Rincian

YAYASAN MASJID JAMI TAMAN CILEUNGSI

PERUMAHAN TAMAN CILEUNGSI

Blok AA-14 RT.01/011 Desa Cipenjo – Cileungsi – Bogor

Telp. 021-9925 1713 email : ymj_tamancileungsi@yahoo.co.id

Akta No. 1 Tanggal 2 Septemebr 2013 Notaris : Hj. Laela Purnamawaty SH.

SK.Menkum HAM No. AHU-6467.AH.01.04.Tahun 2013  Tanggal 14 Oktober 2013

PEMBANGUNAN MASJID JAMI' TAMAN CILEUNGSI

	REKAPITULASI BIAYA
	PEMBANGUNAN MASJID JAMI' TAMAN CILEUNGSI
	NO	PEKERJAAN	JUMLAH
	A	Pekerjaan Pondasi	710,756,751.66
	B	Pekerjaan Struktur Lantai 1	1,240,619,441.67
		Pekerjaan Struktur Lantai 2	789,402,029.16
	C	Pekerjaan Dinding Lantai 1	90,588,909.60
		Pekerjaan Dinding Lantai 2	170,561,367.90
	D	Pekerjaan Lantai Lantai 1	204,647,328.90
		Pekerjaan Lantai Lantai 2	96,890,881.50
	E	Pekerjaan Plafon Lantai 1	52,813,503.54
		Pekerjaan Plafon Lantai 2	69,649,234.20
	F	Pekerjaan Pintu dan Jendela Lantai 1	97,501,320.00
		Pekerjaan Pintu dan Jendela Lantai 2	156,377,340.00
	G	Pekerjaan Pengecatan Lantai 1	40,292,280.00
		Pekerjaan Pengecatan Lantai 2	44,074,800.00
	H	Pekerjaan Atap	281,458,800.00
	I	Pekerjaan Lain-lain	141,031,800.00
	J	Pekerjaan Instalasi Listrik	189,000,000.00
	JUMLAH		4,375,665,788.13

PRAKIRAAN RENCANA ANGGARAN BIAYA
PEMBANGUNAN MASJID JAMI' TAMAN CILEUNGSI
NO	URAIAN PEKERJAAN	SATUAN	VOLUME	HARGA SATUAN		JUMLAH HARGA
A.	PEKERJAAN PONDASI
1	Pemasangan bouwplank dan pengukuran	m1	92.00	56,700.00		5,216,400.00
2	Galian tanah pondasi sumuran	m3	186.89	52,132.50		9,743,042.93
3	Galian pondasi poer dan sloof	m3	133.20	52,132.50		6,944,049.00
4	Urugan pasir urug dibawah pondasi	m3	20.11	197,820.00		3,978,160.20
5	Beton lantai kerja	m2	201.06	40,005.00		8,043,405.30
6	Beton sumuran	m3	155.74	890,442.00		138,677,437.08
7	Pembesian sumuran BJTP 24 & BJTD 40	kg	13,238.24	12,407.22		164,249,756.09
8	Beton poer	m3	34.30	890,442.00		30,542,160.60
9	Pembesian poer BJTP 24 & BJTD 40	kg	4,629.96	12,407.22		57,444,932.31
10	Bekisting poer	m2	104.64	99,067.50		10,366,423.20
11	Beton sloof	m3	82.14	889,182.00		73,037,409.48
12	Pembesian sloof BJTP 24 & BJTD 40	kg	12,731.70	12,407.22		157,965,002.87
13	Bekisting sloof	m2	387.60	99,067.50		38,398,563.00
14	Urugan tanah kembali	m3	16.76	24,885.00		417,072.60
15	Buang tanah bekas galian ( dalam area proyek )	m3	303.33	18,900.00		5,732,937.00
	Sub Jumlah PEKERJAAN PONDASI					710,756,751.66
B.	PEKERJAAN STRUKTUR
	Lantai 1
1.a	Beton kolom	m3	67.46	890,442.00		60,069,217.32
b	Pembesian PJTP 24 & PJTD 40	kg	16,864.00	12,407.22		209,235,358.08
c	Bekisting kolom	m2	436.48	99,067.50		43,240,982.40
2.a	Beton balok	m3	135.54	890,442.00		120,690,508.68
b	Pembesian PJTP 24 & PJTD 40	kg	27,108.00	12,407.22		336,334,919.76
c	Bekisting balok	m2	651.60	136,867.50		89,182,863.00
3.a	Beton plat lantai +5.60	m3	51.30	890,442.00		45,679,674.60
b	Pembesian PJTP 24 & PJTD 40	kg	7,695.00	12,407.22		95,473,557.90
c	Bekisting plat lantai	m2	342.00	136,867.50		46,808,685.00
4.a	Beton lantai (Slab on grade) +0.60	m3	32.49	890,442.00		28,930,460.58
b	Pembesian wire mesh M8	m2	341.15	56,700.00		19,343,205.00
c	Bekisting plat (Slab on grade)	m2	6.50	136,867.50		889,638.75
5.a	Beton listplank	m3	4.60	890,442.00		4,096,033.20
b	Pembesian PJTP 24 & PJTD 40	kg	575.00	56,700.00		32,602,500.00
c	Bekisting listplank	m2	92.00	136,867.50		12,591,810.00
6.a	Beton tangga	m3	7.20	890,442.00		6,411,182.40
b	Pembesian PJTP 24 & PJTD 40	kg	1,440.00	56,700.00		81,648,000.00
c	Bekisting tangga	m2	54.00	136,867.50		7,390,845.00
	Sub Jumlah Pekerjaan Struktur Lantai 1					1,240,619,441.67
	Lantai 2
1.a	Beton kolom	m3	22.78	890,442.00		20,284,268.76
b	Pembesian PJTP 24 & PJTD 40	kg	5,126.40	12,407.22		63,604,372.61
c	Bekisting kolom	m2	227.84	99,067.50		22,571,539.20
2.a	Beton balok	m3	41.04	890,442.00		36,543,739.68
b	Pembesian PJTP 24 & PJTD 40	kg	7,387.20	12,407.22		91,654,615.58
c	Bekisting balok	m2	298.32	136,867.50		40,830,312.60
3.a	Beton plat lantai +9.60	m3	45.63	890,442.00		40,630,868.46
b	Pembesian PJTP 24 & PJTD 40	kg	6,160.05	12,407.22		76,429,095.56
c	Bekisting plat lantai	m2	351.00	136,867.50		48,040,492.50
4.a	Beton balok kuda-kuda	m3	18.72	890,442.00		16,669,074.24
b	Pembesian PJTP 24 & PJTD 40	m2	3,744.00	12,407.22		46,452,631.68
c	Bekisting plat konsol	m2	156.00	136,867.50		21,351,330.00
5.a	Beton listplank	m3	8.40	890,442.00		7,479,712.80
b	Pembesian PJTP 24 & PJTD 40	kg	1,050.00	12,407.22		13,027,581.00
c	Bekisting listplank	m2	168.00	136,867.50		22,993,740.00
6.a	Beton konsol	m3	30.24	890,442.00		26,926,966.08
b	Pembesian PJTP 24 & PJTD 40	kg	4,082.40	12,407.22		50,651,234.93
c	Bekisting plat konsol	m2	226.80	136,867.50		31,041,549.00
7.a	Beton menara	m3	13.02	890,442.00		11,593,554.84
b	Pembesian PJTP 24 & PJTD 40	kg	2,473.80	12,407.22		30,692,980.84
c	Bekisting menara	m2	104.16	136,867.50		14,256,118.80
8.a	Rangka kubah menara	kg	2,525.00	22,050.00		55,676,250.00
	Sub Jumlah Pekerjaan Struktur Lantai 2					789,402,029.16
C.	PEKERJAAN DINDING
	Lantai 1
1	Pas Dinding bata 1Pc:3Ps	m2	16.00	92,736.00		1,483,776.00
2	Pas Dinding bata 1Pc:5Ps	m2	300.00	86,184.00		25,855,200.00
3	Plesteran Dinding  1Pc:3Ps	m2	32.00	51,004.80		1,632,153.60
4	Plesteran Dinding  1Pc:5Ps	m2	780.00	45,511.20		35,498,736.00
5	Beton kolom praktis	m1	68.00	88,924.50		6,046,866.00
6	Beton balok praktis	m1	44.00	88,924.50		3,912,678.00
7	Plesteran beton	m2	342.00	47,250.00		16,159,500.00
	Sub Jumlah Pekerjaan Dinding Lantai 1					90,588,909.60
	Lantai 2
1	Pas Dinding bata 1Pc:3Ps	m2	35.00	92,736.00		3,245,760.00
2	Pas Dinding bata 1Pc:5Ps	m2	805.80	86,184.00		69,447,067.20
3	Plesteran Dinding  1Pc:3Ps	m2	70.00	51,004.80		3,570,336.00
4	Plesteran Dinding  1Pc:5Ps	m2	1,611.00	45,511.20		73,318,543.20
5	Beton kolom praktis	m1	77.00	88,924.50		6,847,186.50
6	Beton balok praktis	m1	50.00	88,924.50		4,446,225.00
7	Plesteran beton	m2	205.00	47,250.00		9,686,250.00
	Sub Jumlah Pekerjaan Dinding Lantai 2					170,561,367.90
D.	PEKERJAAN LANTAI
	Lantai 1
1	Urugan pasir urug dibawah lantai dasar	m3	62.50	197,820.00		12,363,750.00
2	Lantai homogenous 60x60 cm	m2	447.00	283,500.00		126,724,500.00
3	Lantai keramik 30x30 cm (Gudang & sound)	m2	18.00	129,937.50		2,338,875.00
4	Plint keramik homogenous 10x60 cm	m1	174.40	63,000.00		10,987,200.00
5	Lantai beton + wire mesh M.8 + lt kerja	m3	20.20	1,857,492.00		37,521,338.40
6	Lantai keramik 30x30 cm (tangga)	m2	45.00	136,237.50		6,130,687.50
7	Step nozing tangga	m1	126.00	68,103.00		8,580,978.00
	Sub Jumlah Pekerjaan  Lantai 1					204,647,328.90
	Lantai 2
1	Lantai homogenous 60x60 cm	m2	285.00	283,500.00		80,797,500.00
2	Lantai keramik 30x30 cm (Gudang & r kantor)	m2	57.00	129,937.50		7,406,437.50
3	Plint keramik homogenous 10x60 cm	m1	113.00	63,000.00		7,119,000.00
4	Plint keramik  30x30 cm	m1	48.00	32,665.50		1,567,944.00
	Sub Jumlah Pekerjaan  Lantai 2					96,890,881.50
E.	PEKERJAAN PLAFON
	Lantai 1
1	Plafound gypsum t=9 mm rangka besi hollow	m2	391.00	104,036.94		40,678,443.54
2	Plafound beton exposed	m2	20.00	37,800.00		756,000.00
3	List plafound gypsum	m1	215.00	31,500.00		6,772,500.00
4	Plafound multiplek t=5 mm	m2	24.00	146,790.00		3,522,960.00
5	List plafound multiplek	m1	43.00	25,200.00		1,083,600.00
	Sub Jumlah Pekerjaan Plafon Lantai 1					52,813,503.54
	Lantai 2
1	Plafound gypsum t=9 mm rangka besi hollow	m2	430.00	104,036.94		44,735,884.20
2	Plafound beton exposed	m2	115.00	37,800.00		4,347,000.00
3	List plafound gypsum	m1	34.00	31,500.00		7,371,000.00
4	Plafound multiplek t=5 mm	m2	65.00	146,790.00		9,541,350.00
5	List plafound multiplek	m1	145.00	25,200.00		3,654,000.00
	Sub Jumlah Pekerjaan Plafon Lantai 2					69,649,234.20
F.	PEKERJAAN PINTU JENDELA LENGKAP ALAT PENGGANTUNG
	Lantai 1
1	Pintu jendela geser type PJ.1 (300x400) cm	unit	9.00	8,523,900.00		76,715,100.00
2	Pintu type P.2 ( 90 x 215 ) cm	unit	3.00	2,896,740.00		8,690,220.00
3	Jendela di R tangga ( 3 x 8 ) cm	unit	8.00	1,512,000.00		12,096,000.00
	Sub Jumlah Pekerjaan Pintu jendela Lantai 1					97,501,320.00
	Lantai 2
1	Pintu jendela geser type PJ.2 (300x300) cm	unit	7.00	7,767,900.00		54,375,300.00
2	Pintu type P.2 ( 90 x 215 ) cm	unit	2.00	2,896,740.00		5,793,480.00
3	Jendela type J.1 ( 100 x 450 ) cm	unit	12.00	4,993,380.00		59,920,560.00
4	Jendela di menara ( 1.6 x 4.5 )	unit	8.00	4,536,000.00		36,288,000.00
	Sub Jumlah Pekerjaan Pintu jendela Lantai 2					156,377,340.00
G.	PEKERJAAN PENGECATAN
	Lantai 1
1	Cat dinding luar	m2	596.00	28,980.00		17,272,080.00
2	Cat dinding dalam	m2	775.00	18,900.00		14,647,500.00
3	Cat plafon gypsum	m2	391.00	18,900.00		7,389,900.00
4	Cat plafon multiplek	m2	24.00	25,200.00		604,800.00
5	Cat plafon beton exposed	m2	20.00	18,900.00		378,000.00
	Sub Jumlah Pekerjaan Pengecatan Lantai 1					40,292,280.00
	Lantai 2
1	Cat dinding luar	m2	640.00	28,980.00		18,547,200.00
2	Cat dinding dalam	m2	719.00	18,900.00		13,589,100.00
3	Cat plafon gypsum	m2	430.00	18,900.00		8,127,000.00
4	Cat plafon multiplek	m2	65.00	25,200.00		1,638,000.00
5	Cat plafon beton exposed	m2	115.00	18,900.00		2,173,500.00
	Sub Jumlah Pekerjaan Pengecatan Lantai 2					44,074,800.00
H.	PEKERJAAN ATAP
1	Waterproofing dak beton	m2	435.00	81,900.00		35,626,500.00
2	Screed pelindung waterproofing	m2	435.00	44,100.00		19,183,500.00
3	Atap kubah GRC	m2	209.00	630,000.00		131,670,000.00
4	Pengecatan atap kubah	m2	209.00	81,900.00		17,117,100.00
5	Rangka atap (kaso+reng)	m2	300.00	94,500.00		28,350,000.00
6	Atap geteng keramik	m2	300.00	126,000.00		37,800,000.00
7	Nok genteng keramik	m1	26.00	94,500.00		2,457,000.00
8	Lisplank kayu	m1	71.00	119,700.00		8,498,700.00
9	Talang dalam	m1	8.00	94,500.00		756,000.00
	Sub Jumlah Pekerjaan Pengecatan Lantai 1					281,458,800.00
I.	PEKERJAAN LAIN-LAIN
1	Railing tangga pipa besi fin.cat	m1	34.00	693,000.00		23,562,000.00
2	Railing serambi pipa besi fin.cat	m1	27.00	504,000.00		13,608,000.00
3	Bangunan kanopi lengkap	unit	3.00	12,600,000.00		37,800,000.00
4	Ornamen GRC type 1 (di kubah)	m1	20.00	189,000.00		3,780,000.00
5	Ornamen GRC type 2 (di kubah menara)	m1	24.00	126,000.00		3,024,000.00
6	Tali air di dinding menara	m1	174.00	25,200.00		4,384,800.00
7	Sirip beton fin.weathershield	m2	273.00	94,500.00		25,798,500.00
8	Profilan beton	m1	145.00	44,100.00		6,394,500.00
9	Jalan masuk beton rabat	m2	120.00	189,000.00		22,680,000.00
	Sub Jumlah Pekerjaan Pengecatan Lantai 2					141,031,800.00
J.	PEKERJAAN INSTALASI LISTRIK					189,000,000.00