkan agregat pokok 3 - 5 25 m2 / m3 dan padatkan3. Hamparkan split 2-3; 45m2 /m3 dan padatkan4. Semprotkan aspal ( 2,5 kg / m2 )5. Hamparkan agregat pengunci split 1-2 ; 90 m2 /m3 dan padatkan6. Semprotkan aspal 1-5 kg / m2 dan gilas7. Taburkan pasir rata-rata 400 m2 / m3

12345678=(4x6x7)

12K.6361500 M2 PENGHAMPARAN LAPIS ASPAL BETON ( LATASTON )( MENGGUNAKAN ALAT )

K.035HRS ( LATASTON )100.0000tonERROR:#REF!ERROR:#REF!M.061Aspal450.0000kg9,800.004,410,000.00M.065Minyak bakar300.0000ltr9,000.002,700,000.00M.170Alat Bantu0.5000set45,000.0022,500.00

L.061Mandor1.0000org1.00hr54,500.0054,500.00L.081Operator terlatih4.0000org1.00hr48,500.00194,000.00L.101Buruh tak terlatih12.0000org1.00hr33,300.00399,600.00L.105Buruh terampil8.0000org1.00hr36,300.00290,400.00

E.081Mesin gilas tandem 6-10 ton1.0000set5.00jamERROR:#REF!ERROR:#REF!E.084Mesin gilas roda karet 8-15 ton1.0000set5.00jamERROR:#REF!ERROR:#REF!E.153Mesin penyemprot aspal1.0000set5.00jamERROR:#REF!ERROR:#REF!E.157Mesin penghampar 1820 mm/301.0000set5.00jamERROR:#REF!ERROR:#REF!E.301Compressor 210 m3 / jam1.0000set4.00jamERROR:#REF!ERROR:#REF!



Proses :1. Pengisian material sampai ke bin spreader dan pemasok2. Material dihampar dengan pasir spreader, dipadatkan dengan mesin gilas roda3. Hamparkan lapis tack/pengikat aspal cutback @ 0,50 ltr / M2

13C.21 M' LIST BATU KALI( MENGGUNAKAN BURUH )

M.010Batu Kali0.0480m390,900.004,363.20

L.061Mandor0.0120org1.00hr54,500.00654.00L.106Buruh tak terampil0.0060org1.00hr33,300.00199.80

J u m l a h5,217.00

14K.01360 M3 PENYEDIAAN KERIKIL SUNGAI ( TAK DISARING )MENGGUNAKAN BURUH

M.041Ganti rugi kerikil sungai ( royalti )60.0000m37,500.00450,000.00M.170Alat bantu2.5000set45,000.00112,500.00

L.061Mandor2.0000org1.00hr54,500.00109,000.00L.073Sopir6.0000org1.00hr48,500.00291,000.00L.079Buruh tak terampil60.0000org1.00hr33,300.001,998,000.00

E.221Truck bak terbuka 3,5 ton/80 HP6.0000set36.00jamERROR:#REF!ERROR:#REF!



Proses :1. Truck diisi dengan tenaga manuasia disungai2. Truck mengangkut kerikil ke lokasi pekerjaan atau penimbunan3. Muatan dibongkar dengan tenaga manusia

12345678=(4x6x7)

15K.01760 M3 PRODUKSI BATU PECAH TERSARINGMENGGUNAKAN KERIKIL SUNGAI ( MENGGUNAKAN ALAT )

MR.12Kerikil sungai royalti80.0000m37,500.00600,000.00M.170Alat bantu0.2000set45,000.009,000.00

L.061Mandor1.0000org1.00hr54,500.0054,500.00L.081Operator terampil3.0000org1.00hr48,500.00145,500.00L.082Operator semi terlatih2.0000org1.00hr42,400.0084,800.00L.091Sopir terampil4.0000org1.00hr48,500.00194,000.00L.103Buruh semi terampil4.0000org1.00hr34,500.00138,000.00L.101Buruh tak terampil4.0000org1.00hr33,300.00133,200.00

E.001Buldozer 100 HP1.0000set6.00jamERROR:#REF!ERROR:#REF!E.031Pemecah batu 100 HP1.0000set6.00jamERROR:#REF!ERROR:#REF!E.052Whell loader 115 HP1.0000set6.00jamERROR:#REF!ERROR:#REF!E.212Dumptruck 5 t-145 HP4.0000set24.00jamERROR:#REF!ERROR:#REF!


Harga per m3 = 1 / 60 XERROR:#REF!

Proses :1. Buldozer membuat timbunan disungai untuk loader2. Loader memuat ke dumptruck yang membongkar ke saringan 13. Batu overzise ke pemecah 14. Hasil pemecah batu dicampuur ulang dengan hasil saringan untuk pemecah 25. Dumptruck mengangkut batu pecah tersaring.

16K.026100 TON MEMPRODUKSI CAMPURAN ASPAL BETONUNTUK LAPIS PONDASI ATAS ( LATASTON )( MENGGUNAKAN ALAT )

M.041Pasir beton ( Muntilan )25.0000m3303,100.007,577,500.00M.061Aspal5,900.0000kg9,800.0057,820,000.00K.017Kerikil sungai tersaring47.0000m3ERROR:#REF!ERROR:#REF!M.170Alat bantu0.2000set45,000.009,000.00

L.061Mandor2.0000org1.00hr54,500.00109,000.00L.081Mekanik terlatih1.0000org1.00hr48,500.0048,500.00L.081Operator terlatih4.0000org1.00hr48,500.00194,000.00L.082Operator semi terlatih3.0000org1.00hr42,400.00127,200.00L.091Sopir6.0000org1.00hr48,500.00291,000.00L.101Buruh tak terampil7.0000org1.00hr33,300.00233,100.00L.103Buruh semi terampil7.0000org1.00hr34,500.00241,500.00

E.052Wheel loader 115 Hp2.0000set99.00jamERROR:#REF!ERROR:#REF!E.155Mesin pencampur aspal1.0000set5.00jamERROR:#REF!ERROR:#REF!E.212Dumptruck 5 t/145 HP7.0000set35.00jamERROR:#REF!ERROR:#REF!E.001Buldozer 100 HP1.0000set4.00jamERROR:#REF!ERROR:#REF!


Harga per ton = 1/100 XERROR:#REF!

Proses :1. Semuan material dikirim leveransir2. Loader menjaga bin tetap penuh3. Produksi mesin 100 ton / hari4. Dimuat dengan dumptruck ditutup terpal untuk menjaga temperatur

12345678=(4x6x7)

17K.035100 TON MEMPRODUKSI LAPIS TIPIS ASPAL BETON ( LATASTON )( MENGGUNAKAN ALAT )

M.041Pasir ayak beton ( Muntilan )35.0000m3303,100.0010,608,500.00M.061Aspal9,000.0000kg9,800.0088,200,000.00M.080Semen PC80.0000Zak64,200.005,136,000.00K.017Batu sungai pecah tersaring31.0000m3ERROR:#REF!ERROR:#REF!M.170Alat bantu0.2000set45,000.009,000.00

L.061Mandor1.0000org1.00hr54,500.0054,500.00L.071Mekanik terlatih1.0000org1.00hr48,500.0048,500.00L.081Operator terlatih3.0000org1.00hr48,500.00145,500.00L.082Operator semi terlatih2.0000org1.00hr42,400.0084,800.00L.091Sopir5.0000org1.00hr48,500.00242,500.00L.101Buruh tak terlatih5.0000org1.00hr33,300.00166,500.00L.103Buruh semi terlatih6.0000org1.00hr34,500.00207,000.00

E.052Whell loader 8 HP1.0000set6.00jamERROR:#REF!ERROR:#REF!E.155Mesin pencampur aspal1.0000set5.00jamERROR:#REF!ERROR:#REF!E.212Dumptruck 5 t/68 HP5.0000set28.00jamERROR:#REF!ERROR:#REF!E.001Buldozer 100 HP1.0000set1.00jamERROR:#REF!ERROR:#REF!


Harga per ton = 1/100 XERROR:#REF!

Proses :1. Semuan material dikirim leveransir2. Loader menjaga bin tetap penuh3. Produksi AMP 100 ton / hari4. Dumptruck dimuat dan ditutup terpal untuk mempertahankan suhu5. Dumptruck membongkar langsung kedalam mesin penghampar aspal

12345678=(4x6x7)

18A 1141 M2 HOTMIK TANGAN T = 2 CM ( JADI ) U/ HAL & KLAS 6 TON KEBAWAH

M 041Batu abu0.0117m3157,600.001,843.92M 061Aspal3.3340kg9,800.0032,673.20M 181Kayu Bakar0.0053m3121,200.00647.21M 027Batu Pecah 0,5 cm0.0117m3157,600.001,843.92M 170Alat bantu0.0653set45,000.002,940.30

L103Pekerja0.1333org1.00hr36,300.004,840.24L061Mandor0.0133org1.00hr54,500.00726.70L081Operator terlatih0.0017org1.00hr48,500.0082.45L103Buruh terlatih0.0011org1.00hr36,300.0039.93

E 080Mesin Gilas 2 roda 3 ton1.0000set0.01jamERROR:#REF!ERROR:#REF!

JumlahERROR:#REF!

19A 1141 M2 HOTMIK TANGAN T = 3 CM ( JADI ) U/ HAL & KLAS 6 TON KEBAWAH

M 041Batu abu0.0350m3157,600.005,516.00M 061Aspal5.0000kg9,800.0049,000.00M 181Kayu Bakar0.0080m3121,200.00969.60M 027Batu Pecah 0,5 cm0.0350m3157,600.005,516.00M 170Alat bantu0.0653set45,000.002,940.30

L103Pekerja0.2000org1.00hr36,300.007,260.00L061Mandor0.0200org1.00hr54,500.001,090.00L081Operator terlatih0.0026org1.00hr48,500.00123.68L103Buruh terlatih0.0017org1.00hr36,300.0059.90

E 080Mesin Gilas 2 roda 3 ton1.0000set0.01jamERROR:#REF!ERROR:#REF!

JumlahERROR:#REF!

Anggapan :1. Menggunakan tenag manusia2. Semua bahan dikirim di lokasi3. Dengan Campuran 1 PC : 5 PS

&P

An~jln~hit


26AN. HIT1 M3 GALIAN TANAH KERAS / PADAS

Compressor0.3215JamERROR:#REF!ERROR:#REF!Jack Hammer0.3215JamERROR:#REF!ERROR:#REF!Dump Truck (Truk terbuka )0.1181JamERROR:#REF!ERROR:#REF!Alat bantu0.0100Set45,000.00450.00




27AN. HIT1 M3 GALIAN SLAB BETON

Compressor1.5000JamERROR:#REF!ERROR:#REF!Jack Hammer1.5000JamERROR:#REF!ERROR:#REF!Dump Truck (Truk terbuka )0.5000JamERROR:#REF!ERROR:#REF!Alat bantu0.5000Set45,000.0022,500.00




28AN. HIT1 M3 PEMADATAN SUB BASE

Vibro Roller0.0308JamERROR:#REF!ERROR:#REF!Alat bantu0.0100Set45,000.00450.00

Pekerja0.0178Oh36,300.00646.14Mandor0.0044Oh54,500.00239.80



29AN. HIT1 BH PASANG KANSTEEN

Kansteen1.0000bh24,200.0024,200.00PC4.0000kg1,284.005,136.00Pasir pasang0.0160m3157,600.002,521.60

Mandor0.0005org54,500.0027.25Kepala Tukang0.0050org51,500.00257.50Tukang batu0.0100org48,500.00485.00Pekerja0.0500org36,300.001,815.00

J u m l a h32,142.35


30AN. HIT1 M2 CAT LIST TROTOAR DENGAN CAT KAYU

Cat minyak0.2000kg42,400.008,480.00Minyak cat0.1500ltr12,100.001,815.00Kuas 3"0.0500bh7,200.00360.00

Mandor0.0025org54,500.00136.25Kepala Tukang0.0060org51,500.00309.00Tukang batu0.0090org48,500.00436.50Pekerja0.0700org36,300.002,541.00

J u m l a h14,077.75


31AN. HIT1 M2 CAT LIST TROTOAR DENGAN CAT TEMBOK

Cat tembok0.2600kg15,100.003,926.00Kuas 3"0.0500bh7,200.00360.00

Mandor0.0025org54,500.00136.25Kepala Tukang0.0042org51,500.00216.30Tukang batu0.0420org48,500.002,037.00Pekerja0.0280org36,300.001,016.40

J u m l a h7,691.95

&P

SAT PEK

DAFTAR ANALISA HARGA SATUAN PEKERJAANTAHUN 2010 KWARTAL I1.1

NOPEKERJAANANALISAHARGAHARGA SATUANHARGA SATUANHARGA SATUANKOEF BARUPEKERJAAN PEKERJAAN PEKERJAAN TAHUN 2009DENGAN PPNTAHUN 2010TH. 2008 SMT 02KWARTAL I1235546BEDkoef1Pagar sementara dari kayu tinggi 2 m PS.I.1aRp200,351.85Rp200,351.85Rp200,351.85ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN 11 M ' PAGAR SEMENTARA DARI KAYU TINGGI 2 METER SNI 03 - 2835 - 2002Rp156,214.6021 M' PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 METER SNI 03 - 2835 - 2002Rp227,467.6031 M' PAGAR SEMENTARA DARI KAWAT DURI TINGGI 1,8 METER SNI 03 - 2835 - 2002Rp2,033,966.6041 M' PENGUKURAN DAN PEMASANGAN BOWPLANK SNI 03 - 2835 - 2002Rp30,316.2051 M2 PEMBUATAN KANTOR SEMENTARA DENGAN LANTAI PLESTERAN SNI 03 - 2835 - 2002Rp1,610,595.0061 M2 PEMBUATAN GUDANG SEMEN DAN ALAT - ALAT SNI 03 - 2835 - 2002Rp551,174.7271 M2 PEMBUATAN RUMAH JAGA / KONSTRUKSI KAYU SNI 03 - 2835 - 2002Rp618,203.6081 M2 MEMBERSIHKAN LAPANGAN DAN PERATAAN SNI 03 - 2835 - 2002Rp6,355.0091 M2 PEMBUATAN BEDENG BURUH SNI 03 - 2835 - 2002Rp600,708.80101 M2 PASANG PAGAR KAWAT JARING GALVANIS, TINGGI 1 M SNI 03 - 2835 - 2002Rp82,777.80

ANALISA BIAYA KONSTRUKSI PEKERJAAN TANAH 11 M3 GALIAN TANAH BIASA SEDALAM 1 METERSNI 03-2835-2002Rp451,454.35Rp496,599.79Rp16,700.00Rp409,214.90Rp434,754.35Rp(392,514.90)31 M3 GALIAN TANAH BIASA SEDALAM 2 METERSNI 03-2835-2002Rp1,454,833.10Rp1,600,316.41Rp1,454,833.10Rp1,323,224.15Rp131,608.9541 M3 GALIAN TANAH BIASA SEDALAM 3 METERSNI 03-2835-2002Rp99,361.70Rp109,297.87Rp99,361.70Rp90,977.50Rp8,384.205Pembuatan stegger dari bambu ukuran (40 x 50 x 20) cmSNI 03-2835-2002Rp17,036.10Rp18,739.71Rp17,036.10Rp16,376.10Rp660.006Pembuatan jalan sementaraSNI 03-2835-2002Rp57,294.49Rp63,023.93Rp57,294.49Rp56,530.70Rp763.797Pengukuran Kembali (Site)SNI 03-2835-2002Rp23,516.00Rp25,867.60Rp23,516.00Rp23,516.000.021 M3 GALIAN TANAH BIASA SEDALAM 2 METERSNI 03-2835-2002Rp834,534.15Rp917,987.56Rp21,927.80Rp851,744.25Rp812,606.35Rp(829,816.45)41 M3 GALIAN TANAH BIASA SEDALAM 3 METERSNI 03-2835-2002Rp727,419.35Rp800,161.29Rp30,659.00Rp778,029.25Rp696,760.35Rp(747,370.25)5Pembuatan rumah jaga/konstruksi kayuSNI 03-2835-2002Rp831,331.60Rp914,464.76Rp831,331.60Rp911,031.000.0Rp(79,699.40)6Membersihkan lapangan dan perataanSNI 03-2835-2002Rp4,955.00Rp5,450.50Rp4,955.00Rp4,955.000.00.07Pembuatan bedeng buruhSNI 03-2835-2002Rp753,009.20Rp828,310.12Rp753,009.20Rp775,983.250.0Rp(22,974.05)8Pembuatan bak adukan ukuran (40 x 50 x 20 ) cmSNI 03-2835-2002Rp123,121.05Rp135,433.16Rp123,121.05Rp139,524.250.0Rp(16,403.20)31 M3 GALIAN TANAH KERAS SEDALAM 1 METERSNI 03-2835-2002Rp217,831.10Rp239,614.21Rp26,066.50Rp217,831.10Rp191,764.60Rp(191,764.60)51 M3 GALIAN TANAH CADAS SEDALAM 1 METERSNI 03-2835-2002Rp69,100.00Rp76,010.00Rp52,187.50Rp69,100.00Rp16,912.50Rp(16,912.50)61 M3 GALIAN TANAH LUMPUR SEDALAM 1 METERSNI 03-2835-2002Rp4,318.75Rp4,750.63Rp34,398.40Rp4,318.75Rp(30,079.65)Rp30,079.6571 M2 PEKERJAAN STRIPPING TEBING SETINGGI 1 METERSNI 03-2835-2002Rp3,455.00Rp3,800.50Rp2,087.50Rp3,455.00Rp1,367.50Rp(1,367.50)81 M2 PEMBUANGAN TANAH SEJAUH 150 METERSNI 03-2835-2002Rp17,275.00Rp19,002.50Rp21,455.80Rp17,275.00Rp(4,180.80)Rp4,180.8091 M3 URUGAN KEMBALISNI 03-2835-2002Rp8,005.10Rp8,496.00Rp(8,005.10)Rp(490.90)41 M3 PEMADATAN TANAH (PER 20 CM)SNI 03-2835-2002Rp11,328.00Rp12,460.80Rp20,875.00Rp11,328.00Rp(9,547.00)Rp9,547.0061 M3 URUGAN PASIRSNI 03-2835-2002Rp403,280.00Rp443,608.00Rp98,675.00Rp403,280.00Rp304,605.00Rp(304,605.00)71 M3 LAPISAN PUDEL CAMPURAN 1 Kp : 3 Ps : 7 TLSNI 03-2835-2002Rp258,200.00Rp284,020.00Rp125,918.20Rp258,200.00Rp132,281.80Rp(132,281.80)81 M3 LAPISAN PUDEL CAMPURAN 1 Kp : 5 TLSNI 03-2835-2002Rp16,709.00Rp18,379.90Rp119,979.90Rp16,709.00Rp(103,270.90)Rp103,270.9091 M3 URUGAN SIRTUSNI 03-2835-2002Rp24,037.50Rp26,441.25Rp112,197.50Rp13,820.00Rp(56,117.50)Rp66,335.00101 M2 PEMBUATAN JALAN SEMENTARA, TEBAL 25 CMSNI 03-2835-2002Rp29,407.50Rp32,348.25Rp80,155.00Rp18,150.80Rp(32,967.50)Rp44,224.20111 M3 URUGAN TANAH BARUBOWRp34,852.50Rp38,337.75Rp62,375.00Rp25,375.50Rp34,852.50Rp(25,375.50)

ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI11 M3 PASANGAN PONDASI BATU KALI 1 PC : 1 PSSNI 03-2836-2002Rp770,261.9021 M3 PASANGAN PONDASI BATU KALI 1 PC : 2 PSSNI 03-2836-2002Rp627,570.7031 M3 PASANGAN PONDASI BATU KALI 1 PC : 2,5 PSSNI 03-2836-2002Rp602,947.5041 M3 PASANGAN PONDASI BATU KALI 1 PC : 3 PSSNI 03-2836-2002Rp32,000.00Rp35,200.00Rp553,251.50Rp21,575.00Rp(521,251.50)Rp531,676.5051 M3 PASANGAN PONDASI BATU KALI 1 PC : 4 PSSNI 03-2836-2002Rp48,450.00Rp53,295.00Rp508,691.50Rp43,187.50Rp(460,241.50)Rp465,504.0061 M3 PASANGAN PONDASI BATU KALI 1 PC : 5 PSSNI 03-2836-2002Rp38,647.50Rp42,512.25Rp477,805.90Rp28,460.90Rp(439,158.40)Rp449,345.0071 M3 PASANGAN PONDASI BATU KALI 1 PC : 6 PSSNI 03-2836-2002Rp1,727.50Rp1,900.25Rp456,089.10Rp1,727.50Rp(454,361.60)Rp454,361.6081 M3 PASANGAN PONDASI BATU KALI 1 PC : 8 PSSNI 03-2836-2002Rp10,539.00Rp11,592.90Rp422,705.10Rp17,767.80Rp(412,166.10)Rp404,937.3091 M3 PASANGAN PONDASI BATU KALI 1 PC : 1 Kp : 1 PS SNI 03-2836-2002Rp8,011.25Rp8,812.38Rp320,124.24Rp6,626.10Rp(312,112.99)Rp313,498.14101 M3 PASANGAN PONDASI BATU KALI 1 KP : 1 PC : 2 PS SNI 03-2836-2002Rp283,608.78111 M3 PASANGAN PONDASI BATU KALI 1 PC : 1/4 Kp : 4 PS SNI 03-2836-2002Rp512,116.30121 M3 PASANGAN PONDASI BATU KALI 1 PC : 3 Kp : 10 PS SNI 03-2836-2002Rp17,275.00Rp19,002.50Rp383,997.60Rp17,275.00Rp(366,722.60)Rp366,722.60131 M3 PASANGAN PONDASI BATU KALI 1/4 PC : 1 Kp : 4 PS SNI 03-2836-2002Rp87,837.50Rp96,621.25Rp362,040.00Rp77,277.50Rp(274,202.50)Rp284,762.50141 M3 PASANG PONDASI BATU KOSONGSNI 03-2836-2002Rp182,253.00151 M3 PASANG PONDASI SIKLOP 40 % BATU KALISNI 03-2836-2002Rp101,037.50Rp111,141.25Rp1,303,312.50Rp97,077.50Rp(1,202,275.00)Rp1,206,235.00161 M3 PASANG PONDASI SUMURAN DIAMETER 100 CMSNI 03-2836-2002Rp95,415.00Rp104,956.50Rp723,614.00Rp88,815.00Rp(628,199.00)Rp634,799.00171 M' PEMBUATAN TIANG PANCANG ( 40 X 40 ) CM, BETON BERTULANGSNI 03-2836-2002Rp693,945.80181 M' PEMBUATAN TIANG PANCANG ( 35 X 35 ) CM, BETON BERTULANGSNI 03-2836-2002Rp543,228.80

ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING11 M2 PASANGAN BATU BATA MERAH TEBAL 1 BATA, 1 PC : 1 PSSNI 03 - 2837 - 2002Rp197,472.9221 M2 PASANGAN BATU BATA MERAH TEBAL 1 BATA, 1 PC : 2 PSSNI 03 - 2837 - 2002Rp24,982.50Rp27,480.75Rp174,422.00Rp31,582.50Rp(149,439.50)Rp142,839.5031 M2 PASANGAN BATU BATA MERAH TEBAL 1 BATA, 1 PC : 3 PSSNI 03 - 2837 - 2002Rp172,965.90Rp190,262.49Rp162,609.40Rp121,377.10Rp10,356.50Rp41,232.3041 M2 PASANGAN BATU BATA MERAH TEBAL 1 BATA, 1 PC : 4 PSSNI 03 - 2837 - 2002Rp148,839.60Rp163,723.56Rp154,707.00Rp120,087.70Rp(5,867.40)Rp34,619.3051 M2 PASANGAN BATU BATA MERAH TEBAL 1 BATA, 1 PC : 5 PSSNI 03 - 2837 - 2002Rp167,192.70Rp183,911.97Rp149,121.60Rp150,296.70Rp18,071.10Rp(1,175.10)61 M2 PASANGAN BATU BATA MERAH TEBAL 1 BATA, 1 PC : 6 PSSNI 03 - 2837 - 2002Rp915,768.58Rp1,007,345.44Rp915,768.58Rp624,070.480.0Rp291,698.107Pasangan batu belah 1 : 2SNI 03 - 2837 - 2002Rp707,170.63Rp777,887.70Rp707,170.63Rp505,515.890.0Rp201,654.748Pasangan batu belah 1 : 2,5SNI 03 - 2837 - 2002Rp670,866.08Rp737,952.68Rp670,866.08Rp485,039.500.0Rp185,826.589Pasangan batu belah 1 : 3SNI 03 - 2837 - 2002Rp598,599.90Rp658,459.89Rp598,599.90Rp443,772.450.0Rp154,827.4561 M2 PASANGAN BATU BATA MERAH TEBAL 1 BATA, 1 PC : 6 PSSNI 03 - 2837 - 2002Rp549,048.22Rp603,953.04Rp150,540.00Rp406,751.40Rp398,508.22Rp(256,211.40)71 M2 PASANGAN BATU BATA MERAH TEBAL 1 BATA, 1 PC : 6 PSSNI 03 - 2837 - 2002Rp609,339.50Rp670,273.45Rp609,339.50Rp471,845.000.0Rp137,494.5081 M2 PASANGAN BATU BATA MERAH TEBAL 1 BATA, 1 PC : 6 PSSNI 03 - 2837 - 2002Rp488,372.98Rp537,210.28Rp488,372.98Rp381,092.580.0Rp107,280.4091 M2 PASANGAN BATU BATA MERAH TEBAL 1 BATA, 1 PC : 6 PSSNI 03 - 2837 - 2002Rp456,642.98Rp502,307.28Rp456,642.98Rp363,050.270.0Rp93,592.71101 M2 PASANGAN BATU BATA MERAH TEBAL 1 BATA, 1 PC : 6 PSSNI 03 - 2837 - 2002Rp410,167.98Rp451,184.78Rp410,167.98Rp335,451.270.0Rp74,716.7171 M2 PASANGAN BATU BATA MERAH TEBAL 1 BATA, 1 PC : 3 Kp : 10 PSSNI 03 - 2837 - 2002Rp428,752.92Rp471,628.22Rp135,479.97Rp405,677.25Rp293,272.95Rp(270,197.28)81 M2 PASANGAN BATU BATA MERAH TEBAL 1/2 BATA, 1 PC : 1 PSSNI 03 - 2837 - 2002Rp92,906.5091 M2 PASANGAN BATU BATA MERAH TEBAL 1/2 BATA, 1 PC : 2 PSSNI 03 - 2837 - 2002Rp488,247.65Rp537,072.42Rp83,119.10Rp401,865.75Rp405,128.55Rp(318,746.65)101 M2 PASANGAN BATU BATA MERAH TEBAL 1/2 BATA, 1 PC : 3 PSSNI 03 - 2837 - 2002Rp532,887.12Rp586,175.84Rp532,887.12Rp410,669.380.0Rp122,217.74101 M2 PASANGAN BATU BATA MERAH TEBAL 1/2 BATA, 1 PC : 3 PSSNI 03 - 2837 - 2002Rp77,553.58111 M2 PASANGAN BATU BATA MERAH TEBAL 1/2 BATA, 1 PC : 4 PSSNI 03 - 2837 - 2002Rp379,175.74Rp417,093.31Rp74,341.30Rp310,337.94Rp304,834.44Rp(235,996.64)11Pasangan batu Belah 1/4 : 1 : 4SNI 03 - 2837 - 2002Rp330,176.67Rp363,194.33Rp330,176.67Rp291,313.110.0Rp38,863.5612Pasang pondasi batu siklop 40% batu kaliSNI 03 - 2837 - 20020.00.00.0Rp1,461,875.000.0Rp(1,461,875.00)121 M2 PASANGAN BATU BATA MERAH TEBAL 1/2 BATA, 1 PC : 5 PSSNI 03 - 2837 - 2002Rp651,556.65Rp716,712.32Rp72,319.62Rp626,682.50Rp579,237.03Rp(554,362.88)131 M2 PASANGAN BATU BATA MERAH TEBAL 1/2 BATA, 1 PC : 6 PSSNI 03 - 2837 - 2002Rp952,672.35Rp1,047,939.59Rp71,203.78Rp841,082.35Rp881,468.57Rp(769,878.57)141 M2 PASANGAN BATU BATA MERAH TEBAL 1/2 BATA, 1 PC : 8 PSSNI 03 - 2837 - 2002Rp745,501.70Rp820,051.87Rp69,024.50Rp658,466.00Rp676,477.20Rp(589,441.50)151 M2 PASANGAN BATU BATA MERAH TEBAL 1/2 BATA, 1 PC : 3 Kp : 10 PSSNI 03 - 2837 - 2002Rp221,482.71Rp243,630.98Rp221,482.71Rp166,927.980.0Rp54,554.74161 M2 PASANGAN BATU BATA MERAH 1 LAPIS UTK LANDASAN LANTAISNI 03 - 2837 - 2002Rp187,543.13Rp206,297.44Rp187,543.13Rp147,761.850.0Rp39,781.2817Pasangan batu bata merah 1 : 3 tebal : 1 bata SNI 03 - 2837 - 2002Rp170,129.56Rp187,142.52Rp170,129.56Rp137,938.800.0Rp32,190.77151 M2 PASANGAN BATU BATA MERAH TEBAL 1/2 BATA, 1 PC : 3 Kp : 10 PSSNI 03 - 2837 - 2002Rp67,547.00161 M2 PASANGAN BATU MERAH TEBAL 1/2 BATA, 1 Kp : 1 Sm : 1 PSSNI 03 - 2837 - 2002Rp56,967.01171 M2 PASANG DINDING ROASTER / TERAWANG ( 30 X 30 ) CMSNI 03 - 2837 - 2002Rp138,023.70

42Pasangan batu bata camp. 1 : 4 tebal 1/2 bata Pasir MuntilanD.III.1lRp81,962.35Rp90,158.59Rp81,962.35Rp68,604.500.0Rp13,357.8571Pasangan batu bata camp. 1 : 5 tebal 1/2 bata D.III.1mRp72,699.06Rp79,968.96Rp72,699.06Rp61,539.970.0Rp11,159.0972Pasangan batu bata camp. 1 : 6 tebal 1/2 bata D.III.1nRp70,793.35Rp77,872.69Rp70,793.35Rp60,596.610.0Rp10,196.7473Pasangan batu bata camp. 1 : 8 tebal 1/2 bata D.III.1oRp67,671.43Rp74,438.57Rp67,671.43Rp58,789.750.0Rp8,881.68ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON11 m3 Membuat Beton mutu f'c=7,4 Mpa (K100), slum (122)cm, w/c = 0,87SNI 03-3435 - 2002Rp67,055.43Rp73,760.97Rp692,692.00Rp65,048.75Rp(625,636.58)Rp627,643.2521 m3 Membuat Beton mutu f'c=9,8 Mpa (K125), slum (122)cm, w/c = 0,78SNI 03-3435 - 2002Rp65,126.30Rp71,638.93Rp722,452.61Rp58,234.25Rp(657,326.31)Rp664,218.3631 m3 Membuat Beton mutu f'c=12,2 Mpa (K150), slum (122)cm, w/c = 0,72SNI 03-3435 - 2002Rp754,960.84Rp830,456.93Rp746,245.00Rp609,778.32Rp8,715.84Rp136,466.6845 16 M2 PASANG BEKISTING UNTUK PLAT LANTAI ATASSNI 03-3435 - 2002Rp814,186.70Rp895,605.37Rp814,186.70Rp660,601.400.0Rp153,585.3078 15 M2 PASANG BEKISTING UNTUK PLAT LANTAI ATASSNI 03-3435 - 2002Rp569,626.43Rp626,589.07Rp569,626.43Rp500,212.570.0Rp69,413.8541 m3 Membuat Lantai Kerja Beton mutu f'c=7,4 MPa (K100), slum (3-6)cm, w/c = 0,87SNI 03-3435 - 2002Rp630,383.99Rp693,422.39Rp657,402.28Rp552,350.04Rp(27,018.29)Rp105,052.2451 m3 Membuat Beton mutu f'c=14,5 MPa (K175), slum (122)cm, w/c = 0,66SNI 03-3435 - 2002Rp587,643.70Rp646,408.07Rp773,762.83Rp513,811.79Rp(186,119.13)Rp259,951.0461 m3 Membuat Beton mutu f'c=16,9 MPa (K200), slum (122)cm, w/c = 0,61SNI 03-3435 - 2002Rp165,446.82Rp181,991.50Rp801,083.89Rp135,310.15Rp(635,637.07)Rp665,773.7471 m3 Membuat Beton mutu f'c=19,3 MPa (K225), slum (122)cm, w/c = 0,58SNI 03-3435 - 2002Rp1,801,696.82Rp1,981,866.50Rp820,059.83Rp1,544,685.15Rp981,636.99Rp(724,625.32)81 m3 Membuat Beton mutu f'c=21,7 MPa (K250), slum (122)cm, w/c = 0,56SNI 03-3435 - 2002Rp1,021,796.82Rp1,123,976.50Rp834,590.61Rp879,185.15Rp187,206.21Rp(44,594.54)91 m3 Membuat Lantai Kerja Beton mutu f'c=24,0 MPa (K275), slum (122)cm, w/c = 0,53SNI 03-3435 - 2002Rp655,496.82Rp721,046.50Rp859,705.50Rp543,685.15Rp(204,208.68)Rp316,020.35101 m3 Membuat Beton mutu f'c=26,4 MPa (K300), slum (122)cm, w/c = 0,52SNI 03-3435 - 2002Rp21,145.06Rp23,259.56Rp867,505.11Rp17,538.23Rp(846,360.05)Rp849,966.8811 7 M2 PASANG BEKISTING UNTUK PLAT LANTAI ATASSNI 03-3435 - 2002Rp37,963.71Rp41,760.08Rp37,963.71Rp28,502.490.0Rp9,461.2212 6 M2 PASANG BEKISTING UNTUK PLAT LANTAI ATASSNI 03-3435 - 2002Rp30,624.00Rp33,686.40Rp30,624.00Rp24,332.170.0Rp6,291.8313 5 M2 PASANG BEKISTING UNTUK PLAT LANTAI ATASSNI 03-3435 - 2002Rp27,240.15Rp29,964.16Rp27,240.15Rp22,416.850.0Rp4,823.3014 3 M2 PASANG BEKISTING UNTUK PLAT LANTAI ATASSNI 03-3435 - 2002Rp28,001.00Rp30,801.10Rp28,001.00Rp23,686.800.0Rp4,314.2015 2 M2 PASANG BEKISTING UNTUK PLAT LANTAI ATASSNI 03-3435 - 2002Rp23,773.12Rp26,150.43Rp23,773.12Rp20,499.220.0Rp3,273.9016 1 M2 PASANG BEKISTING UNTUK PLAT LANTAI ATASSNI 03-3435 - 2002Rp22,760.44Rp25,036.48Rp22,760.44Rp19,944.930.0Rp2,815.5117 0 M2 PASANG BEKISTING UNTUK PLAT LANTAI ATASSNI 03-3435 - 2002Rp21,461.76Rp23,607.94Rp21,461.76Rp19,220.800.0Rp2,240.96111 m3 Membuat Beton mutu f'c=28,8 MPa (K325), slum (122)cm, w/c = 0,49SNI 03-3435 - 2002Rp26,415.48Rp29,057.03Rp918,422.94Rp22,225.12Rp(892,007.46)Rp896,197.8212 1 M2 PASANG BEKISTING UNTUK DINDINGSNI 03-3435 - 2002Rp25,494.38Rp28,043.82Rp25,494.38Rp21,215.650.0Rp4,278.73121 m3 Membuat Beton mutu f'c=31,2 MPa (K350), slum (122)cm, w/c = 0,48SNI 03-3435 - 2002Rp18,947.88Rp20,842.67Rp928,682.78Rp17,493.14Rp(909,734.90)Rp911,189.6413Plesteran tebal 15 mm dengan campuran 0,5:1:4SNI 03-3435 - 2002Rp21,568.27Rp23,725.10Rp21,568.27Rp19,245.330.0Rp2,322.9414Plesteran tebal 20 mm dengan campuran 1 PC : 2 PSSNI 03-3435 - 2002Rp45,550.69Rp50,105.76Rp45,550.69Rp35,039.580.0Rp10,511.1115Plesteran tebal 20 mm dengan campuran 1 PC : 3 PSSNI 03-3435 - 2002Rp39,724.16Rp43,696.58Rp39,724.16Rp31,720.770.0Rp8,003.3916Plesteran tebal 20 mm dengan campuran 1 PC : 4 PSSNI 03-3435 - 2002Rp36,197.31Rp39,817.04Rp36,197.31Rp29,720.530.0Rp6,476.7817Plesteran tebal 20 mm dengan campuran 1 PC : 5 PSSNI 03-3435 - 2002Rp33,712.68Rp37,083.95Rp33,712.68Rp28,245.050.0Rp5,467.6418Plesteran tebal 20 mm dengan campuran 1 PC : 6 PSSNI 03-3435 - 2002Rp32,098.46Rp35,308.30Rp32,098.46Rp27,380.610.0Rp4,717.8519Plesteran tebal 25 mm dengan campuran 1 PC : 2 PSSNI 03-3435 - 2002Rp47,976.96Rp52,774.65Rp47,976.96Rp36,642.660.0Rp11,334.3020Plesteran tebal 25 mm dengan campuran 1 PC : 3 PSSNI 03-3435 - 2002Rp44,162.95Rp48,579.24Rp44,162.95Rp35,413.580.0Rp8,749.3721Plesteran tebal 25 mm dengan campuran 1 PC : 4 PSSNI 03-3435 - 2002Rp40,499.29Rp44,549.22Rp40,499.29Rp33,379.180.0Rp7,120.1122Plesteran tebal 25 mm dengan campuran 1 PC : 5 PSSNI 03-3435 - 2002Rp37,877.87Rp41,665.65Rp37,877.87Rp31,869.540.0Rp6,008.3323Plesteran tebal 30 mm dengan campuran 1 PC : 2 PSSNI 03-3435 - 2002Rp59,396.70Rp65,336.37Rp59,396.70Rp45,637.930.0Rp13,758.7724Plesteran tebal 30 mm dengan campuran 1 PC : 3 PSSNI 03-3435 - 2002Rp51,878.24Rp57,066.07Rp51,878.24Rp41,361.460.0Rp10,516.7925Plesteran tebal 30 mm dengan campuran 1 PC : 4 PSSNI 03-3435 - 2002Rp47,320.84Rp52,052.92Rp47,320.84Rp38,796.310.0Rp8,524.5326Plesteran tebal 30 mm dengan campuran 1 PC : 5 PSSNI 03-3435 - 2002Rp42,012.68Rp46,213.95Rp42,012.68Rp35,785.340.0Rp6,227.35131 kg Pembesian dg Besi Polos atau Besi UlirSNI 03-3435 - 2002Rp23,408.02Rp25,748.82Rp11,107.95Rp18,143.88Rp12,300.07Rp(7,035.93)141 Kg Kabel Presstresed Polos/strandSNI 03-3435 - 2002Rp20,935.21Rp23,028.73Rp10,832.10Rp16,907.92Rp10,103.11Rp(6,075.82)151 Kg Jaring Kawat baja/Wire MeshSNI 03-3435 - 2002Rp36,319.07Rp39,950.98Rp17,972.50Rp29,454.71Rp18,346.57Rp(11,482.21)161 M2 PASANG BEKISTING UNTUK PONDASISNI 03-3435 - 2002Rp32,726.92Rp35,999.61Rp73,473.50Rp27,462.78Rp(40,746.58)Rp46,010.73171 M2 PASANG BEKISTING UNTUK SLOOFSNI 03-3435 - 2002Rp22,886.96Rp25,175.65Rp78,930.00Rp5,719.89Rp(56,043.04)Rp73,210.11181 M2 PASANG BEKISTING UNTUK KOLOMSNI 03-3435 - 2002Rp22,730.44Rp25,003.49Rp138,081.20Rp19,267.30Rp(115,350.76)Rp118,813.90191 M2 PASANG BEKISTING UNTUK BALOKSNI 03-3435 - 2002Rp29,338.13Rp32,271.95Rp149,720.20Rp14,599.40Rp(120,382.07)Rp135,120.8020 1 M2 PASANG BEKISTING UNTUK PLAT LANTAI ATASSNI 03-3435 - 2002Rp31,235,521.00Rp34,359,073.10Rp176,276.70Rp26,265,977.50Rp31,059,244.30Rp(26,089,700.80)21 1 M2 PASANG BEKISTING UNTUK DINDINGSNI 03-3435 - 2002Rp6,188,521.00Rp6,807,373.10Rp152,448.45Rp5,574,977.50Rp6,036,072.55Rp(5,422,529.05)221 M2 PASANG BEKISTING UNTUK TANGGASNI 03-3435 - 2002SNI 03-3435 - 2002SNI 03-3435 - 2002Rp189,007.00Rp8,115,977.50ERROR:#VALUE!Rp(7,926,970.50)

ANALISA BIAYA KONSTRUKSI PEKERJAAN PLESTERAN11 M2 PEK. PLESTERAN 1PC : 1PS TEBAL 15 mmERROR:#REF!ERROR:#REF!21 M2 PLESTERAN 1 PC : 2 PS TEBAL 15 mmERROR:#REF!ERROR:#REF!31 M2 PLESTERAN 1 PC : 3 PS TEBAL 15 mmERROR:#REF!ERROR:#REF!41 M2 PLESTERAN 1 PC : 4 PS TEBAL 15 mmERROR:#REF!Rp66,442.00Rp73,086.20ERROR:#REF!Rp60,980.50ERROR:#REF!ERROR:#REF!51 M2 PLESTERAN 1 PC : 5 PS TEBAL 15 mmERROR:#REF!Rp92,842.00Rp102,126.20ERROR:#REF!Rp88,700.50ERROR:#REF!ERROR:#REF!61 M2 PLESTERAN 1 PC : 6 PS TEBAL 15 mmERROR:#REF!Rp394,682.00Rp434,150.20Rp394,682.00Rp332,900.500.0Rp61,781.5061 M2 PLESTERAN 1 PC : 6 PS TEBAL 15 mmERROR:#REF!Rp75,902.00Rp83,492.20ERROR:#REF!Rp69,560.50ERROR:#REF!ERROR:#REF!71 M2 PLESTERAN 1 PC : 8 PS TEBAL 15 mmERROR:#REF!Rp1,155,334.60Rp1,270,868.06ERROR:#REF!Rp1,100,642.60ERROR:#REF!ERROR:#REF!71 M2 PLESTERAN 1 PC : 0,5 Kp : 3 PS TEBAL 15 mmERROR:#REF!Rp41,362.00Rp45,498.20ERROR:#REF!Rp39,200.50ERROR:#REF!ERROR:#REF!81 M2 PLESTERAN 1 PC : 3 Kp : 10 PS TEBAL 15 mmERROR:#REF!ERROR:#REF!81 M2 PLESTERAN 0,5 PC : 1 Kp : 4 PS TEBAL 15 mmERROR:#REF!ERROR:#REF!91 M2 PLESTERAN 1 Pc : 2 PS Tebal 20 mmERROR:#REF!ERROR:#REF!91 M2 PLESTERAN 1 PC : 3 PS TEBAL 20 mmERROR:#REF!ERROR:#REF!101 M2 PLESTERAN 1 PC : 4 PS TEBAL 20 mmERROR:#REF!ERROR:#REF!101 M2 PLESTERAN 1 PC : 5 PS TEBAL 20 mmERROR:#REF!Rp6,675,650.00Rp7,343,215.00ERROR:#REF!Rp6,147,650.00ERROR:#REF!ERROR:#REF!111 M2 PLESTERAN 1 PC : 6 PS TEBAL 20 mmERROR:#REF!Rp61,579,650.00Rp67,737,615.00ERROR:#REF!Rp57,949,650.00ERROR:#REF!ERROR:#REF!111 M2 PLESTERAN 1 PC : 2 PS TEBAL 25 mmERROR:#REF!Rp9,315,650.00Rp10,247,215.00ERROR:#REF!Rp8,919,650.00ERROR:#REF!ERROR:#REF!121 M2 PLESTERAN 1 PC : 3 PS TEBAL 25 mmERROR:#REF!0.00.0ERROR:#REF!Rp3,969,650.00ERROR:#REF!ERROR:#REF!121 M2 PLESTERAN 1 PC : 4 PS TEBAL 25 mmERROR:#REF!Rp70,000.00Rp77,000.00ERROR:#REF!Rp60,000.00ERROR:#REF!ERROR:#REF!sumber :131 M2 PLESTERAN 1 PC : 5 PS TEBAL 25 mmERROR:#REF!Rp100,000.00Rp110,000.00ERROR:#REF!Rp100,000.00ERROR:#REF!ERROR:#REF!Helmy : 08156655011131 M2 PLESTERAN 1 PC : 2 PS TEBAL 30 mmERROR:#REF!Rp800,000.00Rp880,000.00ERROR:#REF!Rp800,000.00ERROR:#REF!ERROR:#REF!141 M2 PLESTERAN 1 PC : 4 PS TEBAL 30 mmERROR:#REF!Rp60,000.00Rp66,000.00ERROR:#REF!Rp60,000.00ERROR:#REF!ERROR:#REF!141 M2 PLESTERAN 1 PC : 5 PS TEBAL 30 mmERROR:#REF!Rp17,500.00Rp19,250.00ERROR:#REF!Rp17,500.00ERROR:#REF!ERROR:#REF!151 M2 BERAPEN 1 PC : 3 PS TEBAL 30 mmERROR:#REF!Rp45,000.00Rp49,500.00ERROR:#REF!Rp45,000.00ERROR:#REF!ERROR:#REF!151 M2 BERAPEN 1 PC : 5 PS TEBAL 15 mmERROR:#REF!ERROR:#REF!161 m2 PLESTERAN BETON 1 PC : 2 PS TEBAL 15 mmERROR:#REF!ERROR:#REF!161 M2 PLESTERAN BETON 1 PC : 3 PS TEBAL 15 mmERROR:#REF!ERROR:#REF!171 M2 PLESTERAN SKONING 1 PC : 2 PSERROR:#REF!ERROR:#REF!17 1 M2 PLESTERAN CIPRAT 1 PC : 2 PSERROR:#REF!Rp22,500.00Rp24,750.00ERROR:#REF!Rp22,500.00ERROR:#REF!ERROR:#REF!181 M2 PLESTERAN SIAR 1 PC : 2 PSERROR:#REF!Rp1,048,509.50Rp1,153,360.45ERROR:#REF!Rp890,049.00ERROR:#REF!ERROR:#REF!

ANALISA BIAYA KONSTRUKSI PENUTUP LANTAI 1ERROR:#REF!SNI 03-3436-2002Rp256,509.50Rp282,160.45ERROR:#REF!Rp220,809.00ERROR:#REF!ERROR:#REF!2ERROR:#REF!SNI 03-3436-2002Rp1,938,440.00Rp2,132,284.00ERROR:#REF!Rp1,652,990.00ERROR:#REF!ERROR:#REF!3ERROR:#REF!SNI 03-3436-2002Rp643,540.00Rp707,894.00ERROR:#REF!Rp629,130.00ERROR:#REF!ERROR:#REF!4ERROR:#REF!SNI 03-3436-2002Rp502,740.00Rp553,014.00ERROR:#REF!Rp470,730.00ERROR:#REF!ERROR:#REF!5ERROR:#REF!SNI 03-3436-2002Rp339,280.68Rp373,208.75ERROR:#REF!Rp284,669.00ERROR:#REF!ERROR:#REF!6ERROR:#REF!SNI 03-3436-2002Rp890,901.18Rp979,991.30ERROR:#REF!Rp649,033.00ERROR:#REF!ERROR:#REF!7ERROR:#REF!SNI 03-3436-2002Rp1,269,065.00Rp1,395,971.50ERROR:#REF!Rp1,067,125.00ERROR:#REF!ERROR:#REF!8ERROR:#REF!SNI 03-3436-2002Rp367,065.00Rp403,771.50ERROR:#REF!Rp323,525.00ERROR:#REF!ERROR:#REF!9ERROR:#REF!SNI 03-3436-2002Rp455,065.00Rp500,571.50ERROR:#REF!Rp422,525.00ERROR:#REF!ERROR:#REF!10ERROR:#REF!SNI 03-3436-20020.00.0ERROR:#REF!Rp242,125.00ERROR:#REF!ERROR:#REF!11ERROR:#REF!SNI 03-3436-2002Rp966,852.55Rp1,063,537.81ERROR:#REF!Rp852,580.00ERROR:#REF!ERROR:#REF!12ERROR:#REF!SNI 03-3436-2002Rp394,698.68Rp434,168.55ERROR:#REF!Rp345,700.00ERROR:#REF!ERROR:#REF!13ERROR:#REF!SNI 03-3436-2002Rp929,016.18Rp1,021,917.80ERROR:#REF!Rp695,764.00ERROR:#REF!ERROR:#REF!14ERROR:#REF!SNI 03-3436-2002Rp983,352.55Rp1,081,687.81ERROR:#REF!Rp761,398.00ERROR:#REF!ERROR:#REF!15ERROR:#REF!SNI 03-3436-2002Rp406,072.55Rp446,679.81ERROR:#REF!Rp397,034.00ERROR:#REF!ERROR:#REF!16ERROR:#REF!SNI 03-3436-2002Rp462,392.55Rp508,631.81ERROR:#REF!Rp445,544.00ERROR:#REF!ERROR:#REF!0.733333333317ERROR:#REF!SNI 03-3436-2002Rp1,127,218.40Rp1,239,940.24ERROR:#REF!Rp922,053.00ERROR:#REF!ERROR:#REF!0.933333333318ERROR:#REF!SNI 03-3436-2002ERROR:#REF!

ANALISA BIAYA KONSTRUKSI PEKERJAAN KAYUKAYU JATI KLAS I11m3 Membuat Kosen Pintu & Jendela KayuSNI3434:2008Rp685,238.40Rp753,762.24Rp22,773,970.00Rp557,689.00Rp(22,088,731.60)Rp22,216,281.0021m2 Membuat Daun Pintu Panel Kayu SNI3434:2008Rp794,482.00Rp873,930.20Rp982,113.00Rp923,000.00Rp(187,631.00)Rp59,113.0031m2 Membuat Pintu & Jendela Kaca SNI3434:2008Rp253,282.00Rp278,610.20Rp629,262.80Rp272,350.00Rp(375,980.80)Rp356,912.8041m2 Membuat Pintu & Jendela Jalusi Kayu SNI3434:2008Rp306,082.00Rp336,690.20Rp1,447,765.80Rp358,975.00Rp(1,141,683.80)Rp1,088,790.801.123333333351m2 Membuat Jalusi mati Kosen Kayu SNI3434:2008Rp52,741.60Rp58,015.76Rp1,316,365.50Rp48,885.00Rp(1,263,623.90)Rp1,267,480.5061 m2 Membuat Pintu Plywood rangkap, rangka expose kayuSNI3434:2008Rp73,091.60Rp80,400.76Rp721,999.82Rp71,567.00Rp(648,908.22)Rp650,432.8271 m2 Membuat Pintu teakwood rangkap, rangka expose kayuSNI3434:2008Rp159,237.50Rp175,161.25Rp752,136.00Rp143,748.50Rp(592,898.50)Rp608,387.5081 m3 Memasang Konstruksi Kuda-kuda Konvensional Bentang 6 meterSNI3434:2008Rp220,837.50Rp242,921.25Rp22,447,740.00Rp206,118.50Rp(22,226,902.50)Rp22,241,621.5091 m3 Memasang Konstruksi Kuda-kuda ExposeSNI3434:2008Rp222,476.60Rp244,724.26Rp19,668,190.00Rp230,428.50Rp(19,445,713.40)Rp19,437,761.50101m' Memasang Listplank Uk. (3x20) cm SNI3434:2008Rp294,712.38Rp324,183.61Rp224,961.26Rp351,790.00Rp69,751.12Rp(126,828.74)111m' Memasang Listplank Uk. (3x30) cm SNI3434:2008Rp487,798.88Rp536,578.76Rp230,277.70Rp264,266.50Rp257,521.18Rp(33,988.80)121m2 Memasang Rangka Dinding Pemisah (60x120) cm SNI3434:2008Rp61,979.90Rp68,177.89Rp561,090.10Rp83,937.25Rp(499,110.20)Rp477,152.85131m2 Memasang Dinding Lambriziring dari Papan SNI3434:2008Rp11,357.73Rp12,493.50Rp259,545.40Rp6,805.40Rp(248,187.68)Rp252,740.00

KAYU BENGKIRE11m3 Membuat Kosen Pintu & Jendela KayuSNI3434:2008Rp718,309.00Rp790,139.90Rp12,145,335.00Rp542,199.00Rp(11,427,026.00)Rp11,603,136.0021m2 Membuat Pintu Klamp Standard SNI3434:2008Rp676,536.50Rp744,190.15Rp434,415.50Rp516,712.00Rp242,121.00Rp(82,296.50)31m2 Membuat Daun Pintu Panel Kayu SNI3434:2008Rp651,731.50Rp716,904.65Rp569,817.00Rp506,944.00Rp81,914.50Rp62,873.0041m2 Membuat Pintu & Jendela Kaca SNI3434:2008Rp992,374.00Rp1,091,611.40Rp381,885.20Rp696,039.50Rp610,488.80Rp(314,154.30)51m2 Membuat Pintu & Jendela Jalusi Kayu SNI3434:2008Rp1,063,256.50Rp1,169,582.15Rp788,092.20Rp785,563.00Rp275,164.30Rp2,529.2061m2 Membuat Jalusi mati Kosen Kayu SNI3434:2008Rp57,570.90Rp63,327.99Rp697,921.50Rp47,985.40Rp(640,350.60)Rp649,936.1071m2 Membuat Pn. kayu lapis (Plywood) Rangkap rk Kyu (lbr s/d 90 cm)SNI3434:2008Rp158,061.10Rp173,867.21Rp452,673.50Rp14,111.86Rp(294,612.40)Rp438,561.6481 m2 Membuat Pintu Plywood rangkap, rangka expose kayuSNI3434:2008Rp1,857,702.19Rp2,043,472.41Rp458,130.38Rp1,552,012.19Rp1,399,571.81Rp(1,093,881.81)91 m2 Membuat Pintu teakwood rangkap, rangka expose kayuSNI3434:2008Rp50,494.40Rp55,543.84Rp494,451.00Rp50,494.40Rp(443,956.60)Rp443,956.60101M3 Memasang Konstruksi Kuda-kuda Konvensional Bentang 6 meterSNI3434:2008Rp68,974.40Rp75,871.84Rp11,109,600.00Rp68,974.40Rp(11,040,625.60)Rp11,040,625.60111m3 Memasang konstruksi Gording kayuSNI3434:2008Rp67,654.40Rp74,419.84Rp10,748,820.00Rp67,654.40Rp(10,681,165.60)Rp10,681,165.60121m2 Memasang Rangka Atap Genteng KeramikSNI3434:2008Rp87,454.40Rp96,199.84Rp140,571.90Rp87,454.40Rp(53,117.50)Rp53,117.50131m2 Memasang Rangka Atap Genteng BetonSNI3434:2008Rp81,514.40Rp89,665.84Rp206,002.26Rp81,514.40Rp(124,487.86)Rp124,487.86141m2 Memasang Rangka Atap SirapSNI3434:2008Rp113,194.40Rp124,513.84Rp164,325.20Rp113,194.40Rp(51,130.80)Rp51,130.80151m2 Memasang Rangka Langit-langit (0,50x1,00) mSNI3434:2008Rp82,174.40Rp90,391.84Rp168,827.42Rp82,174.40Rp(86,653.02)Rp86,653.02161m2 Memasang Rangka Langit-langit (0,60x0,60) mSNI3434:2008Rp110,334.40Rp121,367.84Rp176,070.24Rp110,334.40Rp(65,735.84)Rp65,735.84171m' Memasang Listplank Uk. (3x20) cm SNI3434:2008Rp95,295.80Rp104,825.38Rp114,426.34Rp95,295.80Rp(19,130.54)Rp19,130.54181m' Memasang Listplank Uk. (3x30) cm SNI3434:2008Rp125,600.80Rp138,160.88Rp115,460.30Rp125,600.80Rp10,140.50Rp(10,140.50)191m2 Memasang Rangka Dinding Pemisah (60x120) cm SNI3434:2008Rp150,570.80Rp165,627.88Rp272,482.90Rp150,570.80Rp(121,912.10)Rp121,912.10

KAYU KANFERRp139,570.80Rp153,527.88Rp139,570.80Rp139,570.80Rp(139,570.80)11m3 Membuat Kosen Pintu & Jendela KayuSNI3434:2008Rp84,570.80Rp93,027.88Rp11,417,655.00Rp84,570.80Rp(11,333,084.20)Rp11,333,084.2021m2 Membuat Pintu Klamp Standard SNI3434:2008Rp128,570.80Rp141,427.88Rp410,159.50Rp128,570.80Rp(281,588.70)Rp281,588.7031m2 Membuat Daun Pintu Panel Kayu SNI3434:2008Rp117,570.80Rp129,327.88Rp545,561.00Rp117,570.80Rp(427,990.20)Rp427,990.2041m2 Membuat Pintu & Jendela Kaca SNI3434:2008Rp57,070.80Rp62,777.88Rp367,331.60Rp57,070.80Rp(310,260.80)Rp310,260.8051m2 Membuat Pintu & Jendela Jalusi Kayu SNI3434:2008Rp63,053.35Rp69,358.69Rp749,282.60Rp57,045.24Rp(686,229.25)Rp692,237.3661m2 Membuat Jalusi mati Kosen Kayu SNI3434:2008Rp85,933.35Rp94,526.69Rp661,537.50Rp79,925.24Rp(575,604.15)Rp581,612.2671m2 Membuat Pn. kayu lapis (Plywood) Rangkap rk Kyu (lbr s/d 90 cm)SNI3434:2008Rp63,053.35Rp69,358.69Rp437,513.50Rp57,045.24Rp(374,460.15)Rp380,468.2681 m2 Membuat Pintu Plywood rangkap, rangka expose kayuSNI3434:2008Rp85,933.35Rp94,526.69Rp442,606.54Rp79,925.24Rp(356,673.19)Rp362,681.3091 m2 Membuat Pintu teakwood rangkap, rangka expose kayuSNI3434:2008Rp85,933.35Rp94,526.69Rp479,291.00Rp79,925.24Rp(393,357.65)Rp399,365.76101M3 Memasang Konstruksi Kuda-kuda Konvensional Bentang 6 meterSNI3434:2008Rp118,493.35Rp130,342.69Rp10,442,560.00Rp112,485.24Rp(10,324,066.65)Rp10,330,074.76111m3 Memasang konstruksi Gording kayuSNI3434:2008Rp85,933.35Rp94,526.69Rp10,081,780.00Rp79,925.24Rp(9,995,846.65)Rp10,001,854.76121m2 Memasang Rangka Atap Genteng KeramikSNI3434:2008Rp118,493.35Rp130,342.69ERROR:#REF!Rp112,485.24ERROR:#REF!ERROR:#REF!131m2 Memasang Rangka Atap Genteng BetonSNI3434:2008Rp92,973.35Rp102,270.69Rp193,146.58Rp86,965.24Rp(100,173.23)Rp106,181.34141m2 Memasang Rangka Atap SirapSNI3434

89321887 Analisa Pipa Jenggot

Documents