REKAPITULASI ANGGARAN BIAYA PEKERJAAN PEMBANGUNAN GEDUNG AUDITORIUM TA. 2009

No.

I. PEKERJAAN PERSIAPAN Rp 54,309,400.00

II. PEKERJAAN STRUKTUR Rp 1,401,779,956.37

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 Rp 1,183,631,137.51

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 Rp 61,329,850.00

A PEK. INSTALASI PLAMBING Rp 61,329,850.00

V. PEKERJAAN ELEKTRIKAL Rp 98,069,000.00

A PEK. LISTRIK Rp 74,429,000.00

B PEK. PENANGKAL PETIR Rp 23,640,000.00

TOTAL Rp 2,799,119,343.88

DIBULATKAN Rp 2,799,110,000.00

Keterangan :

Luas lantai 825.00 m2 Harga bangunan per m2 : Rp 3,392,872 Kelas bangunan : A

Gedung bertingkat tinggi 7,7 m

(Dua milyar tujuh ratus sembilan puluh sembilan juta seratus sepuluh ribu rupiah )

PEKERJAAN JUMLAH HARGA REKAPITULASI ANGGARAN BIAYA

IPB - BOGOR

PEKERJAAN PEMBANGUNAN GEDUNG AUDITORIUM TA. 2009

No.

I. PEKERJAAN PERSIAPAN Rp 54,309,400.00

II. PEKERJAAN STRUKTUR Rp 1,401,779,956.37

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 Rp 1,183,631,137.51

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 Rp 192,554,650.00

A PEK. INSTALASI PLAMBING Rp 61,329,850.00

B PEK. INSTALASI AC SPLIT Rp 131,224,800.00

V. PEKERJAAN ELEKTRIKAL Rp 272,524,800.00

A PEK. LISTRIK Rp 74,429,000.00

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

TOTAL Rp 3,104,799,943.88

DIBULATKAN Rp 3,104,790,000.00

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

(Tiga milyar seratus empat juta tujuh ratus sembilan puluh ribu rupiah )

PEKERJAAN JUMLAH HARGA

(Rp)

REKAPITULASI ANGGARAN BIAYA

IPB - BOGOR

No. SAT. VOLUME HARGA SAT. (Rp)

JUMLAH HARGA (Rp)

I. PEKERJAAN PERSIAPAN

1 Pengukuran & bouwplank m' 130.00 42,460.00 5,519,800.00 2 Direksikeet (3,6 x 3,6) unit 1.00 11,249,900 11,249,900.00 3 Pagar seng gelombang t. 2 m' 130.00 171,490.00 22,293,700.00 4 Pembongkaran akar pohon/tunggul :

Besar phn 11.00 726,000.00 7,986,000.00 Kecil phn 20.00 363,000.00 7,260,000.00

SUB TOTAL I. 54,309,400.00

II. PEKERJAAN STRUKTUR

A PEK. TANAH

1 Galian tanah pile cap

- Pile cap P1 m3 0.69 20,470.00 14,042.42 - Pile cap P1' m3 1.01 20,470.00 20,633.76 - Pile cap P1'' m3 4.80 20,470.00 98,256.00 - Pile cap P2 m3 6.37 20,470.00 130,393.90 2 Galian tanah tie beam

- Tie biem S1 m3 15.12 20,470.00 309,506.40 - Tie biem S2 m3 18.20 20,470.00 372,554.00 - Tie biem S3 m3 5.44 20,470.00 111,356.80 3 Urugan tanah kembali m3 9.47 7,470.00 70,755.84 4 Urug & pemadatan tanah merah m3 265.20 86,200.00 22,860,240.00 5 Urug pasir bawah lantai t. 5 cm m3 41.48 199,140.00 8,259,331.50 6 Urug pasir bawah pile cap & sloof t. 5 cm m3 4.74 199,140.00 943,127.04

Jumlah A 33,190,197.66 B PEK. PONDASI

1 Mini pile (segi empat 20) m' 522.00 157,900.00 82,423,800.00 2 Potong tiang pancang ttk 58.00 92,500.00 5,365,000.00 3 Mobilisasi & demob alat pancang unit 1.00 7,500,000.00 7,500,000.00 4 Pile cap - Pile cap P1 (70x70x60cm) m3 0.59 2,921,870.00 1,718,059.56 - Pile cap P1' (60x60x60cm) m3 0.86 3,067,350.00 2,650,190.40 - Pile cap P1'' (50x50x50cm) m3 4.00 3,629,770.00 14,519,080.00 - Pile cap P2 (130x70x60cm) m3 5.46 3,015,410.00 16,464,138.60 5 Tie biem S1 (30x50cm) m3 12.60 3,886,510.00 48,970,026.00 6 Tie biem S2 (20x40cm) m3 14.56 4,652,430.00 67,739,380.80 7 Tie biem S3 (20x30cm) m3 4.08 4,492,930.00 18,331,154.40 8 Rabat beton t. 6 cm m2 825.00 75,880.00 62,601,000.00 Jumlah B 328,281,829.76 C PEK. KONSTRUKSI BETON

C.1 ELV.+3.50m 1 Kolom K1-A (50x50cm) m3 3.80 4,306,690.00 16,365,422.00 2 Kolom K1-B (50x50cm) m3 5.70 3,589,330.00 20,459,181.00 3 Kolom K2-A (40x40cm) m3 1.22 4,698,570.00 5,713,461.12 4 Kolom K2-B (40x40cm) m3 2.43 4,112,970.00 10,002,743.04 5 Kolom K3 (30x30cm) m3 12.31 4,189,660.00 51,583,093.92 6 Balok B1- I (25x50cm) m3 2.40 4,074,690.00 9,779,256.00 7 Balok B2- I (20x40cm) m3 10.08 4,730,930.00 47,687,774.40 8 Balok B3- I (20x30cm) m3 1.56 5,392,160.00 8,411,769.60 9 Balok B4- I (20x30cm) m3 1.44 5,003,600.00 7,205,184.00 10 Plat lantai t. 10 cm m3 21.44 3,920,810.00 84,062,166.40 11 Plat lantai t. 12 cm m3 3.82 3,419,740.00 13,049,727.84 274,319,779.32 PEKERJAAN

RENCANA ANGGARAN BIAYA

IPB - BOGOR

No. SAT. VOLUME HARGA SAT. (Rp) JUMLAH HARGA (Rp) PEKERJAAN C.2 ELV.+4.20m 1 Kolom K1-A (50x50cm) m3 0.70 4,306,690.00 3,014,683.00 2 Kolom K1-B (50x50cm) m3 1.05 3,589,330.00 3,768,796.50 3 Kolom K2-A (40x40cm) m3 0.22 4,698,570.00 1,052,479.68 4 Kolom K2-B (40x40cm) m3 0.45 4,112,970.00 1,842,610.56 5 Kolom K3 (30x30cm) m3 0.76 4,189,660.00 3,167,382.96 6 Balok B1- II (40x70cm) m3 1.92 3,207,930.00 6,159,225.60 7 Balok B2- II (35x65cm) m3 2.31 3,369,070.00 7,782,551.70 8 Balok B3- II (25x50cm) m3 3.00 4,112,850.00 12,338,550.00 9 Plat lantai t. 10 cm m3 7.19 3,920,810.00 28,171,019.85 67,297,299.85 C.3 ELV.+5.10m 1 Kolom K1-A (50x50cm) m3 0.90 4,332,750.00 3,899,475.00 2 Kolom K1-B (50x50cm) m3 1.35 3,612,450.00 4,876,807.50 3 Kolom K2-A (40x40cm) m3 0.29 4,727,080.00 1,361,399.04 4 Kolom K2-B (40x40cm) m3 0.58 4,139,080.00 2,384,110.08 5 Kolom K3 (30x30cm) m3 0.97 4,217,480.00 4,099,390.56 6 Balok B1- III (25x50cm) m3 3.60 4,878,790.00 17,563,644.00 7 Balok B2- III (20x40cm) m3 5.39 4,757,510.00 25,642,978.90 8 Stek-1 (40x70cm) m3 1.76 4,707,130.00 8,303,377.32 9 Stek-2 Elv.+3.35m (20x40cm) m3 0.10 4,763,530.00 495,407.12 10 Plat lantai t. 12 cm m3 6.15 3,440,600.00 21,155,561.28 89,782,150.80 C.4 ELV.+7.70m 1 Kolom K1-A (50x50cm) m3 2.60 4,332,750.00 11,265,150.00 2 Kolom K1-B (50x50cm) m3 2.60 3,612,450.00 9,392,370.00 3 Kolom K2-A (40x40cm) m3 0.83 4,727,080.00 3,932,930.56 4 Kolom K2-B (40x40cm) m3 1.66 4,139,080.00 6,887,429.12 5 Kolom K3 (30x30cm) m3 2.81 4,217,480.00 11,842,683.84 6 Kolom K4 (20x20cm) m3 2.81 4,625,770.00 12,989,162.16 7 Balok B1- IV (20x40cm) m3 1.20 4,757,510.00 5,709,012.00 8

Ring Balok R1-IV (50x100cm) m3 6.00 3,729,250.00 22,375,500.00 9

Ring Balok R2-IV (20x40cm) m3 7.36 5,035,510.00 37,061,353.60 10

Plat lantai t. 10 cm m3 1.36 3,944,090.00 5,344,241.95

126,799,833.23

Jumlah C 558,199,063.20 D PEK. KONSTRUKSI BAJA

1 Siku L-70x70x6,5 kg 274.50 16,660.00 4,573,150.01 2 Canal C 200.75.20.3,2 kg 5,189.85 16,660.00 86,462,947.65 3 Baja profil WF-300x150x6,5x9 kg 4,345.28 16,660.00 72,392,364.80 4 Baja profil WF-250x125x6x9 kg 4,500.68 16,660.00 74,981,328.80 5 Baja profil WF-150x75x5x7 kg 2,035.60 16,660.00 33,913,096.00 6 Bonggol ( kolom ) t=12mm kg 361.73 16,660.00 6,026,388.48 7 Bonggol ( Simpul ) t=12mm kg 3,918.72 16,660.00 65,285,875.20 8

Plat Stiffner ( Voute ) kg 1,652.43 16,660.00 27,529,400.50 9

Plat Stiffner ( KIP ) t=9mm kg 616.69 16,660.00 10,273,991.88 10 Base plat 300.200.11 kg 113.98 16,660.00 1,898,940.12 11 Base plat t=12mm kg 39.56 16,660.00 659,136.24 12 Trekstang dia.10mm kg 111.00 16,660.00 1,849,260.00 13

Ikatan Angin dia.10mm set 21.00 308,550.00 6,479,550.00 14

Angkur baut HTB d. 22 mm L 60 cm bh 148.00 123,420.00 18,266,160.00 15

Mur baut hitam 2dia.10mm bh 472.00 300.00 141,600.00 16

Mur dia.10mm bh 360.00 180.00 64,800.00 14

Zinkcromate kg 23,160.02 980.00 22,696,816.45 15

Rangka kaso & reng baja ringan m2 492.39 98,730.00 48,614,059.62

Jumlah D 482,108,865.75 SUB TOTAL II. 1,401,779,956.37

PEKERJAAN

III. PEKERJAAN ARSITEKTUR

A PEK. DINDING A.1 ELV.+3.50m

1

Dinding hebel t 10 cm + MU 380 m2 694.63 112,800.00 78,354,038.40 2

Dinding hebel parapet tangga t=90cm m2 4.88 112,800.00 550,464.00 3 Kolom Praktis 10x10 m' 91.60 70,220.00 6,432,152.00 4 Ring balok 10x15 m' 47.00 102,680.00 4,825,960.00 5 Balok lintel 10x15 m' 109.70 102,680.00 11,263,996.00 6 Plesteran dinding MU 100 t. 10 mm m2 1,399.02 45,540.00 63,711,188.64 7 Acian MU 200 t. 3 mm m2 1,399.02 19,790.00 27,686,526.64 8 Keramik dinding 20/25 m2 41.30 110,390.00 4,559,107.00 9

Finishing kolom (acian MU 200) m2 2,170.00 19,790.00 42,944,300.00 10

Finishing Balok (acian MU 200) m2 3,340.00 19,790.00 66,098,600.00 11

Canopy Polycarbonat + rangka hollow m2 28.32 172,000.00 4,871,040.00 12

Dinding hebel panggung m2 12.80 112,800.00 1,443,840.00

312,741,212.68 A.2 ELV.+5.10m 1 Dinding hebel t 10 cm + MU 380 m2 191.55 114,080.00 21,852,024.00 2

Dinding hebel parapet dak t=90cm m2 55.10 114,080.00 6,285,808.00 3 Kolom Praktis 10x10 m' 14.00 70,630.00 988,820.00 4 Ring balok 10x15 m' 95.00 103,350.00 9,818,250.00 5 Balok lintel 10x15 m' 54.20 103,350.00 5,601,570.00 6 Plesteran dinding MU 100 t. 10 mm m2 493.30 46,910.00 23,140,703.00 7 Acian MU 200 t. 3 mm m2 493.30 20,700.00 10,211,310.00 8

Finishing kolom (acian MU 200) m2 480.00 20,700.00 9,936,000.00 9

Finishing Balok (acian MU 200) m2 3,797.21 20,700.00 78,602,278.85 10

Finishing canopy entrance (acian MU 200) m2 21.60 20,700.00 447,120.00

166,883,883.85 A.3 ELV.+7.70m 1 Dinding hebel t 10 cm + MU 380 m2 247.00 114,080.00 28,177,760.00 2

Dinding hebel parapet dak t=90cm m2 9.00 114,080.00 1,026,720.00 3

Plesteran dinding MU 100 t. 10 mm m2 494.00 46,910.00 23,173,540.00 4

Acian MU 200 t. 3 mm m2 494.00 20,700.00 10,225,800.00 5

Finishing kolom (acian MU 200) m2 988.00 20,700.00 20,451,600.00 6

Finishing Balok (acian MU 200) m2 1,460.00 20,700.00 30,222,000.00

113,277,420.00 Jumlah A 592,902,516.53 B PEK. LANTAI B.1 ELV.+0,00m 1 Screeding t. 3 cm m2 825.00 17,490.00 14,429,250.00 2 Keramik 40/40 m2 803.00 129,240.00 103,779,720.00 3 Keramik 20/20 m2 22.00 88,340.00 1,943,480.00 4 Kramik Tangga m2 6.40 92,340.00 590,976.00 120,743,426.00 B.2 ELV.+3,50m 1 Screeding t. 3 cm m2 226.10 17,490.00 3,954,489.00 2 Waterproofing MU 600 m2 226.10 107,340.00 24,269,574.00 28,224,063.00 B.3 ELV.+5,10m 1 Screeding t. 3 cm m2 54.00 17,670.00 954,180.00 2 Waterproofing MU 600 m2 42.00 108,710.00 4,565,820.00 3 Keramik 40/40 m2 12.00 130,630.00 1,567,560.00 7,087,560.00 B.4 ELV.+7,70m 1 Screeding t. 3 cm m2 12.00 17,670.00 212,040.00 2 Waterproofing MU 600 m2 12.00 108,710.00 1,304,520.00 1,516,560.00 Jumlah B 157,571,609.00 f:\250286909.xls.ms_office Hal. 5

PEKERJAAN C PEK. KUSEN LENGKAP

C.1 Kusen Lengkap ELV.+0,00m

1 PL1 (PB) unit 1.00 4,714,500.00 4,714,500.00 2 PL2 (PB) unit 2.00 4,714,500.00 9,429,000.00 3 PL3 (PB) unit 2.00 4,714,500.00 9,429,000.00 4 PJ1 (PA) unit 1.00 10,354,300.00 10,354,300.00 5 P1 (PA) unit 4.00 3,713,760.00 14,855,040.00 6 P2 (PA) unit 6.00 2,321,020.00 13,926,120.00 7 P3 (PVC) unit 4.00 650,000.00 2,600,000.00 8 J1 (JA) unit 6.00 1,984,700.00 11,908,200.00 9 J2 (JA) unit 2.00 2,114,150.00 4,228,300.00 10 BV1 (JA) unit 4.00 387,420.00 1,549,680.00 11 BV3 (JA) unit 4.00 3,298,960.00 13,195,840.00 96,189,980.00

C.2 Kusen Lengkap ELV.+5,10m

1 J3 (JA) unit 8.00 1,993,310.00 15,946,480.00 2 J4 (JA) unit 2.00 1,950,180.00 3,900,360.00 3 J5 (JA) unit 4.00 1,555,480.00 6,221,920.00 4 JS (JA) unit 2.00 1,276,110.00 2,552,220.00 28,620,980.00 Jumlah C 124,810,960.00 D PEK. PENUTUP ATAP

1

Genteng metal m2 492.39 125,540.00 61,815,142.76 2

Nok metal berpasir m' 89.00 111,170.00 9,894,130.00 3

Listplank & Talang metal 30x30 colour m' 97.32 277,590.00 27,015,058.80

Jumlah D 98,724,331.56 E PEK. PLAFOND

E.1 ELV.+2,80m ~ 4,00m

1

Plafond Gyptile ex lokal, rangka alumunium & list tepim2 139.90 128,300.00 17,949,170.00 2

Plafond kalsiboard , rangka hollow & list tepi m2 107.20 111,700.00 11,974,240.00 3

Plafond panellux m2 42.00 496,430.00 20,850,060.00 4

List plafond gypsum m' 171.60 17,500.00 3,003,000.00 5

List plafond kayu m' 138.70 12,500.00 1,733,750.00

55,510,220.00

E.2 ELV.+6,90m ~ 7,90m

1

Plafond gypsum board t. 9 mm + rangka metal studm2 370.00 96,070.00 35,545,900.00 2

Plafond kalsiboard rangka + rangka metal stud m2 115.70 113,720.00 13,157,404.00 3

Plafond acustic m2 68.40 130,320.00 8,913,888.00 4

List plafond gypsum m' 93.60 17,500.00 1,638,000.00 5

List plafond kayu m' 180.00 12,500.00 2,250,000.00 6

Drop ceilling gypsumboard t. 9 mm m2 107.02 115,200.00 12,328,300.80

73,833,492.80 Jumlah E 129,343,712.80 F PEK. SANITAIR F.1 ELV.+0,00m 1 Monoblok CW 660 J/SW 660 J bh 4.00 1,777,200.00 7,108,800.00 2 Washtafel LW 230 J bh 6.00 1,086,340.00 6,518,040.00 3 Urinoar U 57 M bh 2.00 1,690,800.00 3,381,600.00 4

Sekat Urinoar A100 bh 1.00 737,300.00 737,300.00

Jumlah F 17,745,740.00 G PEK. PENGECATAN

G.1 ELV.+3.50m

1 Cat dinding vinilex m2 694.63 20,170.00 14,010,646.76 2 Cat dinding parapet tangga vinilex m2 4.88 20,170.00 98,429.60 3 Plitur daun pintu m2 282.80 44,080.00 12,465,647.68 4 Cat Plafond Gypsum m2 139.90 23,700.00 3,315,630.00 5 Cat plafond kalsiboard Vinilex m2 107.20 23,700.00 2,540,640.00 6 Cat plafond beton expose entrance Vinilex m2 21.60 23,700.00 511,920.00 7 Cat list plafond gypsum m' 171.60 7,110.00 1,220,076.00

PEKERJAAN

8 Cat list plafond kayu m' 138.70 2,370.00 328,719.00 9 Dinding hebel panggung m2 12.80 20,170.00 258,176.00

34,749,885.04

G.2 ELV.+5.10m

1

Cat dinding Vinilex m2 191.55 20,820.00 3,988,071.00 2

Cat dinding vinilex (3x) Parapet dak beton t=90cmm2 55.10 20,820.00 1,147,182.00

5,135,253.00

G.3 ELV.+7.70m

1 Cat dinding Vinilex (3x) m2 247.00 20,820.00 5,142,540.00 2 Cat dinding vinilex (3x) Parapet dak beton t=90cmm2 493.30 20,820.00 10,270,506.00 3 Cat Plafond Gypsum m2 139.90 24,690.00 3,454,131.00 4 Cat list plafond gypsum m' 93.60 7,407.00 693,295.20 5 Cat list plafond kayu m' 180.00 2,469.00 444,420.00 6 Drop ceilling m2 107.02 24,690.00 2,642,237.39

22,647,129.59

Jumlah G 62,532,267.63 SUB TOTAL III. 1,183,631,137.51

TOTAL I S/D III. 2,639,720,493.88

SAT. VOLUME HARGA SAT. (Rp)

JML. HARGA (Rp)

IV. PEKERJAAN MEKANIKAL

A PEK. INSTALASI PLAMBING

1

Peralatan utama

a. Tanki Atas (Cylinder) unit 2.00 3,105,000.00 6,210,000.00 Kap. 2 m3 b. Biofil BF08 unit 2.00 7,500,000.00 15,000,000.00 c. Resapan bh 2.00 1,500,000.00 3,000,000.00 Jumlah 1 24,210,000.00 2 Instalasi 2.1 Lantai Dasar

a. Pemipaan Air Bersih - Pipa GIP Medium Class

dia. 2" m 65.00 219,600.00 14,274,000.00 - Pipa PVC AW dia. 1" m 24.00 9,500.00 228,000.00 dia. 3/4" m 10.00 7,300.00 73,000.00 dia. 1/2" m 64.00 5,000.00 320,000.00 - Fitting lot 1.00 2,979,000.00 2,979,000.00 - Valves

Gate Valve dia. 2" bh 1.00 317,000.00 317,000.00 Gate Valve dia. 1" bh 2.00 112,800.00 225,600.00 Meteran Air dia. 2" bh 1.00 350,000.00 350,000.00 Kran Tembok dia.1/2" bh 4.00 75,000.00 300,000.00 Galian Beton m' 52.00 25,000.00 1,300,000.00 Galian Aspal m' 7.00 25,000.00 175,000.00 b. Pemipaan Air Kotor, Bekas & Vent

- Pipa PVC AW dia. 4" m 24.00 68,400.00 1,641,600.00 dia. 2" m 36.00 20,900.00 752,400.00 dia. 1" m 12.00 9,500.00 114,000.00 - Fitting lot 1.00 627,000.00 627,000.00 - Floor Drain (FD) dia. 2" bh 4.00 85,000.00 340,000.00 Jumlah 2.1 24,016,600.00 2.2 Lantai Atas

a. Pemipaan Air Bersih - Pipa PVC AW

dia. 1 1/2" m 6.00 15,500.00 93,000.00 dia. 1" m 36.00 9,500.00 342,000.00

- Fitting lot 1.00 152,250.00 152,250.00

- Valves

Gate Valve dia. 1" bh 2.00 112,800.00 225,600.00 Floating Valve dia. 1" bh 2.00 250,000.00 500,000.00 b. Pemipaan Air Hujan

- Pipa PVC AW dia. 4" m 130.00 68,400.00 8,892,000.00 - Fitting lot 1.00 1,778,400.00 1,778,400.00 - Roof Drain (RD) dia. 4" bh 16.00 70,000.00 1,120,000.00 Jumlah 2.2 13,103,250.00 Jumlah 2 37,119,850.00 JUMLAH A 61,329,850.00 B PEK. INSTALASI AC SPLIT

1

Peralatan utama

a. AC Split Wall Mounted (ACS-1 s/d 15/LT.D) unit 15.00 7,812,000.00 117,180,000.00 Kap. : 2,5 PK

Lokasi : Area Duduk Auditorium

b. AC Split Wall Mounted (ACS-16 s/d 19/LT.D) unit 4.00 3,511,200.00 14,044,800.00 Kap. : 1 PK

Lokasi : R.Ganti & R.Terima Jumlah 1 131,224,800.00

JUMLAH B 131,224,800.00

JUMLAH IV. 192,554,650.00

No. PEKERJAAN

SAT. VOLUME HARGA SAT. (Rp) JML. HARGA (Rp) PEKERJAAN ELEKTRIKAL A PEK. LISTRIK

PANEL PENERANGAN AUDITORIUM unit 1.00 6,500,000.00 6,500,000.00 1

1 bh MCB 40 A, 3P, 25kA 2

11 bh MCB 16A, 1P, 6kA Jumlah A.1 6,500,000.00

3

9 bh MCB 6A, 1P, 6kA 4

3 bh Lampu Indikator 5

1 bh Box Panel Plat 6

1 bh Pentanahan dan Accessories

PANEL AIR CONDITIONING (AC SPLIT) unit 1.00 8,750,000.00 8,750,000.00 1

1 bh MCB 100 A, 3P, 50kA 2

22 bh MCB 16A, 1P, 6kA Jumlah A.2 8,750,000.00

3

3 bh Lampu Indikator 4

KABEL FEEDER + KABEL BC 1

Kabel dari Panel Penerangan Auditorium (PP-B.A) ke : Panel AC SPLIT (P-ACS)

- NYY 4 x 25 mm2 m 10.00 125,000.00 1,250,000.00

- BC 25 mm2 m 10.00 15,000.00 150,000.00

Jumlah 1 1,400,000.00 2

Kabel dari Panel AC SPLIT (P-ACS) ke : Panel Penerangan Luar (PP-L)

- NYY 4 x 4 mm2 m 10.00 25,000.00 250,000.00

- BC 4 mm2 m 10.00 5,000.00 50,000.00

Jumlah 2 300,000.00 Jumlah A.3 1,700,000.00 INSTALASI DAN ARMATURE

1 LANTAI DASAR a. LP. TL 2x18 W, TKI bh 19.00 187,500.00 3,562,500.00 b. LP. BARET 20 W, TL-C bh 8.00 262,500.00 2,100,000.00 c. LP. DOWNLIGHT 13 W, PLC bh 24.00 127,500.00 3,060,000.00 d. LP. DOWNLIGHT 2x13 W, PLC bh 4.00 217,500.00 870,000.00 e. LP. DINDING 9 W, PL bh 14.00 105,000.00 1,470,000.00 f. LP. SOROT 120 W, PAR 38 bh 4.00 97,500.00 390,000.00 g. LP. EXIT 10 W, C/W BATTERY bh 8.00 1,125,000.00 9,000,000.00 h. STOP KONTAK 200 W, 1P bh 28.00 18,000.00 504,000.00 i. STOP KONTAK 200 W, 1P (LANTAI) bh 3.00 375,000.00 1,125,000.00 j. STOP KONTAK 1500 W, 3P bh 3.00 345,000.00 1,035,000.00 k. SAKLAR TUNGGAL bh 10.00 15,000.00 150,000.00 l. SAKLAR DOUBLE bh 7.00 24,000.00 168,000.00 m. SAKLAR HOTEL bh 2.00 45,000.00 90,000.00 n. GRID SWITCH 6 GANG bh 1.00 292,500.00 292,500.00 o. INSTALASI PENERANGAN titik 81.00 175,000.00 14,175,000.00 p. INSTALASI STOP KONTAK 1P titik 31.00 196,000.00 6,076,000.00 q. INSTALASI STOP KONTAK 3P titik 3.00 225,000.00 675,000.00 Jumlah 1 44,743,000.00 2 LANTAI ATAS a. LP. SOROT 150 W, SON-T bh 10.00 975,000.00 9,750,000.00 b. STOP KONTAK 200 W, 1P bh 3.00 18,000.00 54,000.00 c. STOP KONTAK 1500 W, 3P bh 1.00 345,000.00 345,000.00 d. SAKLAR DOUBLE bh 1.00 24,000.00 24,000.00 e. INSTALASI PENERANGAN bh 10.00 175,000.00 1,750,000.00 f. INSTALASI STOP KONTAK 1P bh 3.00 196,000.00 588,000.00 g. INSTALASI STOP KONTAK 3P titik 1.00 225,000.00 225,000.00 Jumlah 2 12,736,000.00 Jumlah A.4 57,479,000.00 JUMLAH A 74,429,000.00 No. PEKERJAAN A.1 A.3 A.4 V. A.2 f:\250286909.xls.ms_office Hal. 20

SAT. VOLUME HARGA SAT. (Rp)

JML. HARGA (Rp)

No. PEKERJAAN

B PEK. LAMPU JALAN

PANEL PENERANGAN LUAR unit 1.00 4,500,000.00 4,500,000.00 1

1 bh MCB 10 A, 3P, 4,5kA 2

5 bh MCB 6A, 1P, 4,5kA Jumlah B.1 4,500,000.00

3 7 bh MCB 4A, 1P, 4,5kA 4 1 bh Timer Switch 5 3 bh Lampu Indikator 6

Kabel dari Panel Penerangan Luar (PP-L) ke: MCB 4A, 1P (Setiap Box Tiang Lampu)

- NYFGbY 4 x 4 mm2 m 220.00 45,000.00 9,900,000.00 - BC 4 mm2 m 220.00 6,500.00 1,430,000.00

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) m 40.00 12,000.00 480,000.00 Jumlah B.2 11,810,000.00 INSTALASI DAN ARMATURE

1

Lampu Jalan SON 2 x 125 W c/w Tiang 7 m bh 4.00 4,800,000.00 19,200,000.00 Single ornament + pondasi

2

Lampu Jalan SON 2 x 125 W c/w Tiang 7 m bh 4.00 7,200,000.00 28,800,000.00

Double ornament + pondasi Jumlah B.3 48,000,000.00

JUMLAH B 64,310,000.00

C PEK. PENYAMBUNGAN DAYA LISTRIK

PANEL EXISTING (GARDU) unit 1.00 3,500,000.00 3,500,000.00 1

1 bh MCCB 125 A, 3P, 25kA 2

3 bh Lampu Indikator Jumlah C.1 3,500,000.00

3

Kabel dari Panel MDP Existing ke : Panel Penerangan Auditorium (PP-B.A)

- NYFGbY 4 x 70 mm2 m 300.00 330,000.00 99,000,000.00 - Pipa GIP Medium Class dia. 4" (casing) btg 1.00 2,305,800.00 2,305,800.00 - Galian Paving Block m' 68.00 17,500.00 1,190,000.00

- Galian Tanah m' 170.00 15,000.00 2,550,000.00

- Galian Beton m' 48.00 25,000.00 1,200,000.00

- Galian Aspal m' 16.00 25,000.00 400,000.00 Jumlah C.2 106,645,800.00 JUMLAH C 110,145,800.00 PEK. PENANGKAL PETIR

(System Non Conventional)

1

SYSTEM NON CONVENSIONAL bh 1.00 15,000,000.00 15,000,000.00 Dengan Tiang 1 meter (Pipa Galvanis)

Lengkap dengan Peralatan Bantu 2

Kabel BC 50 mm2 dan Peralatan Bantu m 80.00 45,500.00 3,640,000.00 3

Pentanahan lengkap dengan : lot 1.00 3,500,000.00 3,500,000.00 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 4

Instalasi dan Material Bantu lot 1.00 1,500,000.00 1,500,000.00 JUMLAH D 23,640,000.00 JUMLAH V. 272,524,800.00 B.1 B.2 B.3 D C.2 C.1 f:\250286909.xls.ms_office Hal. 21

No.

HARGA

(Rp)

A.

PEK. SIPIL & ARSITEK

1 M2 Pembersihan lahan 6,300.00

2 M3 Galian tanah biasa max kedalaman 1 m' 15,600.00 3 M3 Galian tanah biasa max kedalaman 2 m' 20,470.00 4 M3 Urugan tanah kembali 7,470.00

5 M3 Urugan pasir 199,140.00

6 M3 Pasangan aanstamping batu belah 309,600.00 7 M3 Lantai kerja 1pc : 3ps : 5kr 586,050.00

8 M2 Screeding t. 3 cm 17,490.00

M2 Screeding t. 3 cm (Lt. 2) 17,670.00 M2 Screeding t. 3 cm (Lt. 3) 17,740.00 M2 Screeding t. 3 cm (Lt. 4) 17,770.00

9 M3 Beton site mix K-175 817,830.00

M3 Beton site mix K-175 (Lt. 2) 824,210.00 M3 Beton site mix K-175 (Lt. 3) 826,330.00 M3 Beton site mix K-175 (Lt. 4) 827,390.00 10 M3 Readymix K-175 (Lt. 1) 880,830.00 M3 Readymix K-175 (Lt. 2) 889,550.00 M3 Readymix K-175 (Lt. 3) 892,450.00 M3 Readymix K-175 (Lt. 4) 893,910.00 11 M3 Readymix K-250 866,700.00 M3 Readymix K-250 (Lt. 2) 875,470.00 12 M3 Readymix K-300 914,410.00 M3 Readymix K-300 (Lt. 2) 923,190.00 13 Kg Besi polos < 12 mm 12,020.00 Kg Besi polos < 12 mm (Lt. 2) 12,070.00 Kg Besi polos < 12 mm (Lt. 3) 12,090.00 Kg Besi polos < 12 mm (Lt. 4) 12,100.00 14 Kg Besi ulir > 12 mm 14,640.00 Kg Besi ulir > 12 mm (Lt. 2) 14,700.00 Kg Besi ulir > 12 mm (Lt. 3) 14,720.00 Kg Besi ulir > 12 mm (Lt. 4) 14,720.00 15 M2 Wire Mesh M-6 (2 lapis) 96,160.00 M2 Wire Mesh M-6 (2 lapis) (Lt. 2) 96,330.00 M2 Wire Mesh M-6 (2 lapis) (Lt. 3) 96,380.00 M2 Wire Mesh M-6 (2 lapis) (Lt. 4) 96,410.00 16 M2 Wire Mesh M-4 (1 lapis) 21,880.00

17 M2 Bekisting pondasi 64,920.00 18 M2 Bekisting Sloof 141,890.00 19 M2 Bekisting Kolom 102,630.00 M2 Bekisting Kolom (Lt. 2) 103,470.00 M2 Bekisting Kolom (Lt. 3) 103,750.00 M2 Bekisting Kolom (Lt. 4) 103,890.00 20 M2 Bekisting Balok 154,280.00 M2 Bekisting Balok (Lt. 2) 155,560.00 M2 Bekisting Balok (Lt. 3) 155,990.00 M2 Bekisting Balok (Lt. 4) 156,210.00 21 M2 Bekisting Lantai 204,480.00 M2 Bekisting Lantai (Lt. 2) 205,760.00 22 M2 Bekisting Tangga 282,670.00 23 M3 Pile cap P1 (70x70x60cm) 2,921,870.00 24 M3 Pile cap P1' (60x60x60cm) 3,067,350.00 25 M3 Pile cap P1'' (50x50x50cm) 3,629,770.00 26 M3 Pile cap P2 (130x70x60cm) 3,015,410.00 27 M3 Tie biem S1 (30x50cm) 3,886,510.00 28 M3 Tie biem S2 (20x40cm) 4,652,430.00 29 M3 Tie biem S3 (20x30cm) 4,492,930.00 30 M' Sloof 12/15 114,220.00

DAFTAR HARGA SATUAN PEKERJAAN

PEKERJAAN

No.

HARGA

(Rp)

PEKERJAAN

31 M2 Rabat beton t. 6 cm 75,880.00

32 M2 Rabat beton tanpa tulangan 8 cm 83,520.00

33 M' Kolom Praktis 11x11 70,220.00

M' Kolom Praktis 11x11 (Lt. 2) 70,630.00 M' Kolom Praktis 11x11 (Lt. 3) 70,780.00 M' Kolom Praktis 11x11 (Lt. 4) 70,850.00 34 M3 Kolom K1-A (50x50cm) Elv +3,50 m & +4,2 m 4,306,690.00 M3 Kolom K1-A (50x50cm) Elv +5,1 m 4,332,750.00 35 M3 Kolom K1-B (50x50cm) Elv +3,5 m & +4,2 m 3,589,330.00 M3 Kolom K1-B (50x50cm) Elv +5,1 m 3,612,450.00 36 M3 Kolom K2-A (40x40cm) Elv +3,5 m & +4,2 m 4,698,570.00 M3 Kolom K2-A (40x40cm) Elv +5,1 m 4,727,080.00 37 M3 Kolom K2-B (40x40cm) elv +3,5 m & +4,2 m 4,112,970.00 M3 Kolom K2-B (40x40cm) elv +5,1 m 4,139,080.00 38 M3 Kolom K3 (30x30cm) elv 3,5 m & +4,2 m 4,189,660.00 M3 Kolom K3 (30x30cm) elv 5,1 m 4,217,480.00 39 M3 Kolom K4 (20x20cm) elv +5,2 m & 7,7 m 4,625,770.00

40 M' Balok lintel 12x15 102,680.00 M' Balok lintel (Lt. 2) 103,350.00 M' Balok lintel (Lt. 3) 103,590.00 M' Balok lintel (Lt. 4) 103,710.00 41 M3 Balok B1- I (25x50cm) elv +3,5 m 4,074,690.00 M3 Balok B1- II (40x70cm) elv +4,2 m 3,207,930.00 M3 Balok B1- III (25x50cm) elv +5,1 m 4,878,790.00 M3 Balok B1- IV (20x40cm) elv +7,7 m 4,757,510.00 42 M3 Balok B2- I (20x40cm) elv +3,5 m 4,730,930.00 M3 Balok B2- II (35x65cm) elv +4,2 m 3,369,070.00 M3 Balok B2- III (20x40cm) elv +5,2 m 4,757,510.00 43 M3 Balok B3- I (20x30cm) elv +3,5 m 5,392,160.00 M3 Balok B3- II (25x50cm) elv +4,2 m 4,112,850.00 44 M3 Balok B4- I (20x30cm) elv +3,5 m 5,003,600.00 45 M3 Ring Balok R1-IV (50x100cm) elv +7,7 m 3,729,250.00 46 M3 Ring Balok R2-IV (20x40cm) elv +7,7 m 5,035,510.00 47 M3 Stek-1 (40x70cm) Elv + 5,2 m 4,707,130.00 48 M3 Stek-2 (20x40cm) Elv.+3.35m 4,763,530.00 49 M3 Plat lantai t. 10 cm elv + 3,5 m & +4,2 m 3,920,810.00 M3 Plat lantai t. 10 cm elv + 7,7 m 3,944,090.00 50 M3 Plat lantai t. 12 cm elv + 3,5 m & 4,2 m 3,419,740.00 M3 Plat lantai t. 12 cm elv + 7,7 m 3,440,600.00 51 M2 Keramik 20/20 (KM/WC) texture 88,340.00 M2 Keramik 20/20 (KM/WC) (Lt. 2) 89,730.00 M2 Keramik 20/20 (KM/WC) (Lt. 3) 90,190.00 M2 Keramik 20/20 (KM/WC) (Lt. 4) 90,420.00 52 M2 Keramik dinding 20/25 corak 110,390.00 M2 Keramik dinding 20/25 corak (Lt. 2) 112,890.00 M2 Keramik dinding 20/25 corak (Lt. 3) 113,720.00 M2 Keramik dinding 20/25 corak (Lt. 4) 114,130.00 53 M2 Keramik 30/30 DN putih 92,340.00 M2 Keramik 30/30 DN putih (Lt. 2) 93,730.00 M2 Keramik 30/30 DN putih (Lt. 3) 94,190.00 M2 Keramik 30/30 DN putih (Lt. 4) 94,420.00 54 M2 Keramik 40/40 129,240.00 M2 Keramik 40/40 (Lt. 2) 130,630.00 55 M2 Pas. Bata merah 1pc:3ps t. 1 bata 194,700.00 56 M2 Pas. Bata merah 1pc:5ps t. 1 bata 183,020.00 57 M2 Dinding hebel t 10 cm & MU 380 112,800.00 M2 Dinding hebel t 10 cm & MU 380 (Lt. 2) 114,080.00 M2 Dinding hebel t 10 cm & MU 380 (Lt. 3) 114,510.00 M2 Dinding hebel t 10 cm & MU 380 (Lt. 4) 114,730.00

58 M2 Acian 15,400.00

M2 Acian (Lt. 2) 16,320.00

No.

HARGA

(Rp)

PEKERJAAN

M2 Acian (Lt. 3) 16,620.00 M2 Acian (Lt. 4) 16,780.00 59 M2 Acian MU 200 t. 3 mm 19,790.00 M2 Acian MU 200 t. 3 mm (Lt. 2) 20,700.00 M2 Acian MU 200 t. 3 mm (Lt. 3) 21,010.00 M2 Acian MU 200 t. 3 mm (Lt. 4) 21,160.00 60 M2 Plesteran dinding 1pc:3ps t. 15 cm 27,650.00 M2 Plesteran dinding 1pc:3ps t. 15 cm (Lt. 2) 29,010.00 M2 Plesteran dinding 1pc:3ps t. 15 cm (Lt. 3) 29,470.00 M2 Plesteran dinding 1pc:3ps t. 15 cm (Lt. 4) 29,700.00 61 M2 Plesteran dinding 1pc:5ps t. 15 cm 25,470.00 M2 Plesteran dinding 1pc:5ps t. 15 cm (Lt. 2) 26,830.00 M2 Plesteran dinding 1pc:5ps t. 15 cm (Lt. 3) 27,290.00 M2 Plesteran dinding 1pc:5ps t. 15 cm (Lt. 4) 27,520.00 62 M2 Plesteran dinding MU 100 t. 10 mm 45,540.00 M2 Plesteran dinding MU 100 t. 10 mm (Lt. 2) 46,910.00 M2 Plesteran dinding MU 100 t. 10 mm (Lt. 3) 47,360.00 M2 Plesteran dinding MU 100 t. 10 mm (Lt. 4) 47,590.00 63 M2 Waterproofing MU-600 107,340.00 M2 Waterproofing MU-600 (Lt. 2) 108,710.00 M2 Waterproofing MU-600 (Lt. 3) 109,160.00 M2 Waterproofing MU-600 (Lt. 4) 109,390.00 64 M2 Plafond Gyptile ex lokal, rangka alumunium & list tepi 128,300.00 M2 Plafond Gyptile ex lokal, rangka alumunium & list tepi (Lt. 2) 130,320.00 M2 Plafond Gyptile ex lokal, rangka alumunium & list tepi (Lt. 3) 130,990.00 65 M2 Plafond kalsiboard , rangka hollow & list tepi 111,700.00 M2 Plafond kalsiboard , rangka hollow & list tepi (Lt. 2) 113,720.00 M2 Plafond kalsiboard , rangka hollow & list tepi (Lt. 3) 114,400.00 M2 Plafond kalsiboard , rangka hollow & list tepi (Lt. 4) 114,730.00

66 M2 Plafond panellux 496,430.00 M2 Plafond panellux 498,450.00 67 M2 Pengecatan dinding 20,170.00 M2 Pengecatan dinding (Lt. 2) 20,820.00 M2 Pengecatan dinding (Lt. 3) 21,040.00 M2 Pengecatan dinding (Lt. 4) 21,150.00 68 M2 Pengecatan plafond (3x) 23,700.00 M2 Pengecatan plafond (3x) (Lt. 2) 24,690.00 M2 Pengecatan plafond (3x) (Lt. 3) 25,020.00 M2 Pengecatan plafond (3x) (Lt. 4) 25,180.00 69 M2 Cat permukaan baja dengan meni besi 14,810.00 M2 Cat permukaan baja dengan meni besi (Lt. 2) 15,880.00 M2 Cat permukaan baja dengan meni besi (Lt. 3) 16,240.00 M2 Cat permukaan baja dengan meni besi (Lt. 4) 16,420.00 70 M2 Cat permukaan baja finish 2x 32,060.00 M2 Cat permukaan baja finish 2x (Lt. 2) 34,210.00 71 M2 Rangka atap baja ringan & kuda-kuda & reng 225,750.00 M2 Rangka atap (Lt. 2) 228,450.00 M2 Rangka atap (Lt. 3) 229,350.00 M2 Rangka atap (Lt. 4) 229,800.00 72 M' Listplank & Talang metal 30x30 colour 275,050.00 M' Listplank & Talang metal 30x30 colour (Lt. 2) 277,590.00 M' Listplank & Talang metal 30x30 colour (Lt. 3) 278,430.00 M' Listplank & Talang metal 30x30 colour (Lt. 4) 278,860.00 73 Unit Talang tegak Type 1 (PVC 6" AW + cat) 1,038,470.00 74 Unit Talang tegak Type 2 & 3 (PVC 6" AW + cat) 820,420.00

75 M2 Genteng metal 124,470.00 M2 Genteng metal (Lt. 2) 125,540.00 M2 Genteng metal (Lt. 3) 125,900.00 M2 Genteng metal (Lt. 4) 126,080.00 76 M' Nok metal 109,640.00 M' Nok metal (Lt. 2) 111,170.00 f:\250286909.xls.ms_office\Pek Hal. 24

No.

HARGA

(Rp)

PEKERJAAN

M' Nok metal (Lt. 3) 111,680.00

M' Nok metal (Lt. 4) 111,940.00

77 Unit Sun screen 1,624,370.00

78 M' Dudukan sun screen 2 C 100x50x2,3 & cat besi 234,320.00 79 M2 Partisi gypsumboard ex Jaya & Rangka BRS 189,830.00 80 M' Meja beton lapis keramik 354,850.00

81 M' Buis Beton ½ Ø 30 218,460.00

82 Unit Septictank kav. 2 m3 9,497,480.00

83 Unit Rembesan 2,693,620.00

84 M' Drainase beton bertulang 30x50 326,430.00 85 M' Saluran Luar Bangunan 128,970.00 86 M' Beton decker t. 6 cm (50x100) 41,980.00 87 M' Drainase beton bertulang 30x50 406,110.00

88 Unit J1 (JA) 1,984,700.00 89 Unit J2 (JA) 2,114,150.00 90 Unit J3 (JA) 1,993,310.00 91 Unit J4 (JA) 1,950,180.00 92 Unit J5 (JA) 1,555,480.00 93 Unit JS (JA) 1,276,110.00 94 Unit BV1 (JA) 387,420.00 95 Unit BV3 (JA) 3,298,960.00 96 Unit PJ1 (PA) 10,354,300.00 97 Unit P1 (PA) 3,713,760.00 98 Unit P2 (PA) 2,321,020.00 99 Unit PL1 (PB) 4,714,500.00 100 Unit PL2 (PB) 4,714,500.00 101 Unit PL3 (PB) 4,714,500.00 f:\250286909.xls.ms_office\Pek Hal. 25

No. VOLUME SAT. HARGA SAT. (Rp) JUMLAH (Rp) 1 3 4 5 6 = 3x6 1 1 M2 Pembersihan lahan Pekerja 0.100 O/H 33,000.00 3,300.00 Mandor 0.050 O/H 60,000.00 3,000.00 Jumlah 6,300.00 Dibulatkan 6,300.00 2 1 M3 Galian tanah biasa max kedalaman 1 m'

Pekerja 0.400 O/H 33,000.00 13,200.00

Mandor 0.040 O/H 60,000.00 2,400.00

Jumlah 15,600.00 Dibulatkan 15,600.00 3 1 M3 Galian tanah biasa max kedalaman 2 m'

Pekerja 0.526 O/H 33,000.00 17,358.00

Mandor 0.052 O/H 60,000.00 3,120.00

Jumlah 20,478.00 Dibulatkan 20,470.00 4 1 M3 Urugan tanah kembali

Pekerja 0.192 O/H 33,000.00 6,336.00 Mandor 0.019 O/H 60,000.00 1,140.00 Jumlah 7,476.00 Dibulatkan 7,470.00 5 1 M3 Urugan pasir Pasir urug 1.200 m3 157,200.00 188,640.00 Pekerja 0.300 O/H 33,000.00 9,900.00 Mandor 0.010 O/H 60,000.00 600.00 Jumlah 199,140.00 Dibulatkan 199,140.00 6 1 M3 Pasangan aanstamping batu belah

Batu belah 1.200 m3 177,950.00 213,540.00

Pasir urug 0.300 m3 157,200.00 47,160.00

Pekerja 0.780 O/H 33,000.00 25,740.00

Tukang batu terampil 0.390 O/H 48,000.00 18,720.00

Kepala tukang batu 0.039 O/H 54,000.00 2,106.00

Mandor 0.039 O/H 60,000.00 2,340.00 Jumlah 309,606.00 Dibulatkan 309,600.00 7 1 M3 Lantai kerja 1pc : 3ps : 5kr PC (50 kg) 218.000 kg 1,302.00 283,836.00 Pasir batu 0.520 m3 182,500.00 94,900.00 Koral beton 0.870 m3 154,850.00 134,719.50 Pekerja 1.650 O/H 33,000.00 54,450.00

Mandor 0.080 O/H 60,000.00 4,800.00 Jumlah 586,055.50 Dibulatkan 586,050.00 8 1 M2 Screeding t. 3 cm PC (50 kg) 6.540 kg 1,302.00 8,515.08 Pasir batu 0.016 m3 182,500.00 2,847.00 Koral beton 0.026 m3 154,850.00 4,041.59 Pekerja 0.050 O/H 33,000.00 1,633.50

Tukang batu setengah terampil 0.008 O/H 36,000.00 270.00 Kepala tukang batu 0.001 O/H 54,000.00 40.50

Mandor 0.002 O/H 60,000.00 144.00

Jumlah 17,491.67 Dibulatkan 17,490.00 URAIAN PEKERJAAN

2

ANALISA HARGA SATUAN PEKERJAAN TAHUN ANGGARAN 2008

1 2 3 4 5 6 = 3x6 1 M2 Screeding t. 3 cm (Lt. 2) Material 1.000 m2 15,403.67 15,403.67 Upah kerja 1.090 m2 2,088.00 2,275.92 Jumlah 17,679.59 Dibulatkan 17,670.00 1 M2 Screeding t. 3 cm (Lt. 3) Material 1.000 m2 15,403.67 15,403.67 Upah kerja 1.120 m2 2,088.00 2,338.56 Jumlah 17,742.23 Dibulatkan 17,740.00 1 M2 Screeding t. 3 cm (Lt. 4) Material 1.000 m2 15,403.67 15,403.67 Upah kerja 1.135 m2 2,088.00 2,369.88 Jumlah 17,773.55 Dibulatkan 17,770.00 9 1 M3 Beton site mix K-175

PC (50 kg) 6.800 zak 65,100.00 442,680.00

Batu pecah 2 - 3 cm 0.830 m3 183,500.00 152,305.00

Pasir batu 0.540 m3 182,500.00 98,550.00

Pekerja 1.500 O/H 33,000.00 49,500.00

Tukang batu setengah terampil 0.500 O/H 36,000.00 18,000.00

Mandor 0.010 O/H 60,000.00 600.00

Peralatan 0.070 lot 764,335.00 53,503.45

Jumlah 817,838.45 Dibulatkan 817,830.00 1 M3 Beton site mix K-175 (Lt. 2)

Material 1.000 m3 693,535.00 693,535.00

Alat kerja 1.000 m3 53,503.45 53,503.45

Upah kerja 1.090 m3 70,800.00 77,172.00

Material 1.000 m3 693,535.00 693,535.00

Alat kerja 1.000 m3 53,503.45 53,503.45

Upah kerja 1.120 m3 70,800.00 79,296.00

Material 1.000 m3 693,535.00 693,535.00 Alat kerja 1.000 m3 53,503.45 53,503.45 Upah kerja 1.135 m3 70,800.00 80,358.00 Jumlah 827,396.45 Dibulatkan 827,390.00 10 1 M3 Readymix K-175 (Lt. 1) Readymix K-175 1.000 m3 746,000.00 746,000.00 Pekerja 2.500 O/H 33,000.00 82,500.00

Tukang batu setengah terampil 0.250 O/H 36,000.00 9,000.00 Tukang batu terampil 0.100 O/H 48,000.00 4,800.00

Mandor 0.010 O/H 60,000.00 600.00

Alat bantu (Slang + Tes Lab) 0.045 lot 842,900.00 37,930.50 Jumlah 880,830.50 Dibulatkan 880,830.00 1 M3 Readymix K-175 (Lt. 2) Material 1.000 M3 746,000.00 746,000.00 Alat Kerja 1.000 M3 37,930.50 37,930.50 Upah Kerja 1.090 M3 96,900.00 105,621.00 Jumlah 889,551.50 Dibulatkan 889,550.00 1 M3 Readymix K-175 (Lt. 3) Material 1.000 M3 746,000.00 746,000.00 Alat Kerja 1.000 M3 37,930.50 37,930.50 Upah Kerja 1.120 M3 96,900.00 108,528.00

f:\250286909.xls.ms_office\Anl Hal. 27

1 2 3 4 5 6 = 3x6 Jumlah 892,458.50 Dibulatkan 892,450.00 1 M3 Readymix K-175 (Lt. 4) Material 1.000 M3 746,000.00 746,000.00 Alat Kerja 1.000 M3 37,930.50 37,930.50 Upah Kerja 1.135 M3 96,900.00 109,981.50 Jumlah 893,912.00 Dibulatkan 893,910.00 11 1 M3 Readymix K-250 Readymix K-250 1.000 m3 731,880.00 731,880.00 Pekerja 2.500 O/H 33,000.00 82,500.00

Mandor 0.010 O/H 60,000.00 600.00

Alat bantu (Slang + Tes Lab) 0.045 lot 829,380.00 37,322.10 Jumlah 866,702.10 Dibulatkan 866,700.00 1 M3 Readymix K-250 (Lt. 2) Material 1.000 M3 731,880.00 731,880.00 Alat Kerja 1.000 M3 37,322.10 37,322.10 Upah Kerja 1.090 M3 97,500.00 106,275.00 Jumlah 875,477.10 Dibulatkan 875,470.00 12 1 M3 Readymix K-300 Readymix K-300 1.000 m3 777,540.00 777,540.00 Pekerja 2.500 O/H 33,000.00 82,500.00

Mandor 0.010 O/H 60,000.00 600.00

Alat bantu (Slang + Tes Lab) 0.045 lot 875,040.00 39,376.80 Jumlah 914,416.80 Dibulatkan 914,410.00 1 M3 Readymix K-300 (Lt. 2) Material 1.000 M3 777,540.00 777,540.00 Upah kerja 1.090 M3 97,500.00 106,275.00 Alat kerja 1.000 M3 39,376.80 39,376.80 Jumlah 923,191.80 Dibulatkan 923,190.00 13 1 Kg Besi polos < 12 mm

Besi beton U-24 rata-rata 1.050 kg 10,500.00 11,025.00

Kawat beton 0.015 kg 24,850.00 372.75

Pekerja 0.007 O/H 33,000.00 231.00

Tukang besi beton terampil 0.007 O/H 48,000.00 336.00 Kepala tukang besi beton 0.001 O/H 54,000.00 37.80

Mandor 0.000 O/H 60,000.00 18.00 Jumlah 12,020.55 Dibulatkan 12,020.00 1 Kg Besi polos < 12 mm (Lt. 2) Material 1.000 kg 11,397.75 11,397.75 Upah kerja 1.090 kg 622.80 678.85 Jumlah 12,076.60 Dibulatkan 12,070.00 1 Kg Besi polos < 12 mm (Lt. 3) Material 1.000 kg 11,397.75 11,397.75 Upah kerja 1.120 kg 622.80 697.54 Jumlah 12,095.29 Dibulatkan 12,090.00 1 Kg Besi polos < 12 mm (Lt. 4) Material 1.000 kg 11,397.75 11,397.75 Upah kerja 1.135 kg 622.80 706.88 Jumlah 12,104.63 Dibulatkan 12,100.00 14 1 Kg Besi ulir > 12 mm

Besi beton U-39/U-32 rata-rata 1.050 kg 13,000.00 13,650.00

1 2 3 4 5 6 = 3x6

Kawat beton 0.015 kg 24,850.00 372.75

Pekerja 0.007 O/H 33,000.00 231.00

Mandor 0.000 O/H 60,000.00 18.00 Jumlah 14,645.55 Dibulatkan 14,640.00 1 Kg Besi ulir > 12 mm (Lt. 2) Material 1.000 kg 14,022.75 14,022.75 Upah kerja 1.090 kg 622.80 678.85 Jumlah 14,701.60 Dibulatkan 14,700.00 1 Kg Besi ulir > 12 mm (Lt. 3) Material 1.000 kg 14,022.75 14,022.75 Upah kerja 1.120 kg 622.80 697.54 Jumlah 14,720.29 Dibulatkan 14,720.00 1 Kg Besi ulir > 12 mm (Lt. 4) Material 1.000 kg 14,022.75 14,022.75 Upah kerja 1.135 kg 622.80 706.88 Jumlah 14,729.63 Dibulatkan 14,720.00 15 1 M2 Wire Mesh M-6 (2 lapis)

MK 6 0.176 lbr 534,650.00 94,294.53

Pekerja 0.021 O/H 33,000.00 693.00

Tukang besi beton terampil 0.021 O/H 48,000.00 1,008.00 Kepala tukang besi beton 0.002 O/H 54,000.00 113.40

Mandor 0.001 O/H 60,000.00 54.00

Jumlah 96,162.93 Dibulatkan 96,160.00 1 M2 Wire Mesh M-6 (2 lapis) (Lt. 2)

Material 1.000 M2 94,294.53 94,294.53

Upah kerja 1.090 M2 1,868.40 2,036.56

Material 1.000 M2 94,294.53 94,294.53

Upah kerja 1.120 M2 1,868.40 2,092.61

Material 1.000 M2 94,294.53 94,294.53

Upah kerja 1.135 M2 1,868.40 2,120.63

Jumlah 96,415.17 Dibulatkan 96,410.00 16 1 M2 Wire Mesh M-4 (1 lapis)

MK 4 0.088 lbr 237,580.00 20,950.62

Pekerja 0.011 O/H 33,000.00 346.50

Mandor 0.000 O/H 60,000.00 27.00

Jumlah 21,884.82 Dibulatkan 21,880.00 17 1 M2 Bekisting pondasi

Kayu papan cor/papan terentang 0.040 m3 2,407,800.00 48,156.00

Paku 5 s/d 7 cm 0.300 kg 19,400.00 2,910.00

Minyak Bekisting 0.100 Ltr 36,350.00 1,817.50

Pekerja 0.300 O/H 33,000.00 4,950.00

Tukang kayu terampil 0.260 O/H 48,000.00 6,240.00

Kepala tukang kayu 0.026 O/H 54,000.00 702.00

Mandor 0.005 O/H 60,000.00 150.00

1 2 3 4 5 6 = 3x6 Jumlah 64,925.50 Dibulatkan 64,920.00 18 1 M2 Bekisting Sloof

Paku 5 s/d 7 cm 0.300 kg 19,400.00 5,820.00

Pekerja 0.300 O/H 33,000.00 9,900.00

Kepala tukang kayu 0.026 O/H 54,000.00 1,404.00

Mandor 0.005 O/H 60,000.00 300.00

Jumlah 141,890.00 Dibulatkan 141,890.00 19 1 M2 Bekisting Kolom

Paku 5 s/d 7 cm 0.400 kg 19,400.00 7,760.00

Kayu balok borneo super 0.015 m3 4,735,000.00 71,025.00

Multiplek 9 mm 120x120 0.350 lbr 135,600.00 47,460.00 Dolken Kayu Galam Ø-8-10/4m 2.000 Btg 25,100.00 50,200.00

Pekerja 0.300 O/H 33,000.00 9,900.00

Mandor 0.006 O/H 60,000.00 360.00 1x pakai Jumlah 307,909.00 3x pakai Jumlah 102,636.33 Dibulatkan 102,630.00 1 M2 Bekisting Kolom (Lt. 2) Material 1.000 m2 280,027.00 280,027.00 Upah kerja 1.090 m2 27,882.00 30,391.38 1x pakai Jumlah 310,418.38 3x pakai Jumlah 103,472.79 Dibulatkan 103,470.00 1 M2 Bekisting Kolom (Lt. 3) Material 1.000 m2 280,027.00 280,027.00 Upah kerja 1.120 m2 27,882.00 31,227.84 1x pakai Jumlah 311,254.84 3x pakai Jumlah 103,751.61 Dibulatkan 103,750.00 1 M2 Bekisting Kolom (Lt. 4) Material 1.000 m2 280,027.00 280,027.00 Upah kerja 1.135 m2 27,882.00 31,646.07 1x pakai Jumlah 311,673.07 3x pakai Jumlah 103,891.02 Dibulatkan 103,890.00 20 1 M2 Bekisting Balok

Paku 5 s/d 7 cm 0.400 kg 19,400.00 7,760.00

Pekerja 0.320 O/H 33,000.00 10,560.00

Mandor 0.006 O/H 60,000.00 360.00 1x pakai Jumlah 308,569.00 2x pakai Jumlah 154,284.50 Dibulatkan 154,280.00 1 M2 Bekisting Balok (Lt. 2) Material 1.000 m2 280,027.00 280,027.00 Upah kerja 1.090 m2 28,542.00 31,110.78 1x pakai Jumlah 311,137.78 2x pakai Jumlah 155,568.89 Dibulatkan 155,560.00

1 2 3 4 5 6 = 3x6 1 M2 Bekisting Balok (Lt. 3) Material 1.000 m2 280,027.00 280,027.00 Upah kerja 1.120 m2 28,542.00 31,967.04 1x pakai Jumlah 311,994.04 2x pakai Jumlah 155,997.02 Dibulatkan 155,990.00 1 M2 Bekisting Balok (Lt. 4) Material 1.000 m2 280,027.00 280,027.00 Upah kerja 1.135 m2 28,542.00 32,395.17 1x pakai Jumlah 312,422.17 2x pakai Jumlah 156,211.09 Dibulatkan 156,210.00 21 1 M2 Bekisting Lantai

Paku 5 s/d 7 cm 0.400 kg 19,400.00 7,760.00

Pekerja 0.320 O/H 33,000.00 10,560.00

Mandor 0.006 O/H 60,000.00 360.00 1x pakai Jumlah 408,969.00 2x pakai Jumlah 204,484.50 Dibulatkan 204,480.00 1 M2 Bekisting Lantai (Lt. 2) Material 1.000 M2 380,427.00 380,427.00 Upah kerja 1.090 M2 28,542.00 31,110.78 1x pakai Jumlah 411,537.78 2x pakai Jumlah 205,768.89 Dibulatkan 205,760.00 22 1 M2 Bekisting Tangga

Paku 5 s/d 7 cm 0.400 kg 19,400.00 7,760.00

Pekerja 0.320 O/H 33,000.00 10,560.00

Mandor 0.006 O/H 60,000.00 360.00 Jumlah 282,673.50 Dibulatkan 282,670.00 23 1 M3 Pile cap P1 (70x70x60cm) Readymix K-300 1.000 M3 914,410.00 914,410.00 Besi ulir > 12 mm 111.782 Kg 14,640.00 1,636,493.06 Bekisting pondasi 5.714 M2 64,920.00 370,971.43 Jumlah 2,921,874.49 Dibulatkan 2,921,870.00 24 1 M3 Pile cap P1' (60x60x60cm) Readymix K-300 1.000 M3 914,410.00 914,410.00 Besi ulir > 12 mm 117.481 Kg 14,640.00 1,719,928.89 Bekisting pondasi 6.670 M2 64,920.00 433,016.40 Jumlah 3,067,355.29 Dibulatkan 3,067,350.00 25 1 M3 Pile cap P1'' (50x50x50cm) Readymix K-300 1.000 M3 914,410.00 914,410.00 Besi ulir > 12 mm 150.000 Kg 14,640.00 2,196,000.00 Bekisting pondasi 8.000 M2 64,920.00 519,360.00 Jumlah 3,629,770.00 Dibulatkan 3,629,770.00

1 2 3 4 5 6 = 3x6 26 1 M3 Pile cap P2 (130x70x60cm) Readymix K-300 1.000 M3 914,410.00 914,410.00 Besi ulir > 12 mm 124.000 Kg 14,640.00 1,815,360.00 Bekisting pondasi 4.400 M2 64,920.00 285,648.00 Jumlah 3,015,418.00 Dibulatkan 3,015,410.00 27 1 M3 Tie biem S1 (30x50cm) Readymix K-300 1.000 M3 914,410.00 914,410.00 Besi polos < 12 mm 65.000 Kg 12,020.00 781,300.00 Besi ulir > 12 mm 85.000 Kg 14,640.00 1,244,400.00 Bekisting Sloof 6.670 M2 141,890.00 946,406.30 Jumlah 3,886,516.30 Dibulatkan 3,886,510.00 28 1 M3 Tie biem S2 (20x40cm) Readymix K-300 1.000 M3 914,410.00 914,410.00 Besi polos < 12 mm 48.000 Kg 12,020.00 576,960.00 Besi ulir > 12 mm 119.000 Kg 14,640.00 1,742,160.00 Bekisting Sloof 10.000 M2 141,890.00 1,418,900.00 Jumlah 4,652,430.00 Dibulatkan 4,652,430.00 29 1 M3 Tie biem S3 (20x30cm) Readymix K-300 1.000 M3 914,410.00 914,410.00 Besi polos < 12 mm 53.000 Kg 12,020.00 637,060.00 Besi ulir > 12 mm 104.000 Kg 14,640.00 1,522,560.00 Bekisting Sloof 10.000 M2 141,890.00 1,418,900.00 Jumlah 4,492,930.00 Dibulatkan 4,492,930.00 30 1 M' Sloof 12/15

Beton site mix K-175 0.018 m3 817,830.00 14,720.94

Besi polos < 12 mm 4.737 kg 12,020.00 56,938.74 Bekisting Sloof 0.300 m2 141,890.00 42,567.00 Jumlah 114,226.68 Dibulatkan 114,220.00 31 1 M2 Rabat beton t. 6 cm Readymix K-250 0.060 M3 866,700.00 52,002.00

Wire Mesh M-4 (1 lapis) 1.000 M2 21,880.00 21,880.00

Plastic sheet 1.000 M2 2,000.00 2,000.00

Jumlah 75,882.00 Dibulatkan 75,880.00 32 1 M2 Rabat beton tanpa tulangan 8 cm

Readymix K-250 0.080 M3 866,700.00 69,336.00

Bekisting Sloof 0.100 M2 141,890.00 14,189.00

Jumlah 83,525.00 Dibulatkan 83,520.00 33 1 M' Kolom Praktis 11x11

Beton site mix K-175 0.013 M3 817,830.00 10,390.53

Besi polos < 12 mm 3.270 Kg 12,020.00 39,305.40

Bekisting Kolom (3x pemakaian) 0.200 M2 102,630.00 20,526.00 Jumlah 70,221.93 Dibulatkan 70,220.00 1 M' Kolom Praktis 11x11 (Lt. 2)

Beton site mix K-175 (Lt. 2) 0.013 M3 824,210.00 10,471.59 Besi polos < 12 mm (Lt. 2) 3.270 Kg 12,070.00 39,468.90 Bekisting Kolom (Lt. 2) (3x pemakaian) 0.200 M2 103,470.00 20,694.00 Jumlah 70,634.49 Dibulatkan 70,630.00 1 M' Kolom Praktis 11x11 (Lt. 3)

Beton site mix K-175 (Lt. 3) 0.013 M3 826,330.00 10,498.52 Besi polos < 12 mm (Lt. 3) 3.270 Kg 12,090.00 39,534.30 Bekisting Kolom (Lt. 3) (3x pemakaian) 0.200 M2 103,750.00 20,750.00 Jumlah 70,782.82 Dibulatkan 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

1 2 3 4 5 6 = 3x6 Besi polos < 12 mm (Lt. 4) 3.270 Kg 12,100.00 39,567.00 Bekisting Kolom (Lt. 4) (3x pemakaian) 0.200 M2 103,890.00 20,778.00 Jumlah 70,856.99 Dibulatkan 70,850.00 34 1 M3 Kolom K1-A (50x50cm) Elv +3,50 m & +4,2 m

Readymix K-300 1.000 M3 914,410.00 914,410.00

Besi polos < 12 mm 30.000 Kg 12,020.00 360,600.00

Besi ulir > 12 mm 151.000 Kg 14,640.00 2,210,640.00

Bekisting Kolom (3x pemakaian) 8.000 M2 102,630.00 821,040.00 Jumlah 4,306,690.00 Dibulatkan 4,306,690.00 1 M3 Kolom K1-A (50x50cm) Elv +5,1 m

Readymix K-300 (Lt. 2) 1.000 M3 923,190.00 923,190.00

Besi polos < 12 mm (Lt. 2) 30.000 Kg 12,070.00 362,100.00 Besi ulir > 12 mm (Lt. 2) 151.000 Kg 14,700.00 2,219,700.00 Bekisting Kolom (Lt. 2) (3x pemakaian) 8.000 M2 103,470.00 827,760.00 Jumlah 4,332,750.00 Dibulatkan 4,332,750.00 35 1 M3 Kolom K1-B (50x50cm) Elv +3,5 m & +4,2 m

Readymix K-300 1.000 M3 914,410.00 914,410.00

Besi polos < 12 mm 30.000 Kg 12,020.00 360,600.00

Besi ulir > 12 mm 102.000 Kg 14,640.00 1,493,280.00

Bekisting Kolom (3x pemakaian) 8.000 M2 102,630.00 821,040.00 Jumlah 3,589,330.00 Dibulatkan 3,589,330.00 1 M3 Kolom K1-B (50x50cm) Elv +5,1 m Readymix K-300 (Lt. 2) 1.000 M3 923,190.00 923,190.00 Besi polos < 12 mm (Lt. 2) 30.000 Kg 12,070.00 362,100.00 Besi ulir > 12 mm (Lt. 2) 102.000 Kg 14,700.00 1,499,400.00 Bekisting Kolom (Lt. 2) (3x pemakaian) 8.000 M2 103,470.00 827,760.00 Jumlah 3,612,450.00 Dibulatkan 3,612,450.00 36 1 M3 Kolom K2-A (40x40cm) Elv +3,5 m & +4,2 m

Readymix K-300 1.000 M3 914,410.00 914,410.00

Besi polos < 12 mm 37.000 Kg 12,020.00 444,740.00

Besi ulir > 12 mm 158.000 Kg 14,640.00 2,313,120.00

Bekisting Kolom (3x pemakaian) 10.000 M2 102,630.00 1,026,300.00 Jumlah 4,698,570.00 Dibulatkan 4,698,570.00 1 M3 Kolom K2-A (40x40cm) Elv +5,1 m

Readymix K-300 (Lt. 2) 1.000 M3 923,190.00 923,190.00

Besi polos < 12 mm (Lt. 2) 37.000 Kg 12,070.00 446,590.00 Besi ulir > 12 mm (Lt. 2) 158.000 Kg 14,700.00 2,322,600.00 Bekisting Kolom (Lt. 2) (3x pemakaian) 10.000 M2 103,470.00 1,034,700.00 Jumlah 4,727,080.00 Dibulatkan 4,727,080.00 37 1 M3 Kolom K2-B (40x40cm) elv +3,5 m & +4,2 m

Readymix K-300 1.000 M3 914,410.00 914,410.00

Besi polos < 12 mm 37.000 Kg 12,020.00 444,740.00

Besi ulir > 12 mm 118.000 Kg 14,640.00 1,727,520.00

Bekisting Kolom (3x pemakaian) 10.000 M2 102,630.00 1,026,300.00 Jumlah 4,112,970.00 Dibulatkan 4,112,970.00 1 M3 Kolom K2-B (40x40cm) elv +5,1 m Readymix K-300 (Lt. 2) 1.000 M3 923,190.00 923,190.00 Besi polos < 12 mm (Lt. 2) 37.000 Kg 12,070.00 446,590.00 Besi ulir > 12 mm (Lt. 2) 118.000 Kg 14,700.00 1,734,600.00 Bekisting Kolom (Lt. 2) (3x pemakaian) 10.000 M2 103,470.00 1,034,700.00 Jumlah 4,139,080.00 Dibulatkan 4,139,080.00 38 1 M3 Kolom K3 (30x30cm) elv 3,5 m & +4,2 m

Readymix K-300 1.000 M3 914,410.00 914,410.00

Besi polos < 12 mm 32.000 Kg 12,020.00 384,640.00

Besi ulir > 12 mm 104.000 Kg 14,640.00 1,522,560.00

1 2 3 4 5 6 = 3x6 Bekisting Kolom (3x pemakaian) 13.330 M2 102,630.00 1,368,057.90

Jumlah 4,189,667.90 Dibulatkan 4,189,660.00 1 M3 Kolom K3 (30x30cm) elv 5,1 m Readymix K-300 (Lt. 2) 1.000 M3 923,190.00 923,190.00 Besi polos < 12 mm (Lt. 2) 32.000 Kg 12,070.00 386,240.00 Besi ulir > 12 mm (Lt. 2) 104.000 Kg 14,700.00 1,528,800.00 Bekisting Kolom (Lt. 2) (3x pemakaian) 13.330 M2 103,470.00 1,379,255.10 Jumlah 4,217,485.10 Dibulatkan 4,217,480.00 39 1 M3 Kolom K4 (20x20cm) elv +5,2 m & 7,7 m

Readymix K-300 1.000 M3 914,410.00 914,410.00

Besi polos < 12 mm 138.000 Kg 12,020.00 1,658,760.00

Bekisting Kolom (3x pemakaian) 20.000 M2 102,630.00 2,052,600.00 Jumlah 4,625,770.00 Dibulatkan 4,625,770.00 40 1 M' Balok lintel 12x15

Beton site mix K-175 0.018 M3 817,830.00 14,720.94

Besi polos < 12 mm 3.468 Kg 12,020.00 41,679.35

Bekisting Balok (2x pemakaian) 0.300 m2 154,280.00 46,284.00 Jumlah 102,684.29 Dibulatkan 102,680.00 1 M' Balok lintel (Lt. 2)

Beton site mix K-175 (Lt. 2) 0.018 M3 824,210.00 14,835.78 Besi polos < 12 mm (Lt. 2) 3.468 Kg 12,070.00 41,852.73 Bekisting Balok (Lt. 2) (2x pemakaian) 0.300 m2 155,560.00 46,668.00 Jumlah 103,356.51 Dibulatkan 103,350.00 1 M' Balok lintel (Lt. 3)

Beton site mix K-175 (Lt. 3) 0.018 M3 826,330.00 14,873.94 Besi polos < 12 mm (Lt. 3) 3.468 Kg 12,090.00 41,922.08 Bekisting Balok (Lt. 3) (2x pemakaian) 0.300 m2 155,990.00 46,797.00 Jumlah 103,593.02 Dibulatkan 103,590.00 1 M' Balok lintel (Lt. 4)

Beton site mix K-175 (Lt. 4) 0.018 M3 827,390.00 14,893.02 Besi polos < 12 mm (Lt. 4) 3.468 Kg 12,100.00 41,956.75 Bekisting Balok (Lt. 4) (2x pemakaian) 0.300 m2 156,210.00 46,863.00 Jumlah 103,712.77 Dibulatkan 103,710.00 41 1 M3 Balok B1- I (25x50cm) elv +3,5 m Readymix K-300 1.000 M3 914,410.00 914,410.00 Besi polos < 12 mm 42.000 Kg 12,020.00 504,840.00 Besi ulir > 12 mm 76.000 Kg 14,640.00 1,112,640.00

Bekisting Balok (2x pemakaian) 10.000 M2 154,280.00 1,542,800.00 Jumlah 4,074,690.00 Dibulatkan 4,074,690.00 1 M3 Balok B1- II (40x70cm) elv +4,2 m Readymix K-300 (Lt. 2) 1.000 M3 923,190.00 923,190.00 Besi polos < 12 mm (Lt. 2) 37.000 Kg 12,070.00 446,590.00 Besi ulir > 12 mm (Lt. 2) 57.000 Kg 14,700.00 837,900.00 Bekisting Balok (Lt. 2) (2x pemakaian) 6.430 M2 155,560.00 1,000,250.80 Jumlah 3,207,930.80 Dibulatkan 3,207,930.00 1 M3 Balok B1- III (25x50cm) elv +5,1 m

Readymix K-300 (Lt. 2) 1.000 M3 923,190.00 923,190.00

Besi polos < 12 mm (Lt. 2) 60.000 Kg 12,070.00 724,200.00 Besi ulir > 12 mm (Lt. 2) 114.000 Kg 14,700.00 1,675,800.00 Bekisting Balok (Lt. 2) (2x pemakaian) 10.000 M2 155,560.00 1,555,600.00 Jumlah 4,878,790.00 Dibulatkan 4,878,790.00 1 M3 Balok B1- IV (20x40cm) elv +7,7 m Readymix K-300 (Lt. 2) 1.000 M3 923,190.00 923,190.00 Besi polos < 12 mm (Lt. 2) 36.000 Kg 12,070.00 434,520.00

1 2 3 4 5 6 = 3x6 Besi ulir > 12 mm (Lt. 2) 99.000 Kg 14,700.00 1,455,300.00 Bekisting Balok (Lt. 2) (2x pemakaian) 12.500 M2 155,560.00 1,944,500.00 Jumlah 4,757,510.00 Dibulatkan 4,757,510.00 42 1 M3 Balok B2- I (20x40cm) elv +3,5 m Readymix K-300 1.000 M3 914,410.00 914,410.00 Besi polos < 12 mm 36.000 Kg 12,020.00 432,720.00 Besi ulir > 12 mm (Lt. 2) 99.000 Kg 14,700.00 1,455,300.00 Bekisting Balok (2x pemakaian) 12.500 M2 154,280.00 1,928,500.00 Jumlah 4,730,930.00 Dibulatkan 4,730,930.00 1 M3 Balok B2- II (35x65cm) elv +4,2 m Readymix K-300 (Lt. 2) 1.000 M3 923,190.00 923,190.00 Besi polos < 12 mm (Lt. 2) 41.000 Kg 12,070.00 494,870.00 Besi ulir > 12 mm (Lt. 2) 56.000 Kg 14,700.00 823,200.00 Bekisting Balok (Lt. 2) (2x pemakaian) 7.250 M2 155,560.00 1,127,810.00 Jumlah 3,369,070.00 Dibulatkan 3,369,070.00 1 M3 Balok B2- III (20x40cm) elv +5,2 m

Readymix K-300 (Lt. 2) 1.000 M3 923,190.00 923,190.00

Besi polos < 12 mm (Lt. 2) 36.000 Kg 12,070.00 434,520.00 Besi ulir > 12 mm (Lt. 2) 99.000 Kg 14,700.00 1,455,300.00 Bekisting Balok (Lt. 2) (2x pemakaian) 12.500 M2 155,560.00 1,944,500.00 Jumlah 4,757,510.00 Dibulatkan 4,757,510.00 43 1 M3 Balok B3- I (20x30cm) elv +3,5 m Readymix K-300 1.000 M3 914,410.00 914,410.00 Besi polos < 12 mm 40.000 Kg 12,020.00 480,800.00 Besi ulir > 12 mm (Lt. 2) 132.000 Kg 14,700.00 1,940,400.00 Bekisting Balok (2x pemakaian) 13.330 M2 154,280.00 2,056,552.40 Jumlah 5,392,162.40 Dibulatkan 5,392,160.00 1 M3 Balok B3- II (25x50cm) elv +4,2 m Readymix K-300 (Lt. 2) 1.000 M3 923,190.00 923,190.00 Besi polos < 12 mm 43.000 Kg 12,020.00 516,860.00 Besi ulir > 12 mm (Lt. 2) 76.000 Kg 14,700.00 1,117,200.00 Bekisting Balok (Lt. 2) (2x pemakaian) 10.000 M2 155,560.00 1,555,600.00 Jumlah 4,112,850.00 Dibulatkan 4,112,850.00 44 1 M3 Balok B4- I (20x30cm) elv +3,5 m Readymix K-300 1.000 M3 914,410.00 914,410.00 Besi polos < 12 mm 40.000 Kg 12,020.00 480,800.00 Besi ulir > 12 mm 106.000 Kg 14,640.00 1,551,840.00

Bekisting Balok (2x pemakaian) 13.330 M2 154,280.00 2,056,552.40 Jumlah 5,003,602.40 Dibulatkan 5,003,600.00 45 1 M3 Ring Balok R1-IV (50x100cm) elv +7,7 m

Readymix K-300 (Lt. 2) 1.000 M3 923,190.00 923,190.00

Besi polos < 12 mm (Lt. 2) 48.000 Kg 12,070.00 579,360.00 Besi ulir > 12 mm (Lt. 2) 99.000 Kg 14,700.00 1,455,300.00 Bekisting Balok (2x pemakaian) 5.000 M2 154,280.00 771,400.00 Jumlah 3,729,250.00 Dibulatkan 3,729,250.00 46 1 M3 Ring Balok R2-IV (20x40cm) elv +7,7 m

Readymix K-300 (Lt. 2) 1.000 M3 923,190.00 923,190.00

Besi polos < 12 mm (Lt. 2) 36.000 Kg 12,070.00 434,520.00 Besi ulir > 12 mm (Lt. 2) 119.000 Kg 14,700.00 1,749,300.00 Bekisting Balok (2x pemakaian) 12.500 M2 154,280.00 1,928,500.00 Jumlah 5,035,510.00 Dibulatkan 5,035,510.00 47 1 M3 Stek-1 (40x70cm) Elv + 5,2 m Readymix K-175 (Lt. 2) 1.000 M3 889,550.00 889,550.00 Besi polos < 12 mm (Lt. 2) 69.000 Kg 12,070.00 832,830.00 Besi ulir > 12 mm (Lt. 2) 135.000 Kg 14,700.00 1,984,500.00

1 2 3 4 5 6 = 3x6 Bekisting Balok (Lt. 2) (2x pemakaian) 6.430 M2 155,560.00 1,000,250.80

Jumlah 4,707,130.80 Dibulatkan 4,707,130.00 48 1 M3 Stek-2 (20x40cm) Elv.+3.35m Readymix K-175 (Lt. 1) 1.000 M3 880,830.00 880,830.00 Besi polos < 12 mm 42.000 Kg 12,020.00 504,840.00 Besi ulir > 12 mm 99.000 Kg 14,640.00 1,449,360.00

Bekisting Balok (2x pemakaian) 12.500 M2 154,280.00 1,928,500.00 Jumlah 4,763,530.00 Dibulatkan 4,763,530.00 49 1 M3 Plat lantai t. 10 cm elv + 3,5 m & +4,2 m

Readymix K-300 1.000 M3 914,410.00 914,410.00

Wire Mesh M-6 (2 lapis) 10.000 M2 96,160.00 961,600.00

Bekisting Lantai 10.000 M2 204,480.00 2,044,800.00

Jumlah 3,920,810.00 Dibulatkan 3,920,810.00 1 M3 Plat lantai t. 10 cm elv + 7,7 m

Readymix K-300 (Lt. 2) 1.000 M3 923,190.00 923,190.00

Wire Mesh M-6 (2 lapis) (Lt. 2) 10.000 M2 96,330.00 963,300.00

Bekisting Lantai (Lt. 2) 10.000 M2 205,760.00 2,057,600.00

Jumlah 3,944,090.00 Dibulatkan 3,944,090.00 50 1 M3 Plat lantai t. 12 cm elv + 3,5 m & 4,2 m

Readymix K-300 1.000 M3 914,410.00 914,410.00

Wire Mesh M-6 (2 lapis) 8.333 M2 96,160.00 801,333.33 Bekisting Lantai (2x pemakaian) 8.333 M2 204,480.00 1,704,000.00 Jumlah 3,419,743.33 Dibulatkan 3,419,740.00 1 M3 Plat lantai t. 12 cm elv + 7,7 m

Readymix K-300 (Lt. 2) 1.000 M3 923,190.00 923,190.00

Wire Mesh M-6 (2 lapis) (Lt. 2) 8.333 M2 96,330.00 802,750.00 Bekisting Lantai (Lt. 2) 8.333 M2 205,760.00 1,714,666.67 Jumlah 3,440,606.67 Dibulatkan 3,440,600.00 51 1 M2 Keramik 20/20 (KM/WC) texture

Keramik 20x20 (KM) KW1 DN corak/warna/anti slip setara Roman 25.000 bh 2,312.00 57,800.00

PC (50 kg) 8.000 kg 1,302.00 10,416.00

Pasir pasang 0.022 m3 210,700.00 4,530.05

Semen warma 0.013 kg 14,600.00 189.80

Pekerja 0.250 O/H 33,000.00 8,250.00

Kepala tukang batu 0.012 O/H 54,000.00 648.00

Mandor 0.013 O/H 60,000.00 750.00 Jumlah 88,343.85 Dibulatkan 88,340.00 1 M2 Keramik 20/20 (KM/WC) (Lt. 2) Material 1.000 m2 72,935.85 72,935.85 Upah kerja 1.090 m2 15,408.00 16,794.72 Jumlah 89,730.57 Dibulatkan 89,730.00 1 M2 Keramik 20/20 (KM/WC) (Lt. 3) Material 1.000 m2 72,935.85 72,935.85 Upah kerja 1.120 m2 15,408.00 17,256.96 Jumlah 90,192.81 Dibulatkan 90,190.00 1 M2 Keramik 20/20 (KM/WC) (Lt. 4) Material 1.000 m2 72,935.85 72,935.85 Upah kerja 1.135 m2 15,408.00 17,488.08 Jumlah 90,423.93 Dibulatkan 90,420.00 52 1 M2 Keramik dinding 20/25 corak

Keramik 20x25 dinding KM KW1 DN corak setara Roman 20.000 bh 3,412.50 68,250.00

PC (50 kg) 8.000 kg 1,302.00 10,416.00

Pasir pasang 0.018 m3 210,700.00 3,792.60

Semen warma 0.013 kg 14,600.00 189.80

Pekerja 0.188 O/H 33,000.00 6,187.50

1 2 3 4 5 6 = 3x6

Mandor 0.019 O/H 60,000.00 1,128.00

Jumlah 110,393.90 Dibulatkan 110,390.00 1 M2 Keramik dinding 20/25 corak (Lt. 2)

Material 1.000 m2 82,648.40 82,648.40

Upah kerja 1.090 m2 27,745.50 30,242.60

Material 1.000 m2 82,648.40 82,648.40

Upah kerja 1.120 m2 27,745.50 31,074.96

Material 1.000 m2 82,648.40 82,648.40

Upah kerja 1.135 m2 27,745.50 31,491.14

Jumlah 114,139.54 Dibulatkan 114,130.00 53 1 M2 Keramik 30/30 DN putih

Keramik 30x30 KW1 DN putih setara Roman 12.000 bh 5,150.00 61,800.00

PC (50 kg) 8.000 kg 1,302.00 10,416.00

Pasir pasang 0.022 m3 210,700.00 4,530.05

Semen warma 0.013 kg 14,600.00 189.80

Pekerja 0.250 O/H 33,000.00 8,250.00

Mandor 0.013 O/H 60,000.00 750.00 Jumlah 92,343.85 Dibulatkan 92,340.00 1 M2 Keramik 30/30 DN putih (Lt. 2) Material 1.000 m2 76,935.85 76,935.85 Upah kerja 1.090 m2 15,408.00 16,794.72 Jumlah 93,730.57 Dibulatkan 93,730.00 1 M2 Keramik 30/30 DN putih (Lt. 3) Material 1.000 m2 76,935.85 76,935.85 Upah kerja 1.120 m2 15,408.00 17,256.96 Jumlah 94,192.81 Dibulatkan 94,190.00 1 M2 Keramik 30/30 DN putih (Lt. 4) Material 1.000 m2 76,935.85 76,935.85 Upah kerja 1.135 m2 15,408.00 17,488.08 Jumlah 94,423.93 Dibulatkan 94,420.00 54 1 M2 Keramik 40/40 Granit tile 40x40 1.000 m2 98,700.00 98,700.00 PC (50 kg) 8.000 kg 1,302.00 10,416.00 Pasir pasang 0.022 m3 210,700.00 4,530.05 Semen warma 0.013 kg 14,600.00 189.80 Pekerja 0.250 O/H 33,000.00 8,250.00

Mandor 0.013 O/H 60,000.00 750.00 Jumlah 129,243.85 Dibulatkan 129,240.00 1 M2 Keramik 40/40 (Lt. 2) Material 1.000 M2 113,835.85 113,835.85 Upah kerja 1.090 M2 15,408.00 16,794.72 Jumlah 130,630.57 Dibulatkan 130,630.00 55 1 M2 Pas. Bata merah 1pc:3ps t. 1 bata

Bata merah bakar kelas I 140.000 bh 705.00 98,700.00

PC (50 kg) 32.950 kg 1,302.00 42,900.90

Pasir pasang 0.091 m3 210,700.00 19,173.70

Pekerja 0.650 O/H 33,000.00 21,450.00

1 2 3 4 5 6 = 3x6

Mandor 0.030 O/H 60,000.00 1,800.00

Jumlah 194,704.60 Dibulatkan 194,700.00 1 M2 Pas. Bata merah 1pc:3ps t. 1 bata (Lt. 2)

Material 1.000 M2 160,774.60 160,774.60

Upah kerja 1.090 M2 33,930.00 36,983.70

Jumlah 197,758.30 Dibulatkan 197,750.00 1 M2 Pas. Bata merah 1pc:3ps t. 1 bata (Lt. 3)

Material 1.000 M2 160,774.60 160,774.60

Upah kerja 1.120 M2 33,930.00 38,001.60

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