RAB AUDITORIUM.xls

REKAPITULASI ANGGARAN BIAYA PEKERJAAN PEMBANGUNAN GEDUNG AUDITORIUM TA. 2009 IPB - BOGOR

I.

JUMLAH HARGA (Rp)

PEKERJAAN

No.

PEKERJAAN PERSIAPAN

II.

Rp

54,309,400.00

Rp

1,401,779,956.37

Rp

1,183,631,137.51

Rp

61,329,850.00

Rp

98,069,000.00

TOTAL

Rp

2,799,119,343.88

DIBULATKAN

Rp

2,799,110,000.00

PEKERJAAN STRUKTUR A

PEK. TANAH

Rp

33,190,197.66

B

PEK. PONDASI

Rp

328,281,829.76

C

PEK. KONSTRUKSI BETON

Rp

558,199,063.20

D

PEK. KONSTRUKSI BAJA

Rp

482,108,865.75

III.

PEKERJAAN ARSITEKTUR A

PEK. DINDING

Rp

592,902,516.53

B

PEK. LANTAI

Rp

157,571,609.00

C

PEK. KUSEN LENGKAP

Rp

124,810,960.00

D

PEK. PENUTUP ATAP

Rp

98,724,331.56

E

PEK. PLAFOND

Rp

129,343,712.80

F

PEK. SANITAIR

Rp

17,745,740.00

G

PEK. PENGECATAN

Rp

62,532,267.63

Rp

61,329,850.00

IV.

PEKERJAAN MEKANIKAL A

V.

PEK. INSTALASI PLAMBING PEKERJAAN ELEKTRIKAL

A

PEK. LISTRIK

Rp

74,429,000.00

B

PEK. PENANGKAL PETIR

Rp

23,640,000.00

(Dua milyar tujuh ratus sembilan puluh sembilan juta seratus sepuluh ribu rupiah ) Keterangan : Luas lantai Harga bangunan per m2 : Rp Kelas bangunan : A Gedung bertingkat tinggi 7,7 m

825.00 m2 3,392,872

f:\\\vboxsrv\conversion_tmp\scratch_1\250286909.xls.ms_office\Rekap (2)

11/6/2014

REKAPITULASI ANGGARAN BIAYA PEKERJAAN PEMBANGUNAN GEDUNG AUDITORIUM TA. 2009 IPB - BOGOR

I.

JUMLAH HARGA (Rp)

PEKERJAAN

No.

PEKERJAAN PERSIAPAN

II.

Rp

54,309,400.00

Rp

1,401,779,956.37

Rp

1,183,631,137.51

Rp

192,554,650.00

Rp

272,524,800.00

TOTAL

Rp

3,104,799,943.88

DIBULATKAN

Rp

3,104,790,000.00

PEKERJAAN STRUKTUR A

PEK. TANAH

Rp

33,190,197.66

B

PEK. PONDASI

Rp

328,281,829.76

C

PEK. KONSTRUKSI BETON

Rp

558,199,063.20

D

PEK. KONSTRUKSI BAJA

Rp

482,108,865.75

III.

PEKERJAAN ARSITEKTUR A

PEK. DINDING

Rp

592,902,516.53

B

PEK. LANTAI

Rp

157,571,609.00

C

PEK. KUSEN LENGKAP

Rp

124,810,960.00

D

PEK. PENUTUP ATAP

Rp

98,724,331.56

E

PEK. PLAFOND

Rp

129,343,712.80

F

PEK. SANITAIR

Rp

17,745,740.00

G

PEK. PENGECATAN

Rp

62,532,267.63

IV.

PEKERJAAN MEKANIKAL A

PEK. INSTALASI PLAMBING

Rp

61,329,850.00

B

PEK. INSTALASI AC SPLIT

Rp

131,224,800.00

74,429,000.00

V.

PEKERJAAN ELEKTRIKAL A

PEK. LISTRIK

Rp

B

PEK. LAMPU JALAN

Rp

64,310,000.00

C

PEK. PENYAMBUNGAN DAYA LISTRIK

Rp

110,145,800.00

D

PEK. PENANGKAL PETIR

Rp

23,640,000.00

(Tiga milyar seratus empat juta tujuh ratus sembilan puluh ribu rupiah ) Keterangan : Luas lantai 825.00 m2 Harga bangunan per m2 : Rp 3,763,394 Kelas bangunan : A Gedung bertingkat tinggi 7,7 m Pek. Non standar : AC, penyambungan daya, lampu jalan & pondasi dalam

f:\250286909.xls.ms_office\Rekap

RENCANA ANGGARAN BIAYA PEKERJAAN PEMBANGUNAN GEDUNG AUDITORIUM TA. 2009 IPB - BOGOR PEKERJAAN

No. I.

SAT.

VOLUME

HARGA SAT. (Rp)

JUMLAH HARGA (Rp)

PEKERJAAN PERSIAPAN 1 2 3 4

II.

Pengukuran & bouwplank Direksikeet (3,6 x 3,6) Pagar seng gelombang t. 2 Pembongkaran akar pohon/tunggul : Besar Kecil

m' unit m'

130.00 1.00 130.00

42,460.00 11,249,900 171,490.00

5,519,800.00 11,249,900.00 22,293,700.00

phn phn

11.00 20.00

726,000.00 363,000.00 SUB TOTAL I.

7,986,000.00 7,260,000.00 54,309,400.00

m3 m3 m3 m3

0.69 1.01 4.80 6.37

20,470.00 20,470.00 20,470.00 20,470.00

14,042.42 20,633.76 98,256.00 130,393.90

m3 m3 m3 m3 m3 m3 m3

15.12 18.20 5.44 9.47 265.20 41.48 4.74

20,470.00 20,470.00 20,470.00 7,470.00 86,200.00 199,140.00 199,140.00 Jumlah A

309,506.40 372,554.00 111,356.80 70,755.84 22,860,240.00 8,259,331.50 943,127.04 33,190,197.66

m' ttk unit

522.00 58.00 1.00

157,900.00 92,500.00 7,500,000.00

82,423,800.00 5,365,000.00 7,500,000.00

m3 m3 m3 m3 m3 m3 m3 m2

0.59 0.86 4.00 5.46 12.60 14.56 4.08 825.00

2,921,870.00 3,067,350.00 3,629,770.00 3,015,410.00 3,886,510.00 4,652,430.00 4,492,930.00 75,880.00 Jumlah B

1,718,059.56 2,650,190.40 14,519,080.00 16,464,138.60 48,970,026.00 67,739,380.80 18,331,154.40 62,601,000.00 328,281,829.76

m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3

3.80 5.70 1.22 2.43 12.31 2.40 10.08 1.56 1.44 21.44 3.82

4,306,690.00 3,589,330.00 4,698,570.00 4,112,970.00 4,189,660.00 4,074,690.00 4,730,930.00 5,392,160.00 5,003,600.00 3,920,810.00 3,419,740.00

16,365,422.00 20,459,181.00 5,713,461.12 10,002,743.04 51,583,093.92 9,779,256.00 47,687,774.40 8,411,769.60 7,205,184.00 84,062,166.40 13,049,727.84 274,319,779.32

PEKERJAAN STRUKTUR

A PEK. TANAH 1 Galian tanah pile cap - Pile cap P1 - Pile cap P1' - Pile cap P1'' - Pile cap P2 2 Galian tanah tie beam - Tie biem S1 - Tie biem S2 - Tie biem S3 3 Urugan tanah kembali 4 Urug & pemadatan tanah merah 5 Urug pasir bawah lantai t. 5 cm 6 Urug pasir bawah pile cap & sloof t. 5 cm B 1 2 3 4

5 6 7 8

PEK. PONDASI Mini pile (segi empat 20) Potong tiang pancang Mobilisasi & demob alat pancang Pile cap - Pile cap P1 (70x70x60cm) - Pile cap P1' (60x60x60cm) - Pile cap P1'' (50x50x50cm) - Pile cap P2 (130x70x60cm) Tie biem S1 (30x50cm) Tie biem S2 (20x40cm) Tie biem S3 (20x30cm) Rabat beton t. 6 cm

C PEK. KONSTRUKSI BETON C.1 ELV.+3.50m 1 Kolom K1-A (50x50cm) 2 Kolom K1-B (50x50cm) 3 Kolom K2-A (40x40cm) 4 Kolom K2-B (40x40cm) 5 Kolom K3 (30x30cm) 6 Balok B1- I (25x50cm) 7 Balok B2- I (20x40cm) 8 Balok B3- I (20x30cm) 9 Balok B4- I (20x30cm) 10 Plat lantai t. 10 cm 11 Plat lantai t. 12 cm

f:\250286909.xls.ms_office

Hal. 3

PEKERJAAN

No.

SAT.

VOLUME

HARGA SAT. (Rp)

JUMLAH HARGA (Rp)

C.2 1 2 3 4 5 6 7 8 9

ELV.+4.20m Kolom K1-A (50x50cm) Kolom K1-B (50x50cm) Kolom K2-A (40x40cm) Kolom K2-B (40x40cm) Kolom K3 (30x30cm) Balok B1- II (40x70cm) Balok B2- II (35x65cm) Balok B3- II (25x50cm) Plat lantai t. 10 cm

m3 m3 m3 m3 m3 m3 m3 m3 m3

0.70 1.05 0.22 0.45 0.76 1.92 2.31 3.00 7.19

4,306,690.00 3,589,330.00 4,698,570.00 4,112,970.00 4,189,660.00 3,207,930.00 3,369,070.00 4,112,850.00 3,920,810.00

3,014,683.00 3,768,796.50 1,052,479.68 1,842,610.56 3,167,382.96 6,159,225.60 7,782,551.70 12,338,550.00 28,171,019.85 67,297,299.85

C.3 1 2 3 4 5 6 7 8 9 10

ELV.+5.10m Kolom K1-A (50x50cm) Kolom K1-B (50x50cm) Kolom K2-A (40x40cm) Kolom K2-B (40x40cm) Kolom K3 (30x30cm) Balok B1- III (25x50cm) Balok B2- III (20x40cm) Stek-1 (40x70cm) Stek-2 Elv.+3.35m (20x40cm) Plat lantai t. 12 cm

m3 m3 m3 m3 m3 m3 m3 m3 m3 m3

0.90 1.35 0.29 0.58 0.97 3.60 5.39 1.76 0.10 6.15

4,332,750.00 3,612,450.00 4,727,080.00 4,139,080.00 4,217,480.00 4,878,790.00 4,757,510.00 4,707,130.00 4,763,530.00 3,440,600.00

3,899,475.00 4,876,807.50 1,361,399.04 2,384,110.08 4,099,390.56 17,563,644.00 25,642,978.90 8,303,377.32 495,407.12 21,155,561.28 89,782,150.80

C.4 1 2 3 4 5 6 7 8 9 10

ELV.+7.70m Kolom K1-A (50x50cm) Kolom K1-B (50x50cm) Kolom K2-A (40x40cm) Kolom K2-B (40x40cm) Kolom K3 (30x30cm) Kolom K4 (20x20cm) Balok B1- IV (20x40cm) Ring Balok R1-IV (50x100cm) Ring Balok R2-IV (20x40cm) Plat lantai t. 10 cm

m3 m3 m3 m3 m3 m3 m3 m3 m3 m3

2.60 2.60 0.83 1.66 2.81 2.81 1.20 6.00 7.36 1.36

4,332,750.00 3,612,450.00 4,727,080.00 4,139,080.00 4,217,480.00 4,625,770.00 4,757,510.00 3,729,250.00 5,035,510.00 3,944,090.00 Jumlah C

11,265,150.00 9,392,370.00 3,932,930.56 6,887,429.12 11,842,683.84 12,989,162.16 5,709,012.00 22,375,500.00 37,061,353.60 5,344,241.95 126,799,833.23 558,199,063.20

16,660.00 16,660.00 16,660.00 16,660.00 16,660.00 16,660.00 16,660.00 16,660.00 16,660.00 16,660.00 16,660.00 16,660.00 308,550.00 123,420.00 300.00 180.00 980.00 98,730.00 Jumlah D

4,573,150.01 86,462,947.65 72,392,364.80 74,981,328.80 33,913,096.00 6,026,388.48 65,285,875.20 27,529,400.50 10,273,991.88 1,898,940.12 659,136.24 1,849,260.00 6,479,550.00 18,266,160.00 141,600.00 64,800.00 22,696,816.45 48,614,059.62 482,108,865.75

D PEK. KONSTRUKSI BAJA 1 Siku L-70x70x6,5 2 Canal C 200.75.20.3,2 3 Baja profil WF-300x150x6,5x9 4 Baja profil WF-250x125x6x9 5 Baja profil WF-150x75x5x7 6 Bonggol ( kolom ) t=12mm 7 Bonggol ( Simpul ) t=12mm 8 Plat Stiffner ( Voute ) 9 Plat Stiffner ( KIP ) t=9mm 10 Base plat 300.200.11 11 Base plat t=12mm 12 Trekstang dia.10mm 13 Ikatan Angin dia.10mm 14 Angkur baut HTB d. 22 mm L 60 cm 15 Mur baut hitam 2dia.10mm 16 Mur dia.10mm 14 Zinkcromate 15 Rangka kaso & reng baja ringan

kg kg kg kg kg kg kg kg kg kg kg kg set bh bh bh kg m2

274.50 5,189.85 4,345.28 4,500.68 2,035.60 361.73 3,918.72 1,652.43 616.69 113.98 39.56 111.00 21.00 148.00 472.00 360.00 23,160.02 492.39

SUB TOTAL II.


1,401,779,956.37

Hal. 4

PEKERJAAN

No. III.

SAT.

VOLUME

HARGA SAT. (Rp)

JUMLAH HARGA (Rp)

PEKERJAAN ARSITEKTUR

A PEK. DINDING A.1 ELV.+3.50m 1 Dinding hebel t 10 cm + MU 380 2 Dinding hebel parapet tangga t=90cm 3 Kolom Praktis 10x10 4 Ring balok 10x15 5 Balok lintel 10x15 6 Plesteran dinding MU 100 t. 10 mm 7 Acian MU 200 t. 3 mm 8 Keramik dinding 20/25 9 Finishing kolom (acian MU 200) 10 Finishing Balok (acian MU 200) 11 Canopy Polycarbonat + rangka hollow 12 Dinding hebel panggung

m2 m2 m' m' m' m2 m2 m2 m2 m2 m2 m2

694.63 4.88 91.60 47.00 109.70 1,399.02 1,399.02 41.30 2,170.00 3,340.00 28.32 12.80

112,800.00 112,800.00 70,220.00 102,680.00 102,680.00 45,540.00 19,790.00 110,390.00 19,790.00 19,790.00 172,000.00 112,800.00

78,354,038.40 550,464.00 6,432,152.00 4,825,960.00 11,263,996.00 63,711,188.64 27,686,526.64 4,559,107.00 42,944,300.00 66,098,600.00 4,871,040.00 1,443,840.00 312,741,212.68

A.2 1 2 3 4 5 6 7 8 9 10

ELV.+5.10m Dinding hebel t 10 cm + MU 380 Dinding hebel parapet dak t=90cm Kolom Praktis 10x10 Ring balok 10x15 Balok lintel 10x15 Plesteran dinding MU 100 t. 10 mm Acian MU 200 t. 3 mm Finishing kolom (acian MU 200) Finishing Balok (acian MU 200) Finishing canopy entrance (acian MU 200)

m2 m2 m' m' m' m2 m2 m2 m2 m2

191.55 55.10 14.00 95.00 54.20 493.30 493.30 480.00 3,797.21 21.60

114,080.00 114,080.00 70,630.00 103,350.00 103,350.00 46,910.00 20,700.00 20,700.00 20,700.00 20,700.00

21,852,024.00 6,285,808.00 988,820.00 9,818,250.00 5,601,570.00 23,140,703.00 10,211,310.00 9,936,000.00 78,602,278.85 447,120.00 166,883,883.85

A.3 1 2 3 4 5 6

ELV.+7.70m Dinding hebel t 10 cm + MU 380 Dinding hebel parapet dak t=90cm Plesteran dinding MU 100 t. 10 mm Acian MU 200 t. 3 mm Finishing kolom (acian MU 200) Finishing Balok (acian MU 200)

m2 m2 m2 m2 m2 m2

247.00 9.00 494.00 494.00 988.00 1,460.00

114,080.00 114,080.00 46,910.00 20,700.00 20,700.00 20,700.00

28,177,760.00 1,026,720.00 23,173,540.00 10,225,800.00 20,451,600.00 30,222,000.00 113,277,420.00 592,902,516.53

Jumlah A B PEK. LANTAI B.1 ELV.+0,00m 1 Screeding t. 3 cm 2 Keramik 40/40 3 Keramik 20/20 4 Kramik Tangga

m2 m2 m2 m2

825.00 803.00 22.00 6.40

17,490.00 129,240.00 88,340.00 92,340.00

14,429,250.00 103,779,720.00 1,943,480.00 590,976.00 120,743,426.00

B.2 ELV.+3,50m 1 Screeding t. 3 cm 2 Waterproofing MU 600

m2 m2

226.10 226.10

17,490.00 107,340.00

3,954,489.00 24,269,574.00 28,224,063.00

B.3 1 2 3

ELV.+5,10m Screeding t. 3 cm Waterproofing MU 600 Keramik 40/40

m2 m2 m2

54.00 42.00 12.00

17,670.00 108,710.00 130,630.00

954,180.00 4,565,820.00 1,567,560.00 7,087,560.00

B.4 ELV.+7,70m 1 Screeding t. 3 cm 2 Waterproofing MU 600

m2 m2

12.00 12.00

17,670.00 108,710.00

212,040.00 1,304,520.00 1,516,560.00 157,571,609.00

Jumlah B


Hal. 5

PEKERJAAN

No.

C PEK. KUSEN LENGKAP C.1 Kusen Lengkap ELV.+0,00m 1 PL1 (PB) 2 PL2 (PB) 3 PL3 (PB) 4 PJ1 (PA) 5 P1 (PA) 6 P2 (PA) 7 P3 (PVC) 8 J1 (JA) 9 J2 (JA) 10 BV1 (JA) 11 BV3 (JA) C.2 1 2 3 4

Kusen Lengkap ELV.+5,10m J3 (JA) J4 (JA) J5 (JA) JS (JA)

SAT.

VOLUME

HARGA SAT. (Rp)

unit unit unit unit unit unit unit unit unit unit unit

1.00 2.00 2.00 1.00 4.00 6.00 4.00 6.00 2.00 4.00 4.00

4,714,500.00 4,714,500.00 4,714,500.00 10,354,300.00 3,713,760.00 2,321,020.00 650,000.00 1,984,700.00 2,114,150.00 387,420.00 3,298,960.00

4,714,500.00 9,429,000.00 9,429,000.00 10,354,300.00 14,855,040.00 13,926,120.00 2,600,000.00 11,908,200.00 4,228,300.00 1,549,680.00 13,195,840.00 96,189,980.00

unit unit unit unit

8.00 2.00 4.00 2.00

1,993,310.00 1,950,180.00 1,555,480.00 1,276,110.00

15,946,480.00 3,900,360.00 6,221,920.00 2,552,220.00 28,620,980.00 124,810,960.00

Jumlah C D PEK. PENUTUP ATAP 1 Genteng metal 2 Nok metal berpasir 3 Listplank & Talang metal 30x30 colour

JUMLAH HARGA (Rp)

m2 m' m'

492.39 89.00 97.32

125,540.00 111,170.00 277,590.00 Jumlah D

61,815,142.76 9,894,130.00 27,015,058.80 98,724,331.56

E PEK. PLAFOND E.1 1 2 3 4 5

ELV.+2,80m ~ 4,00m Plafond Gyptile ex lokal, rangka alumunium & listm2 tepi Plafond kalsiboard , rangka hollow & list tepi m2 Plafond panellux m2 List plafond gypsum m' List plafond kayu m'

139.90 107.20 42.00 171.60 138.70

128,300.00 111,700.00 496,430.00 17,500.00 12,500.00

17,949,170.00 11,974,240.00 20,850,060.00 3,003,000.00 1,733,750.00 55,510,220.00

E.2 1 2 3 4 5 6

ELV.+6,90m ~ 7,90m Plafond gypsum board t. 9 mm + rangka metal stud m2 Plafond kalsiboard rangka + rangka metal stud m2 Plafond acustic m2 List plafond gypsum m' List plafond kayu m' Drop ceilling gypsumboard t. 9 mm m2

370.00 115.70 68.40 93.60 180.00 107.02

96,070.00 113,720.00 130,320.00 17,500.00 12,500.00 115,200.00

35,545,900.00 13,157,404.00 8,913,888.00 1,638,000.00 2,250,000.00 12,328,300.80 73,833,492.80 129,343,712.80

Jumlah E F PEK. SANITAIR F.1 ELV.+0,00m 1 Monoblok CW 660 J/SW 660 J 2 Washtafel LW 230 J 3 Urinoar U 57 M 4 Sekat Urinoar A100

bh bh bh bh

4.00 6.00 2.00 1.00

1,777,200.00 1,086,340.00 1,690,800.00 737,300.00 Jumlah F

7,108,800.00 6,518,040.00 3,381,600.00 737,300.00 17,745,740.00

G PEK. PENGECATAN G.1 ELV.+3.50m 1 Cat dinding vinilex 2 Cat dinding parapet tangga vinilex 3 Plitur daun pintu 4 Cat Plafond Gypsum 5 Cat plafond kalsiboard Vinilex 6 Cat plafond beton expose entrance Vinilex 7 Cat list plafond gypsum

m2 m2 m2 m2 m2 m2 m'

694.63 4.88 282.80 139.90 107.20 21.60 171.60

20,170.00 20,170.00 44,080.00 23,700.00 23,700.00 23,700.00 7,110.00

14,010,646.76 98,429.60 12,465,647.68 3,315,630.00 2,540,640.00 511,920.00 1,220,076.00


Hal. 6

m' m2

138.70 12.80

HARGA SAT. (Rp) 2,370.00 20,170.00

G.2 ELV.+5.10m 1 Cat dinding Vinilex m2 2 Cat dinding vinilex (3x) Parapet dak beton t=90cm m2

191.55 55.10

20,820.00 20,820.00

3,988,071.00 1,147,182.00 5,135,253.00

G.3 1 2 3 4 5 6

247.00 493.30 139.90 93.60 180.00 107.02

20,820.00 20,820.00 24,690.00 7,407.00 2,469.00 24,690.00

5,142,540.00 10,270,506.00 3,454,131.00 693,295.20 444,420.00 2,642,237.39 22,647,129.59 62,532,267.63

PEKERJAAN

No.

8 Cat list plafond kayu 9 Dinding hebel panggung

SAT.

ELV.+7.70m Cat dinding Vinilex (3x) m2 Cat dinding vinilex (3x) Parapet dak beton t=90cm m2 Cat Plafond Gypsum m2 Cat list plafond gypsum m' Cat list plafond kayu m' Drop ceilling m2

VOLUME

Jumlah G SUB TOTAL III.

TOTAL I S/D III.


JUMLAH HARGA (Rp) 328,719.00 258,176.00 34,749,885.04

1,183,631,137.51

2,639,720,493.88

Hal. 7


Hal. 8


Hal. 9


Hal. 10


Hal. 11


Hal. 12

No.

IV.

PEKERJAAN

SAT.

VOLUME

HARGA SAT. (Rp)

JML. HARGA (Rp)

PEKERJAAN MEKANIKAL

A

PEK. INSTALASI PLAMBING 1

2 2.1

2.2

B

Peralatan utama a. Tanki Atas (Cylinder) Kap. 2 m3 b. Biofil BF08 c. Resapan Instalasi Lantai Dasar a. Pemipaan Air Bersih - Pipa GIP Medium Class dia. 2" - Pipa PVC AW dia. 1" dia. 3/4" dia. 1/2" - Fitting - Valves Gate Valve dia. 2" Gate Valve dia. 1" Meteran Air dia. 2" Kran Tembok dia.1/2" Galian Beton Galian Aspal b. Pemipaan Air Kotor, Bekas & Vent - Pipa PVC AW dia. 4" dia. 2" dia. 1" - Fitting - Floor Drain (FD) dia. 2" Lantai Atas a. Pemipaan Air Bersih - Pipa PVC AW dia. 1 1/2" dia. 1" - Fitting - Valves Gate Valve dia. 1" Floating Valve dia. 1" b. Pemipaan Air Hujan - Pipa PVC AW dia. 4" - Fitting - Roof Drain (RD) dia. 4"

unit

2.00

3,105,000.00

6,210,000.00

unit bh

2.00 2.00

7,500,000.00 1,500,000.00 Jumlah 1

15,000,000.00 3,000,000.00 24,210,000.00

m

65.00

219,600.00

14,274,000.00

m m m lot

24.00 10.00 64.00 1.00

9,500.00 7,300.00 5,000.00 2,979,000.00

228,000.00 73,000.00 320,000.00 2,979,000.00

bh bh bh bh m' m'

1.00 2.00 1.00 4.00 52.00 7.00

317,000.00 112,800.00 350,000.00 75,000.00 25,000.00 25,000.00

317,000.00 225,600.00 350,000.00 300,000.00 1,300,000.00 175,000.00

m m m lot

24.00 36.00 12.00 1.00

68,400.00 20,900.00 9,500.00 627,000.00

1,641,600.00 752,400.00 114,000.00 627,000.00

bh

4.00

85,000.00 Jumlah 2.1

340,000.00 24,016,600.00

m m lot

6.00 36.00 1.00

15,500.00 9,500.00 152,250.00

93,000.00 342,000.00 152,250.00

bh bh

2.00 2.00

112,800.00 250,000.00

225,600.00 500,000.00

m lot

130.00 1.00

68,400.00 1,778,400.00

8,892,000.00 1,778,400.00

bh

16.00

70,000.00 Jumlah 2.2 Jumlah 2 JUMLAH A

1,120,000.00 13,103,250.00 37,119,850.00 61,329,850.00

unit

15.00

7,812,000.00

117,180,000.00

unit

4.00

3,511,200.00

14,044,800.00

Jumlah 1 JUMLAH B

131,224,800.00 131,224,800.00

PEK. INSTALASI AC SPLIT 1

Peralatan utama a. AC Split Wall Mounted (ACS-1 s/d 15/LT.D) Kap. : 2,5 PK Lokasi : Area Duduk Auditorium b.

AC Split Wall Mounted (ACS-16 s/d 19/LT.D) Kap. : 1 PK Lokasi : R.Ganti & R.Terima

JUMLAH IV.


192,554,650.00

Hal. 13


Hal. 14


Hal. 15


Hal. 16


Hal. 17


Hal. 18


Hal. 19

No.

V.

PEKERJAAN

SAT.

VOLUME

HARGA SAT. (Rp)

JML. HARGA (Rp)

PEKERJAAN ELEKTRIKAL A

PEK. LISTRIK

A.1 1 2 3 4 5 6

PANEL PENERANGAN AUDITORIUM 1 bh MCB 40 A, 3P, 25kA 11 bh MCB 16A, 1P, 6kA 9 bh MCB 6A, 1P, 6kA 3 bh Lampu Indikator 1 bh Box Panel Plat 1 bh Pentanahan dan Accessories

unit

A.2 1 2 3 4 5

PANEL AIR CONDITIONING (AC SPLIT) 1 bh MCB 100 A, 3P, 50kA 22 bh MCB 16A, 1P, 6kA 3 bh Lampu Indikator 1 bh Box Panel Plat 1 bh Pentanahan dan Accessories

unit

A.3 1

KABEL FEEDER + KABEL BC Kabel dari Panel Penerangan Auditorium (PP-B.A) ke : Panel AC SPLIT (P-ACS) - NYY 4 x 25 mm2 - BC 25 mm2

m m

Kabel dari Panel AC SPLIT (P-ACS) ke : Panel Penerangan Luar (PP-L) - NYY 4 x 4 mm2 - BC 4 mm2

2

A.4 1

2

6,500,000.00

6,500,000.00

Jumlah A.1

6,500,000.00

8,750,000.00

8,750,000.00

Jumlah A.2

8,750,000.00

10.00 10.00

125,000.00 15,000.00 Jumlah 1

1,250,000.00 150,000.00 1,400,000.00

m m

10.00 10.00

25,000.00 5,000.00 Jumlah 2 Jumlah A.3

250,000.00 50,000.00 300,000.00 1,700,000.00

INSTALASI DAN ARMATURE LANTAI DASAR a. LP. TL 2x18 W, TKI b. LP. BARET 20 W, TL-C c. LP. DOWNLIGHT 13 W, PLC d. LP. DOWNLIGHT 2x13 W, PLC e. LP. DINDING 9 W, PL f. LP. SOROT 120 W, PAR 38 g. LP. EXIT 10 W, C/W BATTERY h. STOP KONTAK 200 W, 1P i. STOP KONTAK 200 W, 1P (LANTAI) j. STOP KONTAK 1500 W, 3P k. SAKLAR TUNGGAL l. SAKLAR DOUBLE m. SAKLAR HOTEL n. GRID SWITCH 6 GANG o. INSTALASI PENERANGAN p. INSTALASI STOP KONTAK 1P q. INSTALASI STOP KONTAK 3P

bh bh bh bh bh bh bh bh bh bh bh bh bh bh titik titik titik

19.00 8.00 24.00 4.00 14.00 4.00 8.00 28.00 3.00 3.00 10.00 7.00 2.00 1.00 81.00 31.00 3.00

187,500.00 262,500.00 127,500.00 217,500.00 105,000.00 97,500.00 1,125,000.00 18,000.00 375,000.00 345,000.00 15,000.00 24,000.00 45,000.00 292,500.00 175,000.00 196,000.00 225,000.00 Jumlah 1

3,562,500.00 2,100,000.00 3,060,000.00 870,000.00 1,470,000.00 390,000.00 9,000,000.00 504,000.00 1,125,000.00 1,035,000.00 150,000.00 168,000.00 90,000.00 292,500.00 14,175,000.00 6,076,000.00 675,000.00 44,743,000.00

LANTAI ATAS a. LP. SOROT 150 W, SON-T b. STOP KONTAK 200 W, 1P c. STOP KONTAK 1500 W, 3P d. SAKLAR DOUBLE e. INSTALASI PENERANGAN f. INSTALASI STOP KONTAK 1P g. INSTALASI STOP KONTAK 3P

bh bh bh bh bh bh titik

10.00 3.00 1.00 1.00 10.00 3.00 1.00


1.00

1.00

975,000.00 18,000.00 345,000.00 24,000.00 175,000.00 196,000.00 225,000.00 Jumlah 2 Jumlah A.4 JUMLAH A

9,750,000.00 54,000.00 345,000.00 24,000.00 1,750,000.00 588,000.00 225,000.00 12,736,000.00 57,479,000.00 74,429,000.00

Hal. 20

No. B

PEKERJAAN

SAT.

VOLUME

HARGA SAT. (Rp)

JML. HARGA (Rp)

PEK. LAMPU JALAN

B.1 1 2 3 4 5 6 7

PANEL PENERANGAN LUAR 1 bh MCB 10 A, 3P, 4,5kA 5 bh MCB 6A, 1P, 4,5kA 7 bh MCB 4A, 1P, 4,5kA 1 bh Timer Switch 3 bh Lampu Indikator 1 bh Box Panel Plat 1 bh Pentanahan dan Accessories

unit

1.00

4,500,000.00

4,500,000.00

Jumlah B.1

4,500,000.00

B.2 KABEL FEEDER + KABEL BC 1 Kabel dari Panel Penerangan Luar (PP-L) ke:

MCB 4A, 1P (Setiap Box Tiang Lampu) - NYFGbY 4 x 4 mm2 - BC 4 mm2

m m

220.00 220.00

45,000.00 6,500.00

9,900,000.00 1,430,000.00

m

40.00

12,000.00 Jumlah B.2

480,000.00 11,810,000.00

bh

4.00

4,800,000.00

19,200,000.00

bh

4.00

7,200,000.00 Jumlah B.3 JUMLAH B

28,800,000.00 48,000,000.00 64,310,000.00

unit

1.00

3,500,000.00

3,500,000.00

Jumlah C.1

3,500,000.00

2 Kabel dari MCB 4A, 1P (Tiap Box Tiang Lampu) ke:

MCB 4A, 1P (Tiap Box Tiang Lampu Jalan) - NYY (3 x 2,5 mm2) B.3 INSTALASI DAN ARMATURE 1 Lampu Jalan SON 2 x 125 W c/w Tiang 7 m Single ornament + pondasi 2 Lampu Jalan SON 2 x 125 W c/w Tiang 7 m Double ornament + pondasi

C

PEK. PENYAMBUNGAN DAYA LISTRIK

C.1 1 2 3 4

PANEL EXISTING (GARDU) 1 bh MCCB 125 A, 3P, 25kA 3 bh Lampu Indikator 1 bh Box Panel Plat 1 bh Pentanahan dan Accessories

C.2 1

KABEL FEEDER + KABEL BC Kabel dari Panel MDP Existing ke : Panel Penerangan Auditorium (PP-B.A) - NYFGbY 4 x 70 mm2 - Pipa GIP Medium Class dia. 4" (casing) - Galian Paving Block - Galian Tanah - Galian Beton - Galian Aspal

D

m btg m' m' m' m'

300.00 1.00 68.00 170.00 48.00 16.00

330,000.00 2,305,800.00 17,500.00 15,000.00 25,000.00 25,000.00 Jumlah C.2 JUMLAH C

99,000,000.00 2,305,800.00 1,190,000.00 2,550,000.00 1,200,000.00 400,000.00 106,645,800.00 110,145,800.00

bh

1.00

15,000,000.00

15,000,000.00

m lot

80.00 1.00

45,500.00 3,500,000.00

3,640,000.00 3,500,000.00

lot

1.00

1,500,000.00 JUMLAH D

1,500,000.00 23,640,000.00

PEK. PENANGKAL PETIR (System Non Conventional) 1

2 3

4

SYSTEM NON CONVENSIONAL Dengan Tiang 1 meter (Pipa Galvanis) Lengkap dengan Peralatan Bantu Kabel BC 50 mm2 dan Peralatan Bantu Pentanahan lengkap dengan : a. Grounding System 1x Cooper Rod 5/8" b. dengan Panjang 6 meter Maks. 2 Ohm c. Bak Kontrol 40 x 40 x 40 cm Instalasi dan Material Bantu JUMLAH V.


272,524,800.00

Hal. 21

DAFTAR HARGA SATUAN PEKERJAAN PEKERJAAN

No. A.

HARGA (Rp)

PEK. SIPIL & ARSITEK 1 2 3 4 5 6 7 8

9

10

11 12 13

14

15

16 17 18 19

20

21 22 23 24 25 26 27 28 29 30

M2 M3 M3 M3 M3 M3 M3 M2 M2 M2 M2 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 Kg Kg Kg Kg Kg Kg Kg Kg M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M3 M3 M3 M3 M3 M3 M3 M'

f:\250286909.xls.ms_office\Pek

Pembersihan lahan Galian tanah biasa max kedalaman 1 m' Galian tanah biasa max kedalaman 2 m' Urugan tanah kembali Urugan pasir Pasangan aanstamping batu belah Lantai kerja 1pc : 3ps : 5kr Screeding t. 3 cm Screeding t. 3 cm (Lt. 2) Screeding t. 3 cm (Lt. 3) Screeding t. 3 cm (Lt. 4) Beton site mix K-175 Beton site mix K-175 (Lt. 2) Beton site mix K-175 (Lt. 3) Beton site mix K-175 (Lt. 4) Readymix K-175 (Lt. 1) Readymix K-175 (Lt. 2) Readymix K-175 (Lt. 3) Readymix K-175 (Lt. 4) Readymix K-250 Readymix K-250 (Lt. 2) Readymix K-300 Readymix K-300 (Lt. 2) Besi polos < 12 mm Besi polos < 12 mm (Lt. 2) Besi polos < 12 mm (Lt. 3) Besi polos < 12 mm (Lt. 4) Besi ulir > 12 mm Besi ulir > 12 mm (Lt. 2) Besi ulir > 12 mm (Lt. 3) Besi ulir > 12 mm (Lt. 4) Wire Mesh M-6 (2 lapis) Wire Mesh M-6 (2 lapis) (Lt. 2) Wire Mesh M-6 (2 lapis) (Lt. 3) Wire Mesh M-6 (2 lapis) (Lt. 4) Wire Mesh M-4 (1 lapis) Bekisting pondasi Bekisting Sloof Bekisting Kolom Bekisting Kolom (Lt. 2) Bekisting Kolom (Lt. 3) Bekisting Kolom (Lt. 4) Bekisting Balok Bekisting Balok (Lt. 2) Bekisting Balok (Lt. 3) Bekisting Balok (Lt. 4) Bekisting Lantai Bekisting Lantai (Lt. 2) Bekisting Tangga Pile cap P1 (70x70x60cm) Pile cap P1' (60x60x60cm) Pile cap P1'' (50x50x50cm) Pile cap P2 (130x70x60cm) Tie biem S1 (30x50cm) Tie biem S2 (20x40cm) Tie biem S3 (20x30cm) Sloof 12/15

6,300.00 15,600.00 20,470.00 7,470.00 199,140.00 309,600.00 586,050.00 17,490.00 17,670.00 17,740.00 17,770.00 817,830.00 824,210.00 826,330.00 827,390.00 880,830.00 889,550.00 892,450.00 893,910.00 866,700.00 875,470.00 914,410.00 923,190.00 12,020.00 12,070.00 12,090.00 12,100.00 14,640.00 14,700.00 14,720.00 14,720.00 96,160.00 96,330.00 96,380.00 96,410.00 21,880.00 64,920.00 141,890.00 102,630.00 103,470.00 103,750.00 103,890.00 154,280.00 155,560.00 155,990.00 156,210.00 204,480.00 205,760.00 282,670.00 2,921,870.00 3,067,350.00 3,629,770.00 3,015,410.00 3,886,510.00 4,652,430.00 4,492,930.00 114,220.00

Hal. 22

PEKERJAAN

No. 31 32 33

34 35 36 37 38 39 40

41

42

43 44 45 46 47 48 49 50 51

52

53

54 55 56 57

58

M2 M2 M' M' M' M' M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M' M' M' M' M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2


Rabat beton t. 6 cm Rabat beton tanpa tulangan 8 cm Kolom Praktis 11x11 Kolom Praktis 11x11 (Lt. 2) Kolom Praktis 11x11 (Lt. 3) Kolom Praktis 11x11 (Lt. 4) Kolom K1-A (50x50cm) Elv +3,50 m & +4,2 m Kolom K1-A (50x50cm) Elv +5,1 m Kolom K1-B (50x50cm) Elv +3,5 m & +4,2 m Kolom K1-B (50x50cm) Elv +5,1 m Kolom K2-A (40x40cm) Elv +3,5 m & +4,2 m Kolom K2-A (40x40cm) Elv +5,1 m Kolom K2-B (40x40cm) elv +3,5 m & +4,2 m Kolom K2-B (40x40cm) elv +5,1 m Kolom K3 (30x30cm) elv 3,5 m & +4,2 m Kolom K3 (30x30cm) elv 5,1 m Kolom K4 (20x20cm) elv +5,2 m & 7,7 m Balok lintel 12x15 Balok lintel (Lt. 2) Balok lintel (Lt. 3) Balok lintel (Lt. 4) Balok B1- I (25x50cm) elv +3,5 m Balok B1- II (40x70cm) elv +4,2 m Balok B1- III (25x50cm) elv +5,1 m Balok B1- IV (20x40cm) elv +7,7 m Balok B2- I (20x40cm) elv +3,5 m Balok B2- II (35x65cm) elv +4,2 m Balok B2- III (20x40cm) elv +5,2 m Balok B3- I (20x30cm) elv +3,5 m Balok B3- II (25x50cm) elv +4,2 m Balok B4- I (20x30cm) elv +3,5 m Ring Balok R1-IV (50x100cm) elv +7,7 m Ring Balok R2-IV (20x40cm) elv +7,7 m Stek-1 (40x70cm) Elv + 5,2 m Stek-2 (20x40cm) Elv.+3.35m Plat lantai t. 10 cm elv + 3,5 m & +4,2 m Plat lantai t. 10 cm elv + 7,7 m Plat lantai t. 12 cm elv + 3,5 m & 4,2 m Plat lantai t. 12 cm elv + 7,7 m Keramik 20/20 (KM/WC) texture Keramik 20/20 (KM/WC) (Lt. 2) Keramik 20/20 (KM/WC) (Lt. 3) Keramik 20/20 (KM/WC) (Lt. 4) Keramik dinding 20/25 corak Keramik dinding 20/25 corak (Lt. 2) Keramik dinding 20/25 corak (Lt. 3) Keramik dinding 20/25 corak (Lt. 4) Keramik 30/30 DN putih Keramik 30/30 DN putih (Lt. 2) Keramik 30/30 DN putih (Lt. 3) Keramik 30/30 DN putih (Lt. 4) Keramik 40/40 Keramik 40/40 (Lt. 2) Pas. Bata merah 1pc:3ps t. 1 bata Pas. Bata merah 1pc:5ps t. 1 bata Dinding hebel t 10 cm & MU 380 Dinding hebel t 10 cm & MU 380 (Lt. 2) Dinding hebel t 10 cm & MU 380 (Lt. 3) Dinding hebel t 10 cm & MU 380 (Lt. 4) Acian Acian (Lt. 2)

HARGA (Rp) 75,880.00 83,520.00 70,220.00 70,630.00 70,780.00 70,850.00 4,306,690.00 4,332,750.00 3,589,330.00 3,612,450.00 4,698,570.00 4,727,080.00 4,112,970.00 4,139,080.00 4,189,660.00 4,217,480.00 4,625,770.00 102,680.00 103,350.00 103,590.00 103,710.00 4,074,690.00 3,207,930.00 4,878,790.00 4,757,510.00 4,730,930.00 3,369,070.00 4,757,510.00 5,392,160.00 4,112,850.00 5,003,600.00 3,729,250.00 5,035,510.00 4,707,130.00 4,763,530.00 3,920,810.00 3,944,090.00 3,419,740.00 3,440,600.00 88,340.00 89,730.00 90,190.00 90,420.00 110,390.00 112,890.00 113,720.00 114,130.00 92,340.00 93,730.00 94,190.00 94,420.00 129,240.00 130,630.00 194,700.00 183,020.00 112,800.00 114,080.00 114,510.00 114,730.00 15,400.00 16,320.00

Hal. 23

PEKERJAAN

No.

59

60

61

62

63

64

65

66 67

68

69

70 71

72

73 74 75

76

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M' M' M' M' Unit Unit M2 M2 M2 M2 M' M'


Acian (Lt. 3) Acian (Lt. 4) Acian MU 200 t. 3 mm Acian MU 200 t. 3 mm (Lt. 2) Acian MU 200 t. 3 mm (Lt. 3) Acian MU 200 t. 3 mm (Lt. 4) Plesteran dinding 1pc:3ps t. 15 cm Plesteran dinding 1pc:3ps t. 15 cm (Lt. 2) Plesteran dinding 1pc:3ps t. 15 cm (Lt. 3) Plesteran dinding 1pc:3ps t. 15 cm (Lt. 4) Plesteran dinding 1pc:5ps t. 15 cm Plesteran dinding 1pc:5ps t. 15 cm (Lt. 2) Plesteran dinding 1pc:5ps t. 15 cm (Lt. 3) Plesteran dinding 1pc:5ps t. 15 cm (Lt. 4) Plesteran dinding MU 100 t. 10 mm Plesteran dinding MU 100 t. 10 mm (Lt. 2) Plesteran dinding MU 100 t. 10 mm (Lt. 3) Plesteran dinding MU 100 t. 10 mm (Lt. 4) Waterproofing MU-600 Waterproofing MU-600 (Lt. 2) Waterproofing MU-600 (Lt. 3) Waterproofing MU-600 (Lt. 4) Plafond Gyptile ex lokal, rangka alumunium & list tepi Plafond Gyptile ex lokal, rangka alumunium & list tepi (Lt. 2) Plafond Gyptile ex lokal, rangka alumunium & list tepi (Lt. 3) Plafond kalsiboard , rangka hollow & list tepi Plafond kalsiboard , rangka hollow & list tepi (Lt. 2) Plafond kalsiboard , rangka hollow & list tepi (Lt. 3) Plafond kalsiboard , rangka hollow & list tepi (Lt. 4) Plafond panellux Plafond panellux Pengecatan dinding Pengecatan dinding (Lt. 2) Pengecatan dinding (Lt. 3) Pengecatan dinding (Lt. 4) Pengecatan plafond (3x) Pengecatan plafond (3x) (Lt. 2) Pengecatan plafond (3x) (Lt. 3) Pengecatan plafond (3x) (Lt. 4) Cat permukaan baja dengan meni besi Cat permukaan baja dengan meni besi (Lt. 2) Cat permukaan baja dengan meni besi (Lt. 3) Cat permukaan baja dengan meni besi (Lt. 4) Cat permukaan baja finish 2x Cat permukaan baja finish 2x (Lt. 2) Rangka atap baja ringan & kuda-kuda & reng Rangka atap (Lt. 2) Rangka atap (Lt. 3) Rangka atap (Lt. 4) Listplank & Talang metal 30x30 colour Listplank & Talang metal 30x30 colour (Lt. 2) Listplank & Talang metal 30x30 colour (Lt. 3) Listplank & Talang metal 30x30 colour (Lt. 4) Talang tegak Type 1 (PVC 6" AW + cat) Talang tegak Type 2 & 3 (PVC 6" AW + cat) Genteng metal Genteng metal (Lt. 2) Genteng metal (Lt. 3) Genteng metal (Lt. 4) Nok metal Nok metal (Lt. 2)

HARGA (Rp) 16,620.00 16,780.00 19,790.00 20,700.00 21,010.00 21,160.00 27,650.00 29,010.00 29,470.00 29,700.00 25,470.00 26,830.00 27,290.00 27,520.00 45,540.00 46,910.00 47,360.00 47,590.00 107,340.00 108,710.00 109,160.00 109,390.00 128,300.00 130,320.00 130,990.00 111,700.00 113,720.00 114,400.00 114,730.00 496,430.00 498,450.00 20,170.00 20,820.00 21,040.00 21,150.00 23,700.00 24,690.00 25,020.00 25,180.00 14,810.00 15,880.00 16,240.00 16,420.00 32,060.00 34,210.00 225,750.00 228,450.00 229,350.00 229,800.00 275,050.00 277,590.00 278,430.00 278,860.00 1,038,470.00 820,420.00 124,470.00 125,540.00 125,900.00 126,080.00 109,640.00 111,170.00

Hal. 24

PEKERJAAN

No.

77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101

M' M' Unit M' M2 M' M' Unit Unit M' M' M' M' Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit


Nok metal (Lt. 3) Nok metal (Lt. 4) Sun screen Dudukan sun screen 2 C 100x50x2,3 & cat besi Partisi gypsumboard ex Jaya & Rangka BRS Meja beton lapis keramik Buis Beton ½ Ø 30 Septictank kav. 2 m3 Rembesan Drainase beton bertulang 30x50 Saluran Luar Bangunan Beton decker t. 6 cm (50x100) Drainase beton bertulang 30x50 J1 (JA) J2 (JA) J3 (JA) J4 (JA) J5 (JA) JS (JA) BV1 (JA) BV3 (JA) PJ1 (PA) P1 (PA) P2 (PA) PL1 (PB) PL2 (PB) PL3 (PB)

HARGA (Rp) 111,680.00 111,940.00 1,624,370.00 234,320.00 189,830.00 354,850.00 218,460.00 9,497,480.00 2,693,620.00 326,430.00 128,970.00 41,980.00 406,110.00 1,984,700.00 2,114,150.00 1,993,310.00 1,950,180.00 1,555,480.00 1,276,110.00 387,420.00 3,298,960.00 10,354,300.00 3,713,760.00 2,321,020.00 4,714,500.00 4,714,500.00 4,714,500.00

Hal. 25

ANALISA HARGA SATUAN PEKERJAAN TAHUN ANGGARAN 2008

No.

URAIAN PEKERJAAN

VOLUME

SAT.

1

2

3

4

1

2

3

4

5

6

7

8

1 M2 Pekerja Mandor

Pembersihan lahan

1 M3 Pekerja Mandor

Galian tanah biasa max kedalaman 1 m'

1 M3 Pekerja Mandor

Galian tanah biasa max kedalaman 2 m'

1 M3 Pekerja Mandor

Urugan tanah kembali

HARGA SAT. (Rp) 5

JUMLAH (Rp) 6 = 3x6

0.100 0.050

O/H O/H

33,000.00 60,000.00 Jumlah Dibulatkan

3,300.00 3,000.00 6,300.00 6,300.00

0.400 0.040

O/H O/H


13,200.00 2,400.00 15,600.00 15,600.00

0.526 0.052

O/H O/H


17,358.00 3,120.00 20,478.00 20,470.00

0.192 0.019

O/H O/H


6,336.00 1,140.00 7,476.00 7,470.00

1 M3 Urugan pasir Pasir urug Pekerja Mandor

1.200 0.300 0.010

m3 O/H O/H

157,200.00 33,000.00 60,000.00 Jumlah Dibulatkan

188,640.00 9,900.00 600.00 199,140.00 199,140.00

1 M3 Pasangan aanstamping batu belah Batu belah Pasir urug Pekerja Tukang batu terampil Kepala tukang batu Mandor

1.200 0.300 0.780 0.390 0.039 0.039

m3 m3 O/H O/H O/H O/H

177,950.00 157,200.00 33,000.00 48,000.00 54,000.00 60,000.00 Jumlah Dibulatkan

213,540.00 47,160.00 25,740.00 18,720.00 2,106.00 2,340.00 309,606.00 309,600.00

218.000 0.520 0.870 1.650 0.250 0.025 0.080

kg m3 m3 O/H O/H O/H O/H

1,302.00 182,500.00 154,850.00 33,000.00 48,000.00 54,000.00 60,000.00 Jumlah Dibulatkan

283,836.00 94,900.00 134,719.50 54,450.00 12,000.00 1,350.00 4,800.00 586,055.50 586,050.00

6.540 0.016 0.026 0.050 0.008 0.001 0.002

kg m3 m3 O/H O/H O/H O/H


8,515.08 2,847.00 4,041.59 1,633.50 270.00 40.50 144.00 17,491.67 17,490.00

1 M3 Lantai kerja 1pc : 3ps : 5kr PC (50 kg) Pasir batu Koral beton Pekerja Tukang batu terampil Kepala tukang batu Mandor

1 M2 Screeding t. 3 cm PC (50 kg) Pasir batu Koral beton Pekerja Tukang batu setengah terampil Kepala tukang batu Mandor

f:\250286909.xls.ms_office\Anl

Hal. 26

1

9

10

2 1 M2 Screeding t. 3 cm (Lt. 2) Material Upah kerja

4

5

1.000 1.090

m2 m2


15,403.67 2,275.92 17,679.59 17,670.00

1 M2 Screeding t. 3 cm (Lt. 3) Material Upah kerja

1.000 1.120

m2 m2


15,403.67 2,338.56 17,742.23 17,740.00

1 M2 Screeding t. 3 cm (Lt. 4) Material Upah kerja

1.000 1.135

m2 m2


15,403.67 2,369.88 17,773.55 17,770.00

1 M3 Beton site mix K-175 PC (50 kg) Batu pecah 2 - 3 cm Pasir batu Pekerja Tukang batu setengah terampil Kepala tukang batu Mandor Peralatan

6.800 0.830 0.540 1.500 0.500 0.050 0.010 0.070

zak m3 m3 O/H O/H O/H O/H lot

65,100.00 183,500.00 182,500.00 33,000.00 36,000.00 54,000.00 60,000.00 764,335.00 Jumlah Dibulatkan

442,680.00 152,305.00 98,550.00 49,500.00 18,000.00 2,700.00 600.00 53,503.45 817,838.45 817,830.00

1 M3 Beton site mix K-175 (Lt. 2) Material Alat kerja Upah kerja

1.000 1.000 1.090

m3 m3 m3


693,535.00 53,503.45 77,172.00 824,210.45 824,210.00


1.000 1.000 1.120

m3 m3 m3


693,535.00 53,503.45 79,296.00 826,334.45 826,330.00


1.000 1.000 1.135

m3 m3 m3


693,535.00 53,503.45 80,358.00 827,396.45 827,390.00

1 M3 Readymix K-175 (Lt. 1) Readymix K-175 Pekerja Tukang batu setengah terampil Tukang batu terampil Mandor Alat bantu (Slang + Tes Lab)

1.000 2.500 0.250 0.100 0.010 0.045

m3 O/H O/H O/H O/H lot


746,000.00 82,500.00 9,000.00 4,800.00 600.00 37,930.50 880,830.50 880,830.00

1 M3 Readymix K-175 (Lt. 2) Material Alat Kerja Upah Kerja

1.000 1.000 1.090

M3 M3 M3


746,000.00 37,930.50 105,621.00 889,551.50 889,550.00


1.000 1.000 1.120

M3 M3 M3

746,000.00 37,930.50 96,900.00

746,000.00 37,930.50 108,528.00


3

6 = 3x6

Hal. 27

2

1

11

12

13

14

3

4

5 Jumlah Dibulatkan

6 = 3x6 892,458.50 892,450.00


1.000 1.000 1.135

M3 M3 M3


746,000.00 37,930.50 109,981.50 893,912.00 893,910.00

1 M3 Readymix K-250 Readymix K-250 Pekerja Tukang batu setengah terampil Kepala tukang batu Mandor Alat bantu (Slang + Tes Lab)

1.000 2.500 0.250 0.100 0.010 0.045



731,880.00 82,500.00 9,000.00 5,400.00 600.00 37,322.10 866,702.10 866,700.00


1.000 1.000 1.090

M3 M3 M3


731,880.00 37,322.10 106,275.00 875,477.10 875,470.00

1 M3 Readymix K-300 Readymix K-300 Pekerja Tukang batu setengah terampil Kepala tukang batu Mandor Alat bantu (Slang + Tes Lab)

1.000 2.500 0.250 0.100 0.010 0.045



777,540.00 82,500.00 9,000.00 5,400.00 600.00 39,376.80 914,416.80 914,410.00

1 M3 Readymix K-300 (Lt. 2) Material Upah kerja Alat kerja

1.000 1.090 1.000

M3 M3 M3


777,540.00 106,275.00 39,376.80 923,191.80 923,190.00

1 Kg Besi polos < 12 mm Besi beton U-24 rata-rata Kawat beton Pekerja Tukang besi beton terampil Kepala tukang besi beton Mandor

1.050 0.015 0.007 0.007 0.001 0.000

kg kg O/H O/H O/H O/H


11,025.00 372.75 231.00 336.00 37.80 18.00 12,020.55 12,020.00

1 Kg Besi polos < 12 mm (Lt. 2) Material Upah kerja

1.000 1.090

kg kg

11,397.75 622.80 Jumlah Dibulatkan

11,397.75 678.85 12,076.60 12,070.00


1.000 1.120

kg kg


11,397.75 697.54 12,095.29 12,090.00


1.000 1.135

kg kg


11,397.75 706.88 12,104.63 12,100.00

1 Kg Besi ulir > 12 mm Besi beton U-39/U-32 rata-rata

1.050

kg

13,000.00

13,650.00


Hal. 28

2

1

15

16

17

Kawat beton Pekerja Tukang besi beton terampil Kepala tukang besi beton Mandor

3 0.015 0.007 0.007 0.001 0.000

4 kg O/H O/H O/H O/H

5 24,850.00 33,000.00 48,000.00 54,000.00 60,000.00 Jumlah Dibulatkan

6 = 3x6 372.75 231.00 336.00 37.80 18.00 14,645.55 14,640.00

1 Kg Besi ulir > 12 mm (Lt. 2) Material Upah kerja

1.000 1.090

kg kg


14,022.75 678.85 14,701.60 14,700.00


1.000 1.120

kg kg


14,022.75 697.54 14,720.29 14,720.00


1.000 1.135

kg kg


14,022.75 706.88 14,729.63 14,720.00

1 M2 Wire Mesh M-6 (2 lapis) MK 6 Pekerja Tukang besi beton terampil Kepala tukang besi beton Mandor

0.176 0.021 0.021 0.002 0.001

lbr O/H O/H O/H O/H

534,650.00 33,000.00 48,000.00 54,000.00 60,000.00 Jumlah Dibulatkan

94,294.53 693.00 1,008.00 113.40 54.00 96,162.93 96,160.00

1 M2 Wire Mesh M-6 (2 lapis) (Lt. 2) Material Upah kerja

1.000 1.090

M2 M2


94,294.53 2,036.56 96,331.09 96,330.00


1.000 1.120

M2 M2


94,294.53 2,092.61 96,387.14 96,380.00


1.000 1.135

M2 M2


94,294.53 2,120.63 96,415.17 96,410.00

1 M2 Wire Mesh M-4 (1 lapis) MK 4 Pekerja Tukang besi beton terampil Kepala tukang besi beton Mandor

0.088 0.011 0.011 0.001 0.000

lbr O/H O/H O/H O/H


20,950.62 346.50 504.00 56.70 27.00 21,884.82 21,880.00

1 M2 Bekisting pondasi Kayu papan cor/papan terentang Paku 5 s/d 7 cm Minyak Bekisting Pekerja Tukang kayu terampil Kepala tukang kayu Mandor

0.040 0.300 0.100 0.300 0.260 0.026 0.005

m3 kg Ltr O/H O/H O/H O/H

2,407,800.00 19,400.00 36,350.00 33,000.00 48,000.00 54,000.00 60,000.00

48,156.00 2,910.00 1,817.50 4,950.00 6,240.00 702.00 150.00


Hal. 29

2

1

18

19

1 M2 Bekisting Sloof Kayu papan cor/papan terentang Paku 5 s/d 7 cm Minyak Bekisting Pekerja Tukang kayu terampil Kepala tukang kayu Mandor

1 M2 Bekisting Kolom Kayu papan cor/papan terentang Paku 5 s/d 7 cm Minyak Bekisting Kayu balok borneo super Multiplek 9 mm 120x120 Dolken Kayu Galam Ø-8-10/4m Pekerja Tukang kayu terampil Kepala tukang kayu Mandor

1 M2 Bekisting Kolom (Lt. 2) Material Upah kerja



20

1 M2 Bekisting Balok Kayu papan cor/papan terentang Paku 5 s/d 7 cm Minyak Bekisting Kayu balok borneo super Multiplek 9 mm 120x120 Dolken Kayu Galam Ø-8-10/4m Pekerja Tukang kayu terampil Kepala tukang kayu Mandor

1 M2 Bekisting Balok (Lt. 2) Material Upah kerja


3

4

5 Jumlah Dibulatkan

6 = 3x6 64,925.50 64,920.00

0.045 0.300 0.100 0.300 0.260 0.026 0.005

m3 kg Ltr O/H O/H O/H O/H

2,407,800.00 19,400.00 36,350.00 33,000.00 48,000.00 54,000.00 60,000.00 Jumlah Dibulatkan

108,351.00 5,820.00 3,635.00 9,900.00 12,480.00 1,404.00 300.00 141,890.00 141,890.00

0.040 0.400 0.200 0.015 0.350 2.000 0.300 0.330 0.033 0.006 1x pakai 3x pakai

m3 kg Ltr m3 lbr Btg O/H O/H O/H O/H

2,407,800.00 19,400.00 36,350.00 4,735,000.00 135,600.00 25,100.00 33,000.00 48,000.00 54,000.00 60,000.00 Jumlah Jumlah Dibulatkan

96,312.00 7,760.00 7,270.00 71,025.00 47,460.00 50,200.00 9,900.00 15,840.00 1,782.00 360.00 307,909.00 102,636.33 102,630.00

1.000 1.090 1x pakai 3x pakai

m2 m2

280,027.00 27,882.00 Jumlah Jumlah Dibulatkan

280,027.00 30,391.38 310,418.38 103,472.79 103,470.00


m2 m2


280,027.00 31,227.84 311,254.84 103,751.61 103,750.00


m2 m2


280,027.00 31,646.07 311,673.07 103,891.02 103,890.00

0.040 0.400 0.200 0.015 0.350 2.000 0.320 0.330 0.033 0.006 1x pakai 2x pakai



96,312.00 7,760.00 7,270.00 71,025.00 47,460.00 50,200.00 10,560.00 15,840.00 1,782.00 360.00 308,569.00 154,284.50 154,280.00


m2 m2


280,027.00 31,110.78 311,137.78 155,568.89 155,560.00

Hal. 30

1

2 1 M2 Bekisting Balok (Lt. 3) Material Upah kerja

3

4

5


m2 m2


280,027.00 31,967.04 311,994.04 155,997.02 155,990.00


m2 m2


280,027.00 32,395.17 312,422.17 156,211.09 156,210.00

0.040 0.400 0.200 0.015 0.350 6.000 0.320 0.330 0.033 0.006 1x pakai 2x pakai



96,312.00 7,760.00 7,270.00 71,025.00 47,460.00 150,600.00 10,560.00 15,840.00 1,782.00 360.00 408,969.00 204,484.50 204,480.00


M2 M2


380,427.00 31,110.78 411,537.78 205,768.89 205,760.00

0.030 0.400 0.150 0.015 0.350 2.000 0.320 0.330 0.033 0.006


2,407,800.00 19,400.00 36,350.00 4,735,000.00 135,600.00 25,100.00 33,000.00 48,000.00 54,000.00 60,000.00 Jumlah Dibulatkan

72,234.00 7,760.00 5,452.50 71,025.00 47,460.00 50,200.00 10,560.00 15,840.00 1,782.00 360.00 282,673.50 282,670.00

1 M3 Pile cap P1 (70x70x60cm) Readymix K-300 Besi ulir > 12 mm Bekisting pondasi

1.000 111.782 5.714

M3 Kg M2


914,410.00 1,636,493.06 370,971.43 2,921,874.49 2,921,870.00

1 M3 Pile cap P1' (60x60x60cm) Readymix K-300 Besi ulir > 12 mm Bekisting pondasi

1.000 117.481 6.670

M3 Kg M2


914,410.00 1,719,928.89 433,016.40 3,067,355.29 3,067,350.00

1 M3 Pile cap P1'' (50x50x50cm) Readymix K-300 Besi ulir > 12 mm Bekisting pondasi

1.000 150.000 8.000

M3 Kg M2


914,410.00 2,196,000.00 519,360.00 3,629,770.00 3,629,770.00

1 M2 Bekisting Balok (Lt. 4) Material Upah kerja

21

1 M2 Bekisting Lantai Kayu papan cor/papan terentang Paku 5 s/d 7 cm Minyak Bekisting Kayu balok borneo super Multiplek 9 mm 120x120 Dolken Kayu Galam Ø-8-10/4m Pekerja Tukang kayu terampil Kepala tukang kayu Mandor

1 M2 Bekisting Lantai (Lt. 2) Material Upah kerja

22

23

24

25

1 M2 Bekisting Tangga Kayu papan cor/papan terentang Paku 5 s/d 7 cm Minyak Bekisting Kayu balok borneo super Multiplek 9 mm 120x120 Dolken Kayu Galam Ø-8-10/4m Pekerja Tukang kayu terampil Kepala tukang kayu Mandor


6 = 3x6

Hal. 31

1 26

27

28

29

30

31

32

33

2 1 M3 Pile cap P2 (130x70x60cm) Readymix K-300 Besi ulir > 12 mm Bekisting pondasi

4

5

1.000 124.000 4.400

M3 Kg M2


914,410.00 1,815,360.00 285,648.00 3,015,418.00 3,015,410.00

1 M3 Tie biem S1 (30x50cm) Readymix K-300 Besi polos < 12 mm Besi ulir > 12 mm Bekisting Sloof

1.000 65.000 85.000 6.670

M3 Kg Kg M2

914,410.00 12,020.00 14,640.00 141,890.00 Jumlah Dibulatkan

914,410.00 781,300.00 1,244,400.00 946,406.30 3,886,516.30 3,886,510.00


1.000 48.000 119.000 10.000

M3 Kg Kg M2


914,410.00 576,960.00 1,742,160.00 1,418,900.00 4,652,430.00 4,652,430.00


1.000 53.000 104.000 10.000

M3 Kg Kg M2


914,410.00 637,060.00 1,522,560.00 1,418,900.00 4,492,930.00 4,492,930.00

1 M' Sloof 12/15 Beton site mix K-175 Besi polos < 12 mm Bekisting Sloof

0.018 4.737 0.300

m3 kg m2


14,720.94 56,938.74 42,567.00 114,226.68 114,220.00

1 M2 Rabat beton t. 6 cm Readymix K-250 Wire Mesh M-4 (1 lapis) Plastic sheet

0.060 1.000 1.000

M3 M2 M2


52,002.00 21,880.00 2,000.00 75,882.00 75,880.00

1 M2 Rabat beton tanpa tulangan 8 cm Readymix K-250 Bekisting Sloof

0.080 0.100

M3 M2


69,336.00 14,189.00 83,525.00 83,520.00

1 M' Kolom Praktis 11x11 Beton site mix K-175 Besi polos < 12 mm Bekisting Kolom (3x pemakaian)

0.013 3.270 0.200

M3 Kg M2


10,390.53 39,305.40 20,526.00 70,221.93 70,220.00

1 M' Kolom Praktis 11x11 (Lt. 2) Beton site mix K-175 (Lt. 2) Besi polos < 12 mm (Lt. 2) Bekisting Kolom (Lt. 2) (3x pemakaian)

0.013 3.270 0.200

M3 Kg M2


10,471.59 39,468.90 20,694.00 70,634.49 70,630.00

1 M' Kolom Praktis 11x11 (Lt. 3) Beton site mix K-175 (Lt. 3) Besi polos < 12 mm (Lt. 3) Bekisting Kolom (Lt. 3) (3x pemakaian)

0.013 3.270 0.200

M3 Kg M2


10,498.52 39,534.30 20,750.00 70,782.82 70,780.00

1 M' Kolom Praktis 11x11 (Lt. 4) Beton site mix K-175 (Lt. 4)

0.013

M3

827,390.00

10,511.99


3

6 = 3x6

Hal. 32

1

2 Besi polos < 12 mm (Lt. 4) Bekisting Kolom (Lt. 4) (3x pemakaian)

34

35

36

37

38

3 3.270 0.200

4 Kg M2

5 12,100.00 103,890.00 Jumlah Dibulatkan

6 = 3x6 39,567.00 20,778.00 70,856.99 70,850.00

1 M3 Kolom K1-A (50x50cm) Elv +3,50 m & +4,2 m Readymix K-300 Besi polos < 12 mm Besi ulir > 12 mm Bekisting Kolom (3x pemakaian)

1.000 30.000 151.000 8.000

M3 Kg Kg M2


914,410.00 360,600.00 2,210,640.00 821,040.00 4,306,690.00 4,306,690.00

1 M3 Kolom K1-A (50x50cm) Elv +5,1 m Readymix K-300 (Lt. 2) Besi polos < 12 mm (Lt. 2) Besi ulir > 12 mm (Lt. 2) Bekisting Kolom (Lt. 2) (3x pemakaian)

1.000 30.000 151.000 8.000

M3 Kg Kg M2


923,190.00 362,100.00 2,219,700.00 827,760.00 4,332,750.00 4,332,750.00

1 M3 Kolom K1-B (50x50cm) Elv +3,5 m & +4,2 m Readymix K-300 Besi polos < 12 mm Besi ulir > 12 mm Bekisting Kolom (3x pemakaian)

1.000 30.000 102.000 8.000

M3 Kg Kg M2


914,410.00 360,600.00 1,493,280.00 821,040.00 3,589,330.00 3,589,330.00

1 M3 Kolom K1-B (50x50cm) Elv +5,1 m Readymix K-300 (Lt. 2) Besi polos < 12 mm (Lt. 2) Besi ulir > 12 mm (Lt. 2) Bekisting Kolom (Lt. 2) (3x pemakaian)

1.000 30.000 102.000 8.000

M3 Kg Kg M2


923,190.00 362,100.00 1,499,400.00 827,760.00 3,612,450.00 3,612,450.00

1 M3 Kolom K2-A (40x40cm) Elv +3,5 m & +4,2 m Readymix K-300 Besi polos < 12 mm Besi ulir > 12 mm Bekisting Kolom (3x pemakaian)

1.000 37.000 158.000 10.000

M3 Kg Kg M2


914,410.00 444,740.00 2,313,120.00 1,026,300.00 4,698,570.00 4,698,570.00

1 M3 Kolom K2-A (40x40cm) Elv +5,1 m Readymix K-300 (Lt. 2) Besi polos < 12 mm (Lt. 2) Besi ulir > 12 mm (Lt. 2) Bekisting Kolom (Lt. 2) (3x pemakaian)

1.000 37.000 158.000 10.000

M3 Kg Kg M2


923,190.00 446,590.00 2,322,600.00 1,034,700.00 4,727,080.00 4,727,080.00

1 M3 Kolom K2-B (40x40cm) elv +3,5 m & +4,2 m Readymix K-300 Besi polos < 12 mm Besi ulir > 12 mm Bekisting Kolom (3x pemakaian)

1.000 37.000 118.000 10.000

M3 Kg Kg M2


914,410.00 444,740.00 1,727,520.00 1,026,300.00 4,112,970.00 4,112,970.00

1 M3 Kolom K2-B (40x40cm) elv +5,1 m Readymix K-300 (Lt. 2) Besi polos < 12 mm (Lt. 2) Besi ulir > 12 mm (Lt. 2) Bekisting Kolom (Lt. 2) (3x pemakaian)

1.000 37.000 118.000 10.000

M3 Kg Kg M2


923,190.00 446,590.00 1,734,600.00 1,034,700.00 4,139,080.00 4,139,080.00

1 M3 Kolom K3 Readymix K-300 Besi polos < 12 mm Besi ulir > 12 mm

1.000 32.000 104.000

M3 Kg Kg

914,410.00 12,020.00 14,640.00

914,410.00 384,640.00 1,522,560.00


(30x30cm) elv 3,5 m & +4,2 m

Hal. 33

1

39

40

41

2 Bekisting Kolom (3x pemakaian)

3 13.330

4 M2

5 102,630.00 Jumlah Dibulatkan

6 = 3x6 1,368,057.90 4,189,667.90 4,189,660.00

1 M3 Kolom K3 (30x30cm) elv 5,1 m Readymix K-300 (Lt. 2) Besi polos < 12 mm (Lt. 2) Besi ulir > 12 mm (Lt. 2) Bekisting Kolom (Lt. 2) (3x pemakaian)

1.000 32.000 104.000 13.330

M3 Kg Kg M2


923,190.00 386,240.00 1,528,800.00 1,379,255.10 4,217,485.10 4,217,480.00

1 M3 Kolom K4 (20x20cm) elv +5,2 m & 7,7 m Readymix K-300 Besi polos < 12 mm Bekisting Kolom (3x pemakaian)

1.000 138.000 20.000

M3 Kg M2


914,410.00 1,658,760.00 2,052,600.00 4,625,770.00 4,625,770.00

1 M' Balok lintel 12x15 Beton site mix K-175 Besi polos < 12 mm Bekisting Balok (2x pemakaian)

0.018 3.468 0.300

M3 Kg m2


14,720.94 41,679.35 46,284.00 102,684.29 102,680.00

1 M' Balok lintel (Lt. 2) Beton site mix K-175 (Lt. 2) Besi polos < 12 mm (Lt. 2) Bekisting Balok (Lt. 2) (2x pemakaian)

0.018 3.468 0.300

M3 Kg m2


14,835.78 41,852.73 46,668.00 103,356.51 103,350.00


0.018 3.468 0.300

M3 Kg m2


14,873.94 41,922.08 46,797.00 103,593.02 103,590.00


0.018 3.468 0.300

M3 Kg m2


14,893.02 41,956.75 46,863.00 103,712.77 103,710.00

1 M3 Balok B1- I (25x50cm) elv +3,5 m Readymix K-300 Besi polos < 12 mm Besi ulir > 12 mm Bekisting Balok (2x pemakaian)

1.000 42.000 76.000 10.000

M3 Kg Kg M2


914,410.00 504,840.00 1,112,640.00 1,542,800.00 4,074,690.00 4,074,690.00

1 M3 Balok B1- II (40x70cm) elv +4,2 m Readymix K-300 (Lt. 2) Besi polos < 12 mm (Lt. 2) Besi ulir > 12 mm (Lt. 2) Bekisting Balok (Lt. 2) (2x pemakaian)

1.000 37.000 57.000 6.430

M3 Kg Kg M2


923,190.00 446,590.00 837,900.00 1,000,250.80 3,207,930.80 3,207,930.00

1 M3 Balok B1- III (25x50cm) elv +5,1 m Readymix K-300 (Lt. 2) Besi polos < 12 mm (Lt. 2) Besi ulir > 12 mm (Lt. 2) Bekisting Balok (Lt. 2) (2x pemakaian)

1.000 60.000 114.000 10.000

M3 Kg Kg M2


923,190.00 724,200.00 1,675,800.00 1,555,600.00 4,878,790.00 4,878,790.00

1 M3 Balok B1- IV (20x40cm) elv +7,7 m Readymix K-300 (Lt. 2) Besi polos < 12 mm (Lt. 2)

1.000 36.000

M3 Kg

923,190.00 12,070.00

923,190.00 434,520.00


Hal. 34

1

2 Besi ulir > 12 mm (Lt. 2) Bekisting Balok (Lt. 2) (2x pemakaian)

3 99.000 12.500

4 Kg M2


6 = 3x6 1,455,300.00 1,944,500.00 4,757,510.00 4,757,510.00

42

1 M3 Balok B2- I (20x40cm) elv +3,5 m Readymix K-300 Besi polos < 12 mm Besi ulir > 12 mm (Lt. 2) Bekisting Balok (2x pemakaian)

1.000 36.000 99.000 12.500

M3 Kg Kg M2


914,410.00 432,720.00 1,455,300.00 1,928,500.00 4,730,930.00 4,730,930.00

1 M3 Balok B2- II (35x65cm) elv +4,2 m Readymix K-300 (Lt. 2) Besi polos < 12 mm (Lt. 2) Besi ulir > 12 mm (Lt. 2) Bekisting Balok (Lt. 2) (2x pemakaian)

1.000 41.000 56.000 7.250

M3 Kg Kg M2


923,190.00 494,870.00 823,200.00 1,127,810.00 3,369,070.00 3,369,070.00

1 M3 Balok B2- III (20x40cm) elv +5,2 m Readymix K-300 (Lt. 2) Besi polos < 12 mm (Lt. 2) Besi ulir > 12 mm (Lt. 2) Bekisting Balok (Lt. 2) (2x pemakaian)

1.000 36.000 99.000 12.500

M3 Kg Kg M2


923,190.00 434,520.00 1,455,300.00 1,944,500.00 4,757,510.00 4,757,510.00

1 M3 Balok B3- I (20x30cm) elv +3,5 m Readymix K-300 Besi polos < 12 mm Besi ulir > 12 mm (Lt. 2) Bekisting Balok (2x pemakaian)

1.000 40.000 132.000 13.330

M3 Kg Kg M2


914,410.00 480,800.00 1,940,400.00 2,056,552.40 5,392,162.40 5,392,160.00

1 M3 Balok B3- II (25x50cm) elv +4,2 m Readymix K-300 (Lt. 2) Besi polos < 12 mm Besi ulir > 12 mm (Lt. 2) Bekisting Balok (Lt. 2) (2x pemakaian)

1.000 43.000 76.000 10.000

M3 Kg Kg M2


923,190.00 516,860.00 1,117,200.00 1,555,600.00 4,112,850.00 4,112,850.00

1 M3 Balok B4- I (20x30cm) elv +3,5 m Readymix K-300 Besi polos < 12 mm Besi ulir > 12 mm Bekisting Balok (2x pemakaian)

1.000 40.000 106.000 13.330

M3 Kg Kg M2


914,410.00 480,800.00 1,551,840.00 2,056,552.40 5,003,602.40 5,003,600.00

1 M3 Ring Balok R1-IV (50x100cm) elv +7,7 m Readymix K-300 (Lt. 2) Besi polos < 12 mm (Lt. 2) Besi ulir > 12 mm (Lt. 2) Bekisting Balok (2x pemakaian)

1.000 48.000 99.000 5.000

M3 Kg Kg M2


923,190.00 579,360.00 1,455,300.00 771,400.00 3,729,250.00 3,729,250.00

1 M3 Ring Balok R2-IV (20x40cm) elv +7,7 m Readymix K-300 (Lt. 2) Besi polos < 12 mm (Lt. 2) Besi ulir > 12 mm (Lt. 2) Bekisting Balok (2x pemakaian)

1.000 36.000 119.000 12.500

M3 Kg Kg M2


923,190.00 434,520.00 1,749,300.00 1,928,500.00 5,035,510.00 5,035,510.00

1 M3 Stek-1 (40x70cm) Elv + 5,2 m Readymix K-175 (Lt. 2) Besi polos < 12 mm (Lt. 2) Besi ulir > 12 mm (Lt. 2)

1.000 69.000 135.000

M3 Kg Kg

889,550.00 12,070.00 14,700.00

889,550.00 832,830.00 1,984,500.00

43

44

45

46

47


Hal. 35

1

2 Bekisting Balok (Lt. 2) (2x pemakaian)

3 6.430

4 M2

5 155,560.00 Jumlah Dibulatkan

6 = 3x6 1,000,250.80 4,707,130.80 4,707,130.00

48

1 M3 Stek-2 (20x40cm) Elv.+3.35m Readymix K-175 (Lt. 1) Besi polos < 12 mm Besi ulir > 12 mm Bekisting Balok (2x pemakaian)

1.000 42.000 99.000 12.500

M3 Kg Kg M2


880,830.00 504,840.00 1,449,360.00 1,928,500.00 4,763,530.00 4,763,530.00

1 M3 Plat lantai t. 10 cm elv + 3,5 m & +4,2 m Readymix K-300 Wire Mesh M-6 (2 lapis) Bekisting Lantai

1.000 10.000 10.000

M3 M2 M2


914,410.00 961,600.00 2,044,800.00 3,920,810.00 3,920,810.00

1 M3 Plat lantai t. 10 cm elv + 7,7 m Readymix K-300 (Lt. 2) Wire Mesh M-6 (2 lapis) (Lt. 2) Bekisting Lantai (Lt. 2)

1.000 10.000 10.000

M3 M2 M2


923,190.00 963,300.00 2,057,600.00 3,944,090.00 3,944,090.00

1 M3 Plat lantai t. 12 cm elv + 3,5 m & 4,2 m Readymix K-300 Wire Mesh M-6 (2 lapis) Bekisting Lantai (2x pemakaian)

1.000 8.333 8.333

M3 M2 M2


914,410.00 801,333.33 1,704,000.00 3,419,743.33 3,419,740.00

1 M3 Plat lantai t. 12 cm elv + 7,7 m Readymix K-300 (Lt. 2) Wire Mesh M-6 (2 lapis) (Lt. 2) Bekisting Lantai (Lt. 2)

1.000 8.333 8.333

M3 M2 M2


923,190.00 802,750.00 1,714,666.67 3,440,606.67 3,440,600.00

25.000 8.000 0.022 0.013 0.250 0.120 0.012 0.013

bh kg m3 kg O/H O/H O/H O/H


57,800.00 10,416.00 4,530.05 189.80 8,250.00 5,760.00 648.00 750.00 88,343.85 88,340.00

1 M2 Keramik 20/20 (KM/WC) (Lt. 2) Material Upah kerja

1.000 1.090

m2 m2


72,935.85 16,794.72 89,730.57 89,730.00


1.000 1.120

m2 m2


72,935.85 17,256.96 90,192.81 90,190.00


1.000 1.135

m2 m2


72,935.85 17,488.08 90,423.93 90,420.00

20.000 8.000 0.018 0.013 0.188

bh kg m3 kg O/H

3,412.50 1,302.00 210,700.00 14,600.00 33,000.00

68,250.00 10,416.00 3,792.60 189.80 6,187.50

49

50

51

52

1 M2 Keramik 20/20 (KM/WC) texture Keramik 20x20 (KM) KW1 DN corak/warna/anti slip setara Roman PC (50 kg) Pasir pasang Semen warma Pekerja Tukang batu terampil Kepala tukang batu Mandor

1 M2 Keramik dinding 20/25 corak Keramik 20x25 dinding KM KW1 DN corak setara Roman PC (50 kg) Pasir pasang Semen warma Pekerja


Hal. 36

2

1

53

54

55

Tukang batu terampil Kepala tukang batu Mandor

3 0.375 0.045 0.019

4 O/H O/H O/H

5 48,000.00 54,000.00 60,000.00 Jumlah Dibulatkan

6 = 3x6 18,000.00 2,430.00 1,128.00 110,393.90 110,390.00

1 M2 Keramik dinding 20/25 corak (Lt. 2) Material Upah kerja

1.000 1.090

m2 m2


82,648.40 30,242.60 112,891.00 112,890.00


1.000 1.120

m2 m2


82,648.40 31,074.96 113,723.36 113,720.00


1.000 1.135

m2 m2


82,648.40 31,491.14 114,139.54 114,130.00

12.000 8.000 0.022 0.013 0.250 0.120 0.012 0.013

bh kg m3 kg O/H O/H O/H O/H


61,800.00 10,416.00 4,530.05 189.80 8,250.00 5,760.00 648.00 750.00 92,343.85 92,340.00

1 M2 Keramik 30/30 DN putih (Lt. 2) Material Upah kerja

1.000 1.090

m2 m2


76,935.85 16,794.72 93,730.57 93,730.00


1.000 1.120

m2 m2


76,935.85 17,256.96 94,192.81 94,190.00


1.000 1.135

m2 m2


76,935.85 17,488.08 94,423.93 94,420.00

1 M2 Keramik 40/40 Granit tile 40x40 PC (50 kg) Pasir pasang Semen warma Pekerja Tukang batu terampil Kepala tukang batu Mandor

1.000 8.000 0.022 0.013 0.250 0.120 0.012 0.013

m2 kg m3 kg O/H O/H O/H O/H


98,700.00 10,416.00 4,530.05 189.80 8,250.00 5,760.00 648.00 750.00 129,243.85 129,240.00

1 M2 Keramik 40/40 (Lt. 2) Material Upah kerja

1.000 1.090

M2 M2


113,835.85 16,794.72 130,630.57 130,630.00

140.000 32.950 0.091 0.650 0.200

bh kg m3 O/H O/H

705.00 1,302.00 210,700.00 33,000.00 48,000.00

98,700.00 42,900.90 19,173.70 21,450.00 9,600.00

1 M2 Keramik 30/30 DN putih Keramik 30x30 KW1 DN putih setara Roman PC (50 kg) Pasir pasang Semen warma Pekerja Tukang batu terampil Kepala tukang batu Mandor

1 M2 Pas. Bata merah 1pc:3ps t. 1 bata Bata merah bakar kelas I PC (50 kg) Pasir pasang Pekerja Tukang batu terampil


Hal. 37

2

1

56

57

58

Kepala tukang batu Mandor

3 0.020 0.030

4 O/H O/H


6 = 3x6 1,080.00 1,800.00 194,704.60 194,700.00

1 M2 Pas. Bata merah 1pc:3ps t. 1 bata (Lt. 2) Material Upah kerja

1.000 1.090

M2 M2


160,774.60 36,983.70 197,758.30 197,750.00


1.000 1.120

M2 M2


160,774.60 38,001.60 198,776.20 198,770.00


1.000 1.135

M2 M2


160,774.60 38,510.55 199,285.15 199,280.00

140.000 22.200 0.102 0.650 0.200 0.020 0.030

bh zak m3 O/H O/H O/H O/H

705.00 1,302.00 210,700.00 33,000.00 48,000.00 54,000.00 60,000.00 Jumlah Dibulatkan

98,700.00 28,904.40 21,491.40 21,450.00 9,600.00 1,080.00 1,800.00 183,025.80 183,020.00

1 M2 Dinding hebel t 10 cm & MU 380 Hebel t. 10x20x60 MU 380 - pas bata ringan/10 m2 (40 kg) Pekerja Tukang batu terampil Kepala tukang batu Mandor

8.500 0.100 0.272 0.085 0.009 0.013

bh zak O/H O/H O/H O/H


80,750.00 17,770.00 8,976.00 4,080.00 459.00 768.00 112,803.00 112,800.00

1 M2 Dinding hebel t 10 cm & MU 380 (Lt. 2) Material Upah kerja

1.000 1.090

m2 m2


98,520.00 15,568.47 114,088.47 114,080.00


1.000 1.120

m2 m2


98,520.00 15,996.96 114,516.96 114,510.00


1.000 1.135

m2 m2


98,520.00 16,211.21 114,731.21 114,730.00

1 M2 Acian PC (50 kg) Pekerja setengah terampil Tukang batu setengah terampil Kepala tukang batu Mandor

4.000 0.143 0.107 0.011 0.011

zak O/H O/H O/H O/H


5,208.00 5,148.00 3,852.00 567.00 630.00 15,405.00 15,400.00

1 M2 Acian (Lt. 2) Material Upah kerja

1.000 1.090

M2 M2

5,208.00 10,197.00

5,208.00 11,114.73

1 M2 Pas. Bata merah 1pc:5ps t. 1 bata Bata merah bakar kelas I PC (50 kg) Pasir pasang Pekerja Tukang batu terampil Kepala tukang batu Mandor


Hal. 38

2

1

59

60

61

3

4

5 Jumlah Dibulatkan

6 = 3x6 16,322.73 16,320.00


1.000 1.120

M2 M2


5,208.00 11,420.64 16,628.64 16,620.00


1.000 1.135

M2 M2


5,208.00 11,573.60 16,781.60 16,780.00

1 M2 Acian MU 200 t. 3 mm MU 200 - acian/20 m2 (40 kg) Pekerja setengah terampil Tukang batu setengah terampil Kepala tukang batu Mandor

0.050 0.143 0.107 0.011 0.011

zak O/H O/H O/H O/H


9,595.00 5,148.00 3,852.00 567.00 630.00 19,792.00 19,790.00

1 M2 Acian MU 200 t. 3 mm (Lt. 2) Material Upah kerja

1.000 1.090

M2 M2


9,595.00 11,114.73 20,709.73 20,700.00


1.000 1.120

M2 M2


9,595.00 11,420.64 21,015.64 21,010.00


1.000 1.135

M2 M2


9,595.00 11,573.60 21,168.60 21,160.00

1 M2 Plesteran dinding 1pc:3ps t. 15 cm PC (50 kg) Pasir pasang Pekerja Tukang batu terampil Kepala tukang batu Mandor

6.480 0.019 0.200 0.150 0.015 0.010

zak m3 O/H O/H O/H O/H


8,436.96 4,003.30 6,600.00 7,200.00 810.00 600.00 27,650.26 27,650.00

1 M2 Plesteran dinding 1pc:3ps t. 15 cm (Lt. 2) Material Upah Kerja

1.000 1.090

m2 m2


12,440.26 16,578.90 29,019.16 29,010.00


1.000 1.120

m2 m2


12,440.26 17,035.20 29,475.46 29,470.00


1.000 1.135

m2 m2


12,440.26 17,263.35 29,703.61 29,700.00

1 M2 Plesteran dinding 1pc:5ps t. 15 cm PC (50 kg) Pasir pasang Pekerja Tukang batu terampil

4.320 0.022 0.200 0.150

zak m3 O/H O/H

1,302.00 210,700.00 33,000.00 48,000.00

5,624.64 4,635.40 6,600.00 7,200.00


Hal. 39

2

1

62

63

Kepala tukang batu Mandor

3 0.015 0.010

4 O/H O/H


6 = 3x6 810.00 600.00 25,470.04 25,470.00

1 M2 Plesteran dinding 1pc:5ps t. 15 cm (Lt. 2) Material Upah kerja

1.000 1.090

m2 m2


10,260.04 16,578.90 26,838.94 26,830.00


1.000 1.120

m2 m2


10,260.04 17,035.20 27,295.24 27,290.00


1.000 1.135

m2 m2


10,260.04 17,263.35 27,523.39 27,520.00

1 M2 Plesteran dinding MU 100 t. 10 mm MU 100 - plesteran/2.4 m2 (40 kg) Pekerja Tukang batu terampil Kepala tukang batu Mandor

0.417 0.200 0.150 0.015 0.010

zak O/H O/H O/H O/H


30,333.33 6,600.00 7,200.00 810.00 600.00 45,543.33 45,540.00

1 M2 Plesteran dinding MU 100 t. 10 mm (Lt. 2) Material Upah kerja

1.000 1.090

M2 M2


30,333.33 16,578.90 46,912.23 46,910.00


1.000 1.120

M2 M2


30,333.33 17,035.20 47,368.53 47,360.00


1.000 1.135

M2 M2


30,333.33 17,263.35 47,596.68 47,590.00

1 M2 Waterproofing MU-600 MU 600 - kedap air/1,5 m2 (3 kg) Pekerja Tukang batu terampil Kepala tukang batu Mandor

0.667 0.200 0.150 0.015 0.010

zak O/H O/H O/H O/H


92,133.33 6,600.00 7,200.00 810.00 600.00 107,343.33 107,340.00

1 M2 Waterproofing MU-600 (Lt. 2) Material Upah kerja

1.000 1.090

M2 M2


92,133.33 16,578.90 108,712.23 108,710.00


1.000 1.120

M2 M2


92,133.33 17,035.20 109,168.53 109,160.00


1.000 1.135

M2 M2

92,133.33 15,210.00

92,133.33 17,263.35


Hal. 40

2

1

64

65

66

1 M2 Plafond Gyptile ex lokal, rangka alumunium & list tepi Profil Alluminium "T" Kawat seng polos Ramset / dina bolt Gyptile 600 x 1200 x 9 mm Pekerja Tukang kayu terampil Kepala tukang kayu Mandor

3

4

5 Jumlah Dibulatkan

6 = 3x6 109,396.68 109,390.00

3.600 0.150 1.000 1.500 0.105 0.350 0.035 0.005

M¹ Kg Bh m2 O/H O/H O/H O/H


39,600.00 28,260.00 6,500.00 31,470.00 3,465.00 16,800.00 1,890.00 315.00 128,300.00 128,300.00

1 M2 Plafond Gyptile ex lokal, rangka alumunium & list tepi (Lt. 2) Material 1.000 Upah kerja 1.090

M2 M2


105,830.00 24,492.30 130,322.30 130,320.00

1 M2 Plafond Gyptile ex lokal, rangka alumunium & list tepi (Lt. 3) Material 1.000 Upah kerja 1.120

M2 M2


105,830.00 25,166.40 130,996.40 130,990.00

1 M2 Plafond kalsiboard , rangka hollow & list tepi Besi hollow (4 x 4 cm) Kawat seng polos Ramset / dina bolt Asbes plat 1m x 1m t. 4 mm Pekerja Tukang kayu terampil Kepala tukang kayu Mandor

1.000 0.150 1.000 1.500 0.105 0.350 0.035 0.005

btg Kg Bh m2 O/H O/H O/H O/H


26,200.00 28,260.00 6,500.00 28,275.00 3,465.00 16,800.00 1,890.00 315.00 111,705.00 111,700.00

1 M2 Plafond kalsiboard , rangka hollow & list tepi (Lt. 2) Material Upah kerja

1.000 1.090

M2 M2


89,235.00 24,492.30 113,727.30 113,720.00


1.000 1.120

M2 M2


89,235.00 25,166.40 114,401.40 114,400.00


1.000 1.135

M2 M2


89,235.00 25,503.45 114,738.45 114,730.00

1 M2 Plafond panellux Panellux sun screen Stringer SL-1@3m Penggantung & accessories Pekerja Tukang kayu terampil Kepala tukang kayu Mandor

11.000 0.833 2.000 0.105 0.350 0.035 0.005

m' m' m' O/H O/H O/H O/H


338,800.00 125,166.67 10,000.00 3,465.00 16,800.00 1,890.00 315.00 496,436.67 496,430.00

1 M2 Plafond panellux Material Upah kerja

1.000 1.090

M2 M2


473,966.67 24,492.30 498,458.97 498,450.00


Hal. 41

1 67

68

69

2 1 M2 Pengecatan dinding Plamir tembok Matex Cat dasar Cat tembok Vinilex Amplas Rol cat tembok Steger werk Pekerja Tukang cat terampil Kepala tukang cat Mandor

4

5

0.100 0.100 0.260 0.100 0.010 1.000 0.035 0.110 0.011 0.004

kg ltr kg lbr bh ls O/H O/H O/H O/H

19,500.00 19,900.00 19,900.00 4,600.00 29,200.00 3,000.00 33,000.00 48,000.00 54,000.00 60,000.00 Jumlah Dibulatkan

1,950.00 1,990.00 5,174.00 460.00 292.00 3,000.00 1,155.00 5,292.00 595.35 262.50 20,170.85 20,170.00

1 M2 Pengecatan dinding (Lt. 2) Material + alat bantu Upah kerja

1.000 1.090

m2 m2


12,866.00 7,962.29 20,828.29 20,820.00


1.000 1.120

m2 m2


12,866.00 8,181.43 21,047.43 21,040.00


1.000 1.135

m2 m2


12,866.00 8,291.00 21,157.00 21,150.00

1 M2 Pengecatan plafond (3x) Cat tembok Vinilex Plamir tembok Matex Rol cat tembok Steger werk Amplas Pekerja setengah terampil Tukang cat setengah terampil Kepala tukang cat Mandor

0.200 0.160 0.010 1.000 0.500 0.100 0.150 0.015 0.005

kg kg bh ls lbr O/H O/H O/H O/H

19,900.00 19,500.00 29,200.00 3,000.00 4,600.00 36,000.00 42,000.00 54,000.00 60,000.00 Jumlah Dibulatkan

3,980.00 3,120.00 292.00 3,000.00 2,300.00 3,600.00 6,300.00 810.00 300.00 23,702.00 23,700.00

1 M2 Pengecatan plafond (3x) (Lt. 2) Material + alat bantu Upah kerja

1.000 1.090

m2 m2


12,692.00 12,000.90 24,692.90 24,690.00

1 M2 Pengecatan plafond (3x) (Lt. 3) Material Upah kerja

1.000 1.120

m2 m2


12,692.00 12,331.20 25,023.20 25,020.00

1 M2 Pengecatan plafond (3x) (Lt. 4) Material Upah kerja

1.000 1.135

m2 m2


12,692.00 12,496.35 25,188.35 25,180.00

1 M2 Cat permukaan baja dengan meni besi Meni kayu/besi Patra/Nippon (5kg) Kuas 3" Pekerja Tukang cat terampil Kepala tukang cat Mandor

0.100 0.010 0.020 0.200 0.020 0.010

gln bh O/H O/H O/H O/H


2,730.00 142.00 660.00 9,600.00 1,080.00 600.00 14,812.00 14,810.00


3

6 = 3x6

Hal. 42

1

70

71

72

2 1 M2 Cat permukaan baja dengan meni besi (Lt. 2) Material Upah kerja

4

5

1.000 1.090

m2 m2


2,872.00 13,014.60 15,886.60 15,880.00

1 M2 Cat permukaan baja dengan meni besi (Lt. 3) Material Upah kerja

1.000 1.120

m2 m2


2,872.00 13,372.80 16,244.80 16,240.00

1 M2 Cat permukaan baja dengan meni besi (Lt. 4) Material Upah kerja

1.000 1.135

m2 m2


2,872.00 13,551.90 16,423.90 16,420.00

1 M2 Cat permukaan baja finish 2x Cat besi glotex Kuas 3" Pekerja Tukang cat terampil Kepala tukang cat Mandor

0.200 0.020 0.040 0.400 0.040 0.020

kg bh O/H O/H O/H O/H


7,900.00 284.00 1,320.00 19,200.00 2,160.00 1,200.00 32,064.00 32,060.00

1 M2 Cat permukaan baja finish 2x (Lt. 2) Material Upah kerja

1.000 1.090

M2 M2


8,184.00 26,029.20 34,213.20 34,210.00

1 M2 Rangka atap baja ringan & kuda-kuda & reng Trusses ZAM-75 t=0.8 Rangka Utama Trusses ZAM-75 t=0.5 Rangka Utama Reng 16 - DB Roof Battens t=0.48 mm Foot Plate t=1.22 mm PLD - Diafragma Plate WIND Bracing Tensioner (Pengaku Tali Angin) Baut Besar Baut Kecil Dynabolt Tukang besi beton terampil Kepala tukang besi beton Pekerja Mandor

1.985 2.850 5.175 0.325 1.400 0.715 0.250 5.400 8.000 0.875 0.025 0.307 0.350 0.010

m1 m1 m1 m1 bh m1 bh Pcs Pcs Pcs O/H O/H O/H O/H

32,500.00 20,800.00 10,400.00 6,500.00 1,950.00 1,500.00 6,500.00 550.00 250.00 6,500.00 48,000.00 54,000.00 33,000.00 60,000.00 Jumlah Dibulatkan

64,512.50 59,280.00 53,820.00 2,112.50 2,730.00 1,072.50 1,625.00 2,970.00 2,000.00 5,687.50 1,200.00 16,599.60 11,550.00 600.00 225,759.60 225,750.00

1 M2 Rangka atap (Lt. 2) Material Upah kerja

1.000 1.090

M2 M2


195,810.00 32,645.06 228,455.06 228,450.00


1.000 1.120

M2 M2


195,810.00 33,543.55 229,353.55 229,350.00


1.000 1.135

M2 M2


195,810.00 33,992.80 229,802.80 229,800.00

1 M' Listplank & Talang metal 30x30 colour Pekerja terampil Tukang kayu setengah terampil

0.175 0.500

O/H O/H

39,500.00 36,000.00

6,912.50 18,000.00


3

6 = 3x6

Hal. 43

1

73

74

75

76

2 Kepala tukang kayu Mandor Listplank dan talang Zam t=0,8mm powdercoating

3 0.050 0.010 1.000

4 O/H O/H m'

5 54,000.00 60,000.00 246,840.00 Jumlah Dibulatkan

6 = 3x6 2,700.00 600.00 246,840.00 275,052.50 275,050.00

1 M' Listplank & Talang metal 30x30 colour (Lt. 2) Material Upah kerja

1.000 1.090

m' m'


246,840.00 30,751.63 277,591.63 277,590.00


1.000 1.120

m' m'


246,840.00 31,598.00 278,438.00 278,430.00


1.000 1.135

m' m'


246,840.00 32,021.19 278,861.19 278,860.00

1 Unit Talang tegak Type 1 (PVC 6" AW + cat) PVC Wavin AW Φ 6 " PVC Wavin AW Φ 2 " Dop 6" Klem 6" Upah kerja Cat permukaan baja finish 2x

2.000 0.250 1.000 3.000 0.100 2.826

bt bt bh bh Unit M2

418,600.00 52,000.00 10,000.00 500.00 861,700.00 32,060.00 Jumlah Dibulatkan

837,200.00 13,000.00 10,000.00 1,500.00 86,170.00 90,601.56 1,038,471.56 1,038,470.00

1 Unit Talang tegak Type 2 & 3 (PVC 6" AW + cat) PVC Wavin AW Φ 6 " PVC Wavin AW Φ 2 " Klem 6" Roof drain 6" Upah kerja Cat permukaan baja finish 2x (Lt. 2)

1.250 0.250 2.000 1.000 0.100 1.884

bt bt bh bh Unit M2

418,600.00 52,000.00 500.00 150,000.00 687,250.00 34,210.00 Jumlah Dibulatkan

523,250.00 13,000.00 1,000.00 150,000.00 68,725.00 64,451.64 820,426.64 820,420.00

1 M2 Genteng metal Genteng metal berpasir gerard Paku 1 s/d 3 cm Pekerja Tukang kayu terampil Tukang kayu terampil Mandor

1.000 0.200 0.200 0.100 0.010 0.001

m2 kg O/H O/H O/H O/H


107,990.00 4,540.00 6,600.00 4,800.00 480.00 60.00 124,470.00 124,470.00

1 M2 Genteng metal (Lt. 2) Material Upah kerja

1.000 1.090

M2 M2


112,530.00 13,014.60 125,544.60 125,540.00


1.000 1.120

M2 M2


112,530.00 13,372.80 125,902.80 125,900.00


1.000 1.135

M2 M2


112,530.00 13,551.90 126,081.90 126,080.00

1 M' Nok metal Nok metal berpasir gerard

1.000

m'

91,470.00

91,470.00


Hal. 44

2

1

77

78

79

80

81

Paku 1 s/d 3 cm Pekerja Tukang kayu terampil Kepala tukang kayu Mandor

3 0.050 0.250 0.150 0.015 0.013

4 kg O/H O/H O/H O/H

5 22,700.00 33,000.00 48,000.00 54,000.00 60,000.00 Jumlah Dibulatkan

6 = 3x6 1,135.00 8,250.00 7,200.00 810.00 780.00 109,645.00 109,640.00

1 M' Nok metal (Lt. 2) Material Upah kerja

1.000 1.090

M' M'


92,605.00 18,573.60 111,178.60 111,170.00


1.000 1.120

M' M'


92,605.00 19,084.80 111,689.80 111,680.00


1.000 1.135

M' M'


92,605.00 19,340.40 111,945.40 111,940.00

26.000 4.500 0.100

m' m' Unit

30,800.00 150,200.00 1,476,700.00 Jumlah Dibulatkan

800,800.00 675,900.00 147,670.00 1,624,370.00 1,624,370.00

8.947 0.651 0.049 0.488 0.049 0.002 0.400

Kg gln O/H O/H O/H O/H M2


182,512.00 17,763.20 2,342.40 16,104.00 2,635.20 146.40 12,824.00 234,327.20 234,320.00

2.000 1.000 1.000 0.400 1.500 15.000 3.000 4.000 0.694 0.104 0.451 0.045 0.005

m' m' m' zak m' bh bh bh lbr Oh Oh Oh Oh

17,800.00 15,450.00 12,340.00 96,260.00 3,880.00 80.00 50.00 740.00 71,550.00 36,000.00 48,000.00 54,000.00 60,000.00 Jumlah Dibulatkan

35,600.00 15,450.00 12,340.00 38,504.00 5,820.00 1,200.00 150.00 2,960.00 49,687.50 3,750.00 21,666.67 2,437.50 270.83 189,836.50 189,830.00

1 M' Meja beton lapis keramik Beton site mix K-175 Wire Mesh M-4 (1 lapis) Bekisting Lantai Keramik dinding 20/25 corak

0.010 0.800 0.800 1.500

M3 M2 M2 M2


8,178.30 17,504.00 163,584.00 165,585.00 354,851.30 354,850.00

1 M' Buis Beton ½ Ø 30 Galian Tanah Pondasi Urug Pasir Bawah Pondasi

0.250 0.025

m3 m3

15,600.00 199,140.00

3,900.00 4,978.50

1 Unit Sun screen Panellux sun screen Stringer SL-1@3m Upah pasang

1 M' Dudukan sun screen 2 C 100x50x2,3 & cat besi Besi profil canal C Meni kayu/besi Patra/Nippon (5kg) Tukang besi profil terampil Pekerja Kepala tukang besi profil Mandor Cat permukaan baja finish 2x

1 M2 Partisi gypsumboard ex Jaya & Rangka BRS Metal stud C - 64 Galvalume 0,48 mm U runer U - 65 Galvalume 0,48 mm Corner bead Cornice adhesive Textile tape Paku Gypsum setara jayaboard Paku rivet steel Paku beton 1-3 cm Panel gypsum Setara JayaBoard 1200 x 2400 x 9 mm Pekerja setengah terampil Tukang Kayu terampil Kepala Tukang kayu Mandor


Hal. 45

2

1

82

83

84

85

86

87

Pas. Bata merah 1pc:3ps Plester + Aci 1 : 5 Buis beton d. 30 cm (1 m') 1/2 Urug Tanah Kembali

3 0.700 0.900 1.000 0.050

4 m2 m2 stk m3

5 194,700.00 25,470.00 50,000.00 7,470.00 Jumlah Dibulatkan

6 = 3x6 136,290.00 22,923.00 50,000.00 373.50 218,465.00 218,460.00

1 Unit Septictank kav. 2 m3 Galian tanah biasa max kedalaman 2 m' Urugan pasir Lantai kerja 1pc : 3ps : 5kr Pas. Bata merah 1pc:5ps t. 1 bata Bekisting pondasi Beton site mix K-175 Wire Mesh M-6 (2 lapis) Wire Mesh M-4 (1 lapis)

8.613 0.245 0.245 16.425 16.000 3.556 21.845 3.445

M3 M3 M3 M2 M2 M3 M2 M2


176,297.88 48,789.30 143,582.25 3,006,103.50 1,038,720.00 2,907,999.02 2,100,615.20 75,376.60 9,497,483.75 9,497,480.00

1 Unit Rembesan Galian tanah biasa max kedalaman 2 m' Pasangan aanstamping batu belah Urugan tanah kembali Injuk Batu koral beton kali (sirtu)

8.613 4.306 1.723 49.275 2.584

M3 M3 M3 m2 m3


176,297.88 1,333,215.00 12,867.08 771,153.75 400,093.69 2,693,627.39 2,693,620.00

1 M' Drainase beton bertulang 30x50 Galian tanah biasa max kedalaman 1 m' Urugan pasir Lantai kerja 1pc : 3ps : 5kr Beton site mix K-175 Pas. Bata merah 1pc:3ps t. 1 bata Besi Siku 40 x 40 mm / 3 cm Wire Mesh M-4 (1 lapis) Plesteran dinding 1pc:3ps t. 15 cm

0.300 0.030 0.002 0.078 0.900 0.333 1.300 1.500

M3 M3 M3 M3 M2 btg M2 M2


4,680.00 5,974.20 879.08 63,790.74 175,230.00 5,966.67 28,444.00 41,475.00 326,439.68 326,430.00

1 M' Saluran Luar Bangunan Pas. Bata merah 1pc:3ps t. 1 bata Plesteran dinding 1pc:3ps t. 15 cm Beton site mix K-175

0.500 0.700 0.015

M2 M2 M3


97,350.00 19,355.00 12,267.45 128,972.45 128,970.00

1 M' Beton decker t. 6 cm (50x100) Beton site mix K-175 Wire Mesh M-4 (1 lapis) PC (50 kg)

0.030 0.500 0.100

M3 M2 zak


24,534.90 10,940.00 6,510.00 41,984.90 41,980.00

1 M' Drainase beton bertulang 30x50 Galian tanah biasa max kedalaman 1 m' Urugan pasir Beton site mix K-175 Pas. Bata merah 1pc:3ps t. 1 bata Besi siku 40.40.4 Wire Mesh M-4 (1 lapis) Plesteran dinding 1pc:3ps t. 15 cm

0.300 0.030 0.078 0.900 4.833 1.300 1.500

M3 M3 M3 M2 btg M2 M2


4,680.00 5,974.20 63,790.74 175,230.00 86,516.67 28,444.00 41,475.00 406,110.61 406,110.00


Hal. 46

f:\250286909.xls.ms_office\Anl ksn

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Hal. 67

URAIAN PEKERJAAN

No. 1 88

89

90

91

92

93

94

95

VOLUME

SAT.

3

4

HARGA SAT. (Rp) 5

JUMLAH (Rp) 6 = 3x6

2 1 Unit J1 (JA) Kusen alumunium hitam/warna 4" EX Alexindo Jendela Alumunium & penggantung Kaca rayband 5 mm Casement ex Solid Rambuncis Silent Upah pasang

5.900 4.530 0.860 2.000 1.000 24.080 0.050

m' m' m2 set bh m' Unit

111,070.00 133,500.00 133,450.00 129,590.00 18,510.00 9,870.00 1,890,194.60 Jumlah Dibulatkan

655,313.00 604,755.00 114,767.00 259,180.00 18,510.00 237,669.60 94,509.73 1,984,704.33 1,984,700.00

1 Unit J2 (JA) Kusen alumunium hitam/warna 4" EX Alexindo Jendela Alumunium & penggantung Kaca rayband 5 mm Casement ex Solid Rambuncis Silent Upah pasang

5.100 5.000 0.440 4.000 2.000 16.760 0.050

m' m' m2 set bh m' Unit


566,457.00 667,500.00 58,718.00 518,360.00 37,020.00 165,421.20 100,673.81 2,114,150.01 2,114,150.00

1 Unit J3 (JA) Kusen alumunium hitam/warna 4" EX Alexindo Kaca rayband 5 mm Silent Upah pasang

10.900 2.130 40.880 0.050

m' m2 m' Unit

111,070.00 133,450.00 9,870.00 1,898,397.10 Jumlah Dibulatkan

1,210,663.00 284,248.50 403,485.60 94,919.86 1,993,316.96 1,993,310.00


10.600 2.100 40.500 0.050

m' m2 m' Unit


1,177,342.00 280,245.00 399,735.00 92,866.10 1,950,188.10 1,950,180.00


10.500 2.060 4.080 0.050

m' m2 m' Unit


1,166,235.00 274,907.00 40,269.60 74,070.58 1,555,482.18 1,555,480.00

1 Unit JS (JA) Kusen alumunium hitam/warna 4" EX Alexindo Kaca rayband 5 mm Silent Upah pasang

6.400 1.680 28.400 0.050

m' m2 m' Unit


710,848.00 224,196.00 280,308.00 60,767.60 1,276,119.60 1,276,110.00

1 Unit BV1 (JA) Kusen alumunium hitam/warna 4" EX Alexindo Kaca rayband 5 mm Silent Upah pasang

2.400 0.260 6.860 0.050

m' m2 m' Unit


266,568.00 34,697.00 67,708.20 18,448.66 387,421.86 387,420.00

1 Unit BV3 (JA) Kusen alumunium hitam/warna 4" EX Alexindo Jendela Alumunium & penggantung Kaca rayband 5 mm

7.800 8.100 0.780

m' m' m2

111,070.00 133,500.00 133,450.00

866,346.00 1,081,350.00 104,091.00


Hal. 68

2

1

96

97

98

99

100

Casement ex Solid Rambuncis Silent Upah pasang

3 6.000 3.000 26.040 0.050

4 set bh m' Unit

5 129,590.00 18,510.00 9,870.00 3,141,871.80 Jumlah Dibulatkan

6 = 3x6 777,540.00 55,530.00 257,014.80 157,093.59 3,298,965.39 3,298,960.00

1 Unit PJ1 (PA) Kusen alumunium hitam/warna 4" EX Alexindo Pintu rangka alumunium (tanpa kaca) Jendela Alumunium & penggantung Kaca rayband 5 mm Kunci 2 Slaag Lengkap EX Mayer Engsel Pintu Unilon Standar Cavell (4") Casement ex Solid Rambuncis Silent Upah pasang

23.550 3.440 24.000 9.120 2.000 6.000 4.000 2.000 90.400 0.050

m' m2 m' m2 bh bh set bh m' Unit

111,070.00 259,200.00 133,500.00 133,450.00 185,900.00 18,900.00 129,590.00 18,510.00 9,870.00 9,861,238.50 Jumlah Dibulatkan

2,615,698.50 891,648.00 3,204,000.00 1,217,064.00 371,800.00 113,400.00 518,360.00 37,020.00 892,248.00 493,061.93 10,354,300.43 10,354,300.00

1 Unit P1 (PA) Kusen alumunium hitam/warna 4" EX Alexindo Pintu rangka alumunium (tanpa kaca) Kaca rayband 5 mm Kunci 2 Slaag Lengkap EX Mayer Engsel Pintu Unilon Standar Cavell (4") Silent Upah pasang

10.200 6.550 1.220 1.000 3.000 30.480 0.050

m' m2 m2 bh bh m' Unit


1,132,914.00 1,697,760.00 162,809.00 185,900.00 56,700.00 300,837.60 176,846.03 3,713,766.63 3,713,760.00

1 Unit P2 (PA) Kusen alumunium hitam/warna 4" EX Alexindo Pintu kayu finishing melamik Kaca rayband 5 mm Kunci 2 Slaag Lengkap EX Mayer Engsel Pintu Unilon Standar Cavell (4") Silent Upah pasang

3.900 1.580 0.120 1.000 3.000 18.120 0.050

m' m2 m2 bh bh m' Unit


433,173.00 1,351,089.60 16,014.00 185,900.00 56,700.00 178,844.40 99,308.83 2,321,029.83 2,321,020.00

1 Unit PL1 (PB) Kusen pintu besi Pintu besi plat type A Engsel pintu besi Grendel pintu besi Rel pintu Wina L 3,5 m Dudukan rel pintu besi Kunci pintu besi Upah pasang

8.900 9.396 18.000 6.000 1.000 1.000 1.000 0.050

m' m2 bh bh set set set Unit

3,940,000.00 550,000.00 4,490,000.00 Jumlah Dibulatkan

3,940,000.00 550,000.00 224,500.00 4,714,500.00 4,714,500.00

1 Unit PL2 (PB) Kusen pintu besi Pintu besi plat type B Engsel pintu besi Grendel pintu besi Rel pintu Wina L 3,5 m Dudukan rel pintu besi Kunci pintu besi Upah pasang

8.900 9.720 18.000 6.000 1.000 1.000 1.000 0.050

3,940,000.00 550,000.00 4,490,000.00 Jumlah Dibulatkan

3,940,000.00 550,000.00 224,500.00 4,714,500.00 4,714,500.00


m' m2 bh bh set set set Unit

Hal. 69

1 101

2 1 Unit PL3 (PB) Kusen pintu besi Pintu besi plat type B Engsel pintu besi Grendel pintu besi Rel pintu Wina L 3,5 m Dudukan rel pintu besi Kunci pintu besi Upah pasang


3 8.900 9.882 18.000 6.000 1.000 1.000 1.000 0.050

4 m' m2 bh bh set set set Unit

5 3,940,000.00 550,000.00 4,490,000.00 Jumlah Dibulatkan

6 = 3x6 3,940,000.00 550,000.00 224,500.00 4,714,500.00 4,714,500.00

Hal. 70

DAFTAR HARGA MATERIAL TAHUN ANGGARAN 2009 1

No.

BAHAN BANGUNAN

1

Bahan plafond Asbes plat 1m x 1m t. 4 mm Gyptile 600 x 1200 x 9 mm Bata : Bata merah bakar kelas I Bata merah bakar kelas II Batu : Batu belah Batu koral beton kali (sirtu tersaring) Besi Besi beton U-24 rata-rata Besi beton U-39/U-32 rata-rata Besi siku 40.40.4 Cat Cat dasar Cat penutup Cat besi glotex Cat kayu glotex Cat tembok ICI exterior Cat tembok ICI interrior Cat tembok ICI weathershield Cat tembok Vinilex Dempul kayu cap kucing Politur Kuas 3" Plamir tembok Matex Rol cat tembok Meni kayu/besi Patra/Nippon (5kg) Terpentin Tiner A Amplas Genteng & atap : Genteng metal berpasir gerard Nok metal berpasir gerard Listplank dan talang Zam t=0,8mm powdercoating Hebel t. 10x20x60 Injuk Kawat : Kawat beton Kawat las Kayu : Kayu balok borneo super Kayu balok kamper medan (kruing) Kayu balok kamper samarinda Kayu balok kamper singkil Kayu papan cor/papan terentang Kayu papan borneo super Kayu papan kamper medan (kruing) Kayu lapis : Multiplek 12 mm 120x120 Multiplek 9 mm 120x120 Triplex 3 mm 120x240 Triplex 6 mm 120x240 Teakwood 4 mm 120x240 Keramik : Keramik 20x20 (KM) KW1 DN corak/warna/anti slip setara Roman Keramik 20x20 (KM) KW1 DN putih polos setara Roman Keramik 20x25 dinding KM KW1 DN corak setara Roman Keramik 30x30 KW1 DN warna/corak (anti slip) setara Roman Keramik 30x30 KW1 DN putih setara Roman Granito Tile Essenza uk. 40 x 40 Unpolis Granit tile 40x40 Kusen alumunium, Pintu, Jendela & Accessories : Kusen alumunium hitam 3" Ex Alexindo Kusen alumunium hitam/warna 4" EX Alexindo Kusen pintu besi Alumunium plat t. 0,2 Pintu alumunium Pintu kayu finishing melamik

2

3

4

5

6

7 8 9

10

11

12

13

f:\250286909.xls.ms_office\H_bahan

HARGA SATUAN (Rp)

SATUAN

18,850.00 20,980.00

m2 m2

705.00 605.00

bh bh

177,950.00 200,000.00

m3 m3

10,500.00 13,000.00 17,900.00

kg kg btg

28,250.00 42,900.00 39,500.00 37,150.00 72,000.00 67,000.00 72,000.00 19,900.00 22,000.00 42,470.00 14,200.00 19,500.00 29,200.00 27,300.00 16,400.00 21,500.00 4,600.00

ltr kg kg kg kg kg kg kg kg ltr bh kg bh gln lt lt lbr

107,990.00 91,470.00 246,840.00 9,500.00 15,650.00

m2 m' m' bh m2

24,850.00 21,200.00

kg kg

4,735,000.00 5,427,450.00 7,742,500.00 6,499,500.00 2,407,800.00 5,018,200.00 5,719,350.00

m3 m3 m3 m3 m3 m3 m3

175,000.00 135,600.00 52,200.00 90,900.00 122,500.00

lbr lbr lbr lbr lbr

57,800.00 65,350.00 68,250.00 68,750.00 61,800.00 183,800.00 98,700.00

m2 m2 m2 m2 m2 m2 m2

86,390.00 111,070.00

m' m' m' m2 m' m2

80,700.00 189,900.00 855,120.00

Hal. 71

BAHAN BANGUNAN

No.

14

15

16

17

18

19

20

Pintu rangka alumunium (tanpa kaca) Pintu plat alumunium Pintu besi plat type A Pintu besi plat type B Jendela Alumunium & penggantung Jalusi Silent Stoper pintu Door Closer Kelas Standard (Baik) Door Stop Kunci Silinder ALFA Untuk Pintu Alumunium Kunci 2 Slaag Lengkap EX Mayer Kunci pintu besi Rambuncis Tarikan Pintu Alumunium Handle Alumunium Engsel Pintu Unilon Standar Cavell (4") Engsel Jendela Unilon Standar Belluci (Gold) Engsel pintu besi Casement ex Solid Grendel pintu 15 cm Grendel jendela 5 cm Grendel pintu besi Rel pintu Wina L 3,5 m Dudukan rel pintu besi Kaca rayband 5 mm Kaca polos 5 mm Lem : Lem paralon Lem putih (Fox) Paku : Paku 1 s/d 3 cm Paku 5 s/d 7 cm Paku 8 s/d 12 cm Partisi : Metal stud C - 64 Galvalume 0,48 mm U runer U - 65 Galvalume 0,48 mm Corner bead Cornice adhesive Textile tape Paku Gypsum setara jayaboard Paku rivet steel Paku beton 1-3 cm Panel gypsum Setara JayaBoard 1200 x 2400 x 9 mm Pasir Pasir batu Pasir pasang Pasir urug Koral beton Batu pecah 2 - 3 cm Batu pecah 3 - 5 cm Batu pecah 10 - 15 cm Paving blok : Paving 6 cm (1 m2 = 36 Bh) (Abu) Paving 6 cm (1 m2 = 36 Bh) PC/semen : PC (50 kg) MU 380 - pas bata ringan/10 m2 (40 kg) MU 100 - plesteran/2.4 m2 (40 kg) MU 200 - acian/20 m2 (40 kg) MU 600 - kedap air/1,5 m2 (3 kg) Semen warma Pipa : GIP Medium Class Φ 1/2 " GIP Medium Class Φ 3/4 " GIP Medium Class Φ 1 " GIP Medium Class Φ 1 1/4 " GIP Medium Class Φ 1 1/2 " GIP Medium Class Φ 2 " GIP Medium Class Φ 2 1/2 " GIP Medium Class Φ 3 " GIP Medium Class Φ 4 " GIP Medium Class Φ 5 " Hitam SNI 0039-87 GIP Medium Class Φ 6 " Hitam SNI 0039-87


HARGA SATUAN (Rp) 259,200.00 596,800.00

SATUAN

3,940,000.00 550,000.00 133,450.00 99,550.00

m2 m2 m2 m2 m' m2 m' bh bh bh bh bh set bh bh bh bh bh bh set bh bh bh set set m2 m2

9,100.00 31,900.00

bh kg

22,700.00 19,400.00 19,400.00

kg kg kg

17,800.00 15,450.00 12,340.00 96,260.00 3,880.00 80.00 50.00 740.00 71,550.00

m' m' m' zak m' bh bh bh lbr

182,500.00 210,700.00 157,200.00 154,850.00 183,500.00 174,000.00 196,800.00

m3 m3 m3 m3 m3 m3 m3

40,450.38 45,900.00

m2 m2

65,100.00 177,700.00 72,800.00 191,900.00 138,200.00 14,600.00

zak zak zak zak zak kg

133,500.00 497,380.00 9,870.00 92,560.00 518,250.00 35,500.00 368,550.00 185,900.00 18,510.00 366,500.00 309,600.00 18,900.00 12,300.00 129,590.00 44,650.00 12,650.00

112,700.00 158,000.00 162,800.00 232,600.00 251,600.00 419,200.00 602,700.00 762,200.00 825,300.00 2,164,630.00 2,569,760.00

bt bt bt bt bt bt bt bt bt bt bt

Hal. 72

BAHAN BANGUNAN

No.

21

22

23

24

25

26 27 28

PVC Wavin AW Φ1/2 " PVC Wavin AW Φ3/4 " PVC Wavin AW Φ 1 " PVC Wavin AW Φ1 1/4 " PVC Wavin AW Φ 1 1/2 " PVC Wavin AW Φ 2 " PVC Wavin AW Φ 2 1/2 " PVC Wavin AW Φ 3 " PVC Wavin AW Φ 4 " PVC Wavin AW Φ 5 " PVC Wavin AW Φ 6 " Rangka atap baja ringan : Trusses ZAM-75 t=0.8 Rangka Utama Trusses ZAM-75 t=0.5 Rangka Utama Reng 16 - DB Roof Battens t=0.48 mm Foot Plate t=1.22 mm PLD - Diafragma Plate WIND Bracing Tensioner (Pengaku Tali Angin) Baut Besar Baut Kecil Dynabolt Readymix : Readymix K-175 Readymix K-225 Readymix K-250 Readymix K-300 Sanitair : Monoblok CW 660 J/SW 660 J Washtafel LW 230 J Kran ex TOTO T 23 B13 Cermin TS 119 AS5 Floordrain TX 1B Urinoar U 57 M Sekat Urinoar A100 Kran dapur T30 ARQ 13N Zink Stainles standar 1 lubang Seng : Seng BJLS 30 lembar 90 cm ( 1 rol 50 m') Seng gelombang BJLS 30 Seng plat BJLS 30 lbr 90 cm (100 m') Sun screen ex Prometama : Panellux sun screen Stringer SL-1@3m Tanah merah Waterproofing bitutin ex WR Grace t. 1,5 mm Wire mesh (2,10 x 5,4 m) : MK 8 MK 7 MK 6 MK 5 MK 4


HARGA SATUAN (Rp) 14,100.00 19,500.00 26,000.00 37,800.00 53,900.00 52,000.00 87,600.00 127,200.00 175,500.00 313,100.00 418,600.00

SATUAN bt bt bt bt bt bt bt bt bt bt bt

32,500.00 20,800.00 10,400.00 6,500.00 1,950.00 1,500.00 6,500.00 550.00 250.00 6,500.00

m1 m1 m1 m1 bh m1 bh Pcs Pcs Pcs

746,000.00 771,750.00 731,880.00 777,540.00

m3 m3 m3 m3

1,777,200.00 1,086,340.00 166,900.00 388,500.00 287,000.00 1,690,800.00 737,300.00 342,400.00 564,000.00

Bh Bh Bh Bh Bh Bh Bh Bh Bh

52,500.00 41,590.00 26,530.00

lbr lbr m'

30,800.00 150,200.00 28,100.00 184,510.00

m' m' m3 m2

950,330.00 727,680.00 534,650.00 371,240.00 237,580.00

lbr lbr lbr lbr lbr

Hal. 73

DAFTAR HARGA UPAH & ALAT KERJA TAHUN ANGGARAN 2009

KLASIFIKASI PEKERJA

No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

Mandor Kepala tukang besi beton Tukang besi beton terampil Tukang besi beton setengah terampil Kepala tukang besi profil Tukang besi profil terampil Kepala tukang batu Tukang batu terampil Tukang batu setengah terampil Kepala tukang kayu Tukang kayu terampil Tukang kayu setengah terampil Kepala tukang cat Tukang cat terampil Tukang cat setengah terampil Pekerja terampil Pekerja setengah terampil Pekerja

f:\250286909.xls.ms_office\H_u.k

HARGA SATUAN (Rp) 60,000 54,000 48,000 42,000 54,000 48,000 54,000 48,000 36,000 54,000 48,000 36,000 54,000 48,000 42,000 39,500 36,000 33,000

SATUAN O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H

Besi : d. 6 d. 8 d. 10 d. 12 d. 13 d. 16 d. 19 d. 22 d. 25 d. 32

0.222 0.395 0.620 0.888 1.040 1.580 2.230 2.980 3.850 6.310

kg/m kg/m kg/m kg/m kg/m kg/m kg/m kg/m kg/m kg/m

Baja siku : 50.50.5 60.60.6 70.70.7 75.75.7 80.80.8 100.100.10 65.65.6 75.75.6 40.40.4

3.750 4.597 7.380 7.940 9.660 15.100 5.910 6.870 2.417

kg/m kg/m kg/m kg/m kg/m kg/m kg/m kg/m kg/m

Besi WF : 100.50.5.7 125.60.6.8 150.75.5.7 175.90.5.8 200.100.3,2.4,5 200.100.5,5.8 250.125.6.9 300.150.6,5.9 350.175.7.11

9.333 13.200 14.000 18.100 11.917 21.333 29.600 36.700 49.600

kg/m' kg/m' kg/m' kg/m' kg/m' kg/m' kg/m' kg/m' kg/m'

43,627

Channel : 100.50.20.3,2 125.50.20.3,2 150.50.20.3,2 150.65.20.3,2 200.75.20.3,2

5.500 6.133 6.767 7.517 9.270

kg/m kg/m kg/m kg/m kg/m

Plat Hitam : t. 6 mm t. 8 mm t. 10 mm t. 12 mm

Wire Mesh (2,1 x 5,4) : M4 MK 5 MK 6 MK 7 MK 8 MK 10

Toleransi 15.450 lbr 21.330 lbr 31.370 lbr 43.340 lbr 57.240 lbr

Full 15.450 24.140 34.760 47.310 61.790

lbr lbr lbr lbr lbr

berat/kg/m2/lapis 1.366 2.125 3.064 4.168 5.451 8.515

47.024 62.698 78.373 94.047

7.837 kg/m2 kg/m2 kg/m2 kg/m2

RENCANA ANGGARAN BIAYA

ERJAAN PEMBANGUNAN GEDUNG AUDITORIUM TA. 2009 IPB - BOGOR PEKERJAAN

No.

SAT.

C PEK. KUSEN LENGKAP C.1 Kusen Lengkap ELV.+0,00m 1 PL1 (PB) unit 2 PL2 (PB) unit 3 PL3 (PB) unit 4 PJ1 (PA) unit 5 6 7 8 9 10 11

P1 P2 P3 J1 J2 BV1 BV3

(PA) (PA) (PVC) (JA) (JA) (JA) (JA)

unit unit unit unit unit unit unit

C.2 1 2 3 4

Kusen Lengkap ELV.+5,10m J3 (JA) unit J4 (JA) unit J5 (JA) unit JS (JA) unit

ANALISA

VOLUME

1.00 2.00 2.00 1.00 4.00 6.00 4.00 6.00 2.00 4.00 4.00

m2

m2

m'

m2

m'

m2

bh

bh

bh

set

bh

bh

m'

bukaan

luasan

pj ksn

d-pk

pj d-jd

kaca

kunci

eng p

casement

gr p

rambuncis

h-ang

sealent

9.45

9.45

9.86

19.71

9.99

19.98

4.15

4.15

23.65

36.15

23.55

3.44

5.84 24.00

2.00

6.00

4.00

2.00

plitur (m2) per unit

partisi

m'

Jumlah m'

Lintel

Lintel

90.40

72.30

72.30

4.15

3.60

3.60

0.63

2.52

10.20

6.55

1.22

1.00

3.00

30.48

13.10

52.40

2.52

2.00

8.00

0.63

3.78

3.90

1.58

0.12

1.00

3.00

18.12

3.16

18.94

3.78

3.60

21.60

2.80

11.20

2.20

-

-

11.20

2.90

11.60

1.44

8.64

5.90

4.53

0.86

2.00

1.00

24.08

9.06

54.36

8.64

6.00

36.00

0.99

1.98

5.10

5.00

0.44

4.00

2.00

16.76

10.00

20.00

1.98

2.85

5.70

0.36

1.44

2.40

6.84

-

-

1.44

1.80

7.20

1.62

6.48

7.80

26.04

16.20

64.80

6.48

4.00

16.00

282.80

40.19

26.75

109.70 29.60

0.26 8.10

0.78

6.00

3.00

-

2.59

20.72

10.90

2.13

40.88

-

-

20.72

3.70

2.49

4.97

10.60

2.10

40.50

-

-

4.97

3.70

7.40

2.45

9.80

10.50

2.06

40.08

-

-

9.80

3.70

14.80

3.36

6.40

1.68

28.40

-

-

1.68

38.85


ddng

9.12

89.33

8.00 2.00 4.00 2.00

pengurang

total

3.36

1.20

2.40

38.85

12.30

54.20

Hal. 96

RAB AUDITORIUM.xls

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