Analisa Pekerjaan Beton

III	PEKERJAAN BETON :
1	Beton 1:3:5				M3	semen			4.54	zak
						pasir beton			0.54	m3
						split			0.91	m3
						tk. Batu			1	org/hr
						kepala tukang batu			0.1	org/hr
						pekerja			3	org/hr
						mandor			0.1	org/hr
2	Beton 1:2:3				M3	semen			6.8	zak
						pasir beton			0.54	m3
						split			0.82	m3
						tk. Batu			1	hr
						kepala tukang batu			0.1	hr
						pekerja			3	hr
						mandor			0.1	hr
3	Beton K225				M3	semen			6.8
						pasir beton			0.54	m3
						split			0.82	m3
						tk. Batu			1	hr
						kepala tukang batu			0.1	hr
						pekerja			3	hr
						mandor			0.1	hr
4	Beton K175 (ready mix)				M3	beton ready mix K.175			1.05	m3
						sewa pompa			1	m3
						tk. Batu			0.4	org/hr
						kepala tukang batu			0.04	org/hr
						pekerja			1.5	org/hr
						mandor			0.075	org/hr
5	Beton K225 (ready mix)				M3	beton ready mix K225			1.05	m3
						sewa pompa			1	m3
						tk. Batu			0.4	org/hr
						kepala tukang batu			0.04	org/hr
						pekerja			1.5	org/hr
						mandor			0.075	org/hr
6	Beton K.300 (ready mix)				M3	beton ready mix K300			1.05	m3
						sewa pompa			1	m3
						tk. Batu			0.4	org/hr
						kepala tukang batu			0.04	org/hr
						pekerja			1.5	org/hr
						mandor			0.075	org/hr
7	Pekerjaan besi beton 1 kg				Kg	besi beton			1.05	kg
	(U-24)					kawat beton			0.01	kg
						tk. Besi			0.03	org/hr
						kepala tukang besi beton			0.015	org/hr
						pekerja			0.04	org/hr
8	Pekerjaan besi beton 1 kg				Kg	besi beton			1.05	kg
	(U-36)					kawat beton			0.01	kg
						tk. Besi			0.03	org/hr
						kepala tukang besi beton			0.015	org/hr
						pekerja			0.04	org/hr
9	Pekerjaan Wiremesh M8				M2	Wiremesh M8			1.01	m2
						Kawat las			0.1	kg
						pekerja			0.1	org/hr
						tukang besi			0.075	org/hr
						mandor			0.01	org/hr
10	Bekesting beton kolom				M2	triplek 12 mm			0.35	lbr
						paku rata-rata			0.4	kg
						kaso meranti utk. Rangka			0.012	m3
						kaso meranti utk stut			0.028	m3
						tk. Kayu			0.5	org/hr
						kepala tukang kayu			0.05	org/hr
						pekerja			0.2	org/hr
						mandor			0.01	org/hr
						pekerja utk bongkar			0.4	org/hr
11	Bekisting beton plat/ balok				M2	triplek 12 mm			0.35	lbr
						paku rata-rata			0.4	kg
						kaso meranti utk. Rangka			0.012	m3
						kaso meranti utk stut			0.042	m3
						tk. Kayu			0.5	org/hr
						kepala tukang kayu			0.05	org/hr
						pekerja			0.2	org/hr
						mandor			0.01	org/hr
						pekerja utk bongkar			0.4	org/hr
12	Bekisting beton plat/ balok				M2	kaso meranti utk. Rangka			0.012	m3
	dgn pendukung lantai bondex					kaso meranti utk stut			0.042	m3
						paku rata-rata			0.25	kg
						tk. Kayu			0.5	org/hr
						kepala tukang kayu			0.05	org/hr
						pekerja			0.2	org/hr
						mandor			0.01	org/hr
						pekerja utk bongkar			0.4	org/hr
13	Pekerjaan Bondex				M2	bondex			1.01	m2
						kawat las			0.1	kg
						pekerja			0.05	org/hr
						tukang las			0.03	org/hr
						mandor			0.01	org/hr
						shear connector			1	ls
14	Bekesting beton sloof &				M2	triplek 12 mm			0.35	lbr
	pondasi palt					paku rata-rata			0.4	kg
						kaso meranti utk. Rangka			0.012	m3
						kaso meranti utk stut			0.014	m3
						tk. Kayu			0.5	org/hr
						kepala tukang kayu			0.05	org/hr
						pekerja			0.2	org/hr
						mandor			0.01	org/hr
						pekerja utk bongkar			0.4	org/hr
15	Bekesting beton listplank				M2	triplek 12 mm			0.35	lbr
	tebal = 10 cm					paku rata-rata			0.4	kg
						kaso meranti utk. Rangka			0.018	m3
						kaso meranti utk stut			0.03	m3
						tk. Kayu			0.5	org/hr
						kepala tukang kayu			0.05	org/hr
						pekerja			0.2	org/hr
						mandor			0.01	org/hr
						pekerja utk bongkar			0.4	org/hr
16	Bekesting dinding beton				M2	triplek 12 mm			0.35	lbr
	tebal dinding = 12 cm					paku rata-rata			0.4	kg
						kaso meranti utk. Rangka			0.012	m3
						kaso meranti utk stut			0.028	m3
						tk. Kayu			0.5	org/hr
						kepala tukang kayu			0.05	org/hr
						pekerja			0.2	org/hr
						mandor			0.01	org/hr
						pekerja utk bongkar			0.4	org/hr
17	Bekesting beton tangga				M2	triplek 12 mm			0.35	lbr
						paku rata-rata			0.4	kg
						kaso meranti utk. Rangka			0.018	m3
						kaso meranti utk stut			0.032	m3
						tk. Kayu			0.5	org/hr
						kepala tukang kayu			0.05	org/hr
						pekerja			0.2	org/hr
						mandor			0.01	org/hr
						pekerja utk bongkar			0.4	org/hr
18	Sewa scafolding/ bulan				M2	main frame			0.6	bh
	(tinggi 3 m)					cross brace			0.84	bh
						cross brace			0.71	bh
						ladder frame			0.53	bh
						joint plate			1.13	bh
						jack plate			1.13	bh
						head jack			1.13	bh
						pipe support			0.27	bh
	ongkos bongkar pasang					ongkos bongkar pasang			1	m2
19	Cor rabat beton				M2	semen			0.454	zak
	(beton 1:3:5, tebal 10 cm)					pasir beton			0.054	m3
						split			0.091	m3
						tukang batu			0.1	org/hr
						kepala tukang batu			0.01	org/hr
						pekerja			0.3	org/hr
						mandor			0.01	org/hr
20	Cor beton 1:3:5				M2	semen			4.54	zak
						pasir beton			0.54	m3
						split			0.91	m3
						tukang batu			1	org/hr
						kepala tukang batu			0.1	org/hr
						pekerja			3	org/hr
						mandor			0.1	org/hr