rab wh amplas 2012-10-8 - rev 1-1,15 jt - spec ke bursa properti

BILL OF ITEMSPEKERJAAN STRUKTUR

PROYEK WARE HOUSE (12,00m x 30,00m)JL. AMPLAS - MEDAN

HARGA SATUAN

NO. URAIAN PEKERJAAN SAT. VOLUME (Rp.) JUMLAH HARGA

UPAH BAHAN (Rp.)

SUMMARY

I PEKERJAAN STRUKTURA PEKERJAAN STRUKTUR BETON 125,952,600.00 B PEKERJAAN STRUKTUR BAJA 136,932,286.34

II PEKERJAAN FINISHINGA PEKERJAAN DINDING & PELAPIS 74,006,071.92 B PEKERJAAN KUSEN, PINTU & JENDELA 44,706,550.00 C PEKERJAAN LANTAI & PELAPIS - D PEKERJAAN PLAFOND - E PEKERJAAN CAT 11,395,657.50 F PEKERJAAN SANITARY FIXTURES -

III PEKERJAAN ELEKTRIKAL & PLUMBING 4,682,500.00

IV PEKERJAAN LAIN-LAIN 8,630,000.00

SUB TOTAL 406,305,665.76

Profit dan Resiko kerja 10 % 40,630,566.58

GRAND TOTAL 446,936,232.33

ROUNDED 446,936,000.00

360.00 m2 1,241,490 / m2

HARGA SATUAN


UPAH BAHAN (Rp.)

I PEKERJAAN STRUKTUR

A PEKERJAAN STRUKTUR BETON

1 Pengukuran / bowplank m' 88.00 2,000.00 3,000.00 440,000.00

2 PONDASI TAPAK

m' 48.00 195,000.00 9,360,000.00

b. Pengadaan crane bantu ls 1.00 include di atas

bh 9.00 40,000.00 - 360,000.00

d. Galian tanah m3 37.13 35,000.00 1,299,550.00 e. Urugan pasir, tb = 50mm m3 0.93 17,500.00 96,000.00 105,555.00 f. Beton lantai kerja, tb = 50mm, mutu K-100 atau 1:3:5 m3 0.93 60,000.00 525,000.00 544,050.00 g. Beton cor mutu K-225 m3 4.75 65,000.00 661,500.00 3,450,875.00 h. Bekisting / acuan m2 15.84 30,000.00 40,000.00 1,108,800.00 i. Pembesian :

- D 13mm + Kawat Beton kg 696.44 1,500.00 8,500.00 6,964,430.00

3 BALOK SLOOFa. Galian tanah m3 19.19 35,000.00 671,650.00 b. Urugan pasir, tb = 50mm m3 1.15 17,500.00 96,000.00 130,525.00 c. Beton lantai kerja, tb = 50mm, mutu K-100 atau 1:3:5 m3 1.15 65,000.00 525,000.00 678,500.00 d. Beton cor mutu K-225 m3 6.14 65,000.00 661,500.00 4,460,710.00 e. Bekisting / acuan m2 61.42 35,000.00 45,000.00 4,913,600.00 f. Pembesian :

- D 14mm + Kawat Beton SNI kg 597.51 1,500.00 8,500.00 5,975,100.00 - D 16mm + Kawat Beton SNI kg 117.27 1,500.00 8,500.00 1,172,700.00

4 PLAT LANTAIa. Urugan pasir, tb = 20mm Utk Perataan Tanah Dasar / Sirtu m3 7.20 17,500.00 96,000.00 817,200.00 b. Beton lantai kerja, tb = 50mm, mutu K-100 atau 1:3:5 m3 18.00 - - - c.Platik Hitam m2 360.00 include 5,000.00 1,800,000.00 d. Beton cor mutu K-225, tb = 120mm m3 43.20 65,000.00 661,500.00 31,384,800.00 e. Pembesian wiremesh M6-150 (1 lapis) 5,8 MM PAS ( M6A ) m2 360.00 5,000.00 30,000.00 12,600,000.00 f. Finishing trowel finish m2 325.35 5,000.00 - 1,626,750.00

5 KOLOM STUMPa. Beton cor mutu K-225 m3 1.97 70,000.00 661,500.00 1,441,055.00 b. Bekisting / acuan m2 28.44 40,000.00 55,000.00 2,701,800.00 c. Pembesian :

- D 16mm + Kawat Beton SNI kg 379.18 1,500.00 8,500.00 3,791,800.00 - D 13mm + Kawat Beton SNI kg 136.56 1,500.00 8,500.00 1,365,600.00 - Ø 6mm + Kawat Beton kg 45.28 1,500.00 8,500.00 452,800.00

6 KOLOM PRAKTIS atau 1:2:3

a. Beton cor mutu K-175 m3 2.35 60,000.00 640,500.00 1,646,175.00 b. Bekisting / acuan m2 31.34 30,000.00 30,000.00 1,880,400.00 c. Pembesian :

a. Pengadaan, pemancangan tiang pancang mini pile 20 x 20, L = 6m

Mutu K-500 produksi PT. Perintis Pondasi Teknotama, daya dukung tiang 40 ton dengan tulangan 4 D 7 PC wire Prestressset, tulangan spiral Ø 4-150

c. Potong kepala tiang pancang (Cut off level), termasuk buang puing keluar lokasi

HARGA SATUAN


UPAH BAHAN (Rp.)

- D 10mm + Kawat Beton SNI kg 313.58 1,500.00 8,500.00 3,135,800.00 - Ø 6mm + Kawat Beton kg 95.75 1,500.00 8,500.00 957,500.00

7 RING BALOK / BALOK PRAKTISa. Beton cor mutu K-225 m3 3.89 60,000.00 661,500.00 2,806,635.00 b. Bekisting / acuan m2 51.91 30,000.00 30,000.00 3,114,600.00 c. Pembesian :

- D 12mm + Kawat Beton SNI kg 488.81 1,500.00 8,500.00 4,888,100.00 - Ø 6mm + Kawat Beton kg 95.53 1,500.00 8,500.00 955,300.00

8 CANOPY elevasi + 5,000m (diatas pintu Warehouse)8.a BALOK CANOPY :

a. Beton cor mutu K-175 m3 0.75 80,000.00 640,500.00 540,375.00 b. Bekisting / acuan m2 6.00 40,000.00 50,000.00 540,000.00 c. Pembesian :

- D 16mm + Kawat Beton SNI kg 107.30 1,500.00 8,500.00 1,073,000.00 - D 10mm + Kawat Beton SNI kg 8.00 1,500.00 8,500.00 80,000.00 - Ø 6mm + Kawat Beton kg 10.64 1,500.00 8,500.00 106,400.00

8.b PLAT CANOPY :a. Beton cor mutu K-175 m3 0.72 80,000.00 640,500.00 518,760.00 b. Bekisting / acuan m2 6.84 40,000.00 50,000.00 615,600.00 c. Pembesian wiremesh M6-150 (2 lapis) 5,8 MM PAS ( M6A ) m2 9.60 5,000.00 30,000.00 336,000.00 c. Pembesian standee Ø 16mm kg 10.90 1,500.00 8,500.00 109,000.00

9 CANOPY elevasi + 3,000m (diatas pintu Office)9.a BALOK CANOPY :

a. Beton cor mutu K-175 m3 0.42 60,000.00 640,500.00 294,210.00 b. Bekisting / acuan m2 4.20 30,000.00 30,000.00 252,000.00 c. Pembesian :

- D 16mm + Kawat Beton SNI kg 62.96 1,500.00 8,500.00 629,600.00 - D 10mm + Kawat Beton SNI kg 8.00 1,500.00 8,500.00 80,000.00 - Ø 6mm + Kawat Beton kg 7.62 1,500.00 8,500.00 76,200.00

9.b PLAT CANOPY :a. Beton cor mutu K-175 m3 0.99 60,000.00 640,500.00 693,495.00 b. Bekisting / acuan m2 9.06 30,000.00 30,000.00 543,600.00 c. Pembesian wiremesh M6-150 (2 lapis) 5,8 MM PAS ( M6A ) m2 13.20 5,000.00 30,000.00 462,000.00

TOTAL PEK. STRUKTUR BETON 125,952,600.00

STRUKTUR (Cont'd)

HARGA SATUAN


UPAH BAHAN (Rp.)

B PEKERJAAN STRUKTUR BAJA

1 KOLOM & RAFTER - WF 198 x 99 x 4,5 x 7 kg 2,172.60 2,750.00 8,900.00 25,310,790.00 - Plate, tb = 12mm kg 303.26 2,750.00 8,000.00 3,260,045.00 - Baut Ø 14mm bh 216.00 4,000.00 864,000.00

2 BASE PLAT - Plate, tb = 12mm kg 21.87 2,750.00 8,000.00 235,102.50 - Anchor bolt Ø16mm, L = 450mm bh 24.00 35,000.00 840,000.00

3 RANGKA ATAP MONITOR - WF 150 x 75 x 5 x 7 kg 651.84 2,750.00 8,900.00 7,593,936.00 - Plate, tb = 12mm kg 26.24 2,750.00 8,000.00 282,080.00

4 JALUSI MONITOR - Besi siku L 50 x 50 x 5 KS / SNI kg 333.00 2,750.00 8,500.00 3,746,250.00 - Round bar Ø 10mm kg 221.87 2,750.00 8,700.00 2,540,411.50

5 CLADDING MONITOR - Besi siku L 40 x 40 x 4 KS / SNI kg 15.00 2,750.00 8,500.00 168,750.00

- Atap metal galvalume, tb = 0,35mm m2 4.32 5,500.00 58,096.15 274,735.38

6 BEAM - WF 150 x 75 x 5 x 7 kg 420.00 2,750.00 8,900.00 4,893,000.00 - Plate, tb = 12mm kg 13.12 2,750.00 8,000.00 141,040.00 - Baut Ø 14mm bh 36.00 4,000.00 144,000.00

7 RANGKA ATAP - CNP 125 x 50 x 20 x 2,3 ( Ex Lokal ) Uk. Pas 120x35x8x2 mm Pas kg 2,439.00 2,750.00 7,500.00 24,999,750.00 - Plate, tb = 8mm kg 143.17 2,750.00 8,000.00 1,539,077.50 - Tie rod Ø 12mm kg 159.66 2,750.00 8,700.00 1,828,107.00 - Bracing Ø 16mm kg 218.04 2,750.00 7,820.00 2,304,682.80 - Turn buckle Ø 16mm bh 24.00 25,000.00 600,000.00 - Baut HTB Ø 12mm bh 512.00 2,000.00 1,024,000.00

- Atap metal galvalume, tb = 0,35mm m2 432.40 5,500.00 58,096.15 27,498,976.92

- Atap fibre glass lebar 65 cm x 2.5 m tebal 2 mm ex. Lokal m2 18.00 5,500.00 195,000.00 3,609,000.00 8 RANGKA LISTPLANK

- Besi siku L 40 x 40 x 4 KS / SNI kg 92.26 2,750.00 8,500.00 1,037,925.00


9 TALANG DATAR - Besi siku L 40 x 40 x 4 KS / SNI kg 77.44 2,750.00 8,500.00 871,200.00 - Talang Seng Galvalum t=0.35 mm m' 30.00 40,000.00 60,000.00 3,000,000.00

10 PARTISI DEPAN - Besi hollow 20 x 40 x 18 kg 310.60 include 14,000.00 4,348,400.00

11 Cat baja Zinc Chromate + Finish Primer - Kansai, Finsih - Bee Brand kg 7,677.25 include 1,750.00 13,435,187.50

TOTAL PEK. STRUKTUR BAJA 136,932,286.34

Lebar Efektif 65 cm AZ 150 Produksi PT. Central Mandiri Cemerlang



HARGA SATUAN


UPAH BAHAN (Rp.)

II PEKERJAAN FINISHING

A PEKERJAAN DINDING & PELAPIS

1 Pasangan dinding batu bata ½ bt, camp. 1 : 4 m2 506.64 18,000.00 65,922.00 42,518,242.08 2 Plesteran bata, camp. 1 : 4, tb = 20mm m2 924.94 17,000.00 15,836.00 30,371,329.84 3 Plesteran beton garuk : -

- perjarak 150mm m2 9.16 50,000.00 20,000.00 641,200.00 - perjarak 50mm m2 6.79 50,000.00 20,000.00 475,300.00

4 Dinding keramik ukuran 200mm x 250mm - pada Toilet m2 28.80 Not Include

TOTAL PEK. DINDING & PELAPIS 74,006,071.92

B PEKERJAAN KUSEN, PINTU & JENDELA

- Kusen 3" Aluminium CA ex. Damai Abadi - Kaca polos 12mm (non standard) - Slidding window ex. Alexindo - Kaca Susu & Rayban 5mm Ex. Asahi - Silicone

1 Pintu Utama type PU / J 1 unit 1.00 include 7,950,000.00 7,950,000.00 2 Pintu type PG Pintu besi unit 1.00 include 22,500,000.00 22,500,000.00 3 Pintu type P 1 unit 1.00 include 2,655,000.00 2,655,000.00 4 Pintu type P 2 unit 2.00 include 400,000.00 800,000.00 5 Pintu type P 3 Pintu besi unit 1.00 include 3,500,000.00 3,500,000.00 6 Jendela type J 2 unit 1.00 include 2,463,550.00 2,463,550.00 7 Jendela type J 3 unit 1.00 include 3,588,000.00 3,588,000.00 8 Jendela ventilasi type V 1 unit 1.00 include 550,000.00 550,000.00 9 Jendela ventilasi type V 2 unit 1.00 include 200,000.00 200,000.00 10 Grill besi hollow 20 x 40 x 18 unit 1.00 include 500,000.00 500,000.00

TOTAL PEK. KUSEN, PINTU & JENDELA 44,706,550.00

C PEKERJAAN LANTAI & PELAPIS

1 Lantai keramik ukuran 200mm x 200mm pada : - Ruang Kantor m2 21.60 Not Include - - Teras m2 5.10 Not Include -

2 Lantai keramik ukuran 200mm x 200mm pada : - Toilet m2 8.00 Not Include -

3 Plint keramik m' 18.30 Not Include -

TOTAL PEK. LANTAI & PELAPIS -

HARGA SATUAN


UPAH BAHAN (Rp.)

D PEKERJAAN PLAFOND

1 Plafond gypsum 9mm ex. Jaya plasterboard,jenis standard core - system Flat concealeddengan rangka furing lokal pada : - Ruang Kantor m2 21.60 Not Include - - Toilet m2 8.00 Not Include -

2 List plafond m' 36.70 Not Include -

TOTAL PEK. PLAFOND -

E PEKERJAAN CAT

1 Cat emulsion ex. Mowilex - Cendana pada : - Dinding dalam m2 673.17 include 9,750.00 6,563,407.50 - Plafond m2 29.60 Not Include -

2 Cat emulsion ex. Mowilex weathercoat Exterior pada : - Dinding luar m2 193.29 include 25,000.00 4,832,250.00

TOTAL PEK. CAT 11,395,657.50

F PEKERJAAN SANITARY FIXTURES

1 Closet duduk produksi TOTO bh 1.00 Not Include -

2 Closet jongkok produksi TOTO bh 1.00 Not Include - 3 Wastafel TOTO bh 2.00 Not Include - 4 Floor drain produksi San Ei bh 2.00 Not Include - 5 Kran produksi San Ei bh 2.00 Not Include - 6 Cermin 5 mm beuvel 3 cm termasuk backing frame bh 2.00 Not Include - 7 Meja pantry lapis keramik, ukuran 0,60m x 1,00 m unit 2.00 Not Include -

TOTAL PEK. SANITARY -

HARGA SATUAN


UPAH BAHAN (Rp.)

III PEKERJAAN ELEKTRIKAL & PLUMBING

PEKERJAAN ELEKTRIKAL

1 Pemasangan stop kontak 1 phase ex. Clipsal Bh 5.00 Not Include - 2 Pemasangan saklar tunggal ex. Clipsal Bh 2.00 7,500.00 30,000.00 75,000.00 3 Pemasangan saklar serie ex. Clipsal Bh 4.00 Not Include - 4 Titik instalasi penerangan NYM 3x2,5 mm + ttk 8.00 30,000.00 250,000.00 2,240,000.00

pipa conduit Ø 20 mm5 Titik instalasi stop kontak, NYM 3x2,5 mm + ttk 5.00 Not Include -

pipa conduit Ø 20 mm

6 lampu TL 1 x 36 w ex Philips (TKO) bengkel bh 4.00 Not Include -

7 lampu TL 2 x 36 w ex Philips (TKO) bengkel bh 8.00 20,000.00 180,000.00 1,600,000.00

8 lampu Down light PL 18 w ex Artolite (inbow) Bh 7.00 Not Include -

PEKERJAAN PLUMBING

9 Pengadaan meteran air PDAM unit 1.00 Not Include - AIR BERSIH

10 Pemasangan pipa PVC Maspion AW Ø 1" m' 13.00 17,500.00 227,500.00 AIR BEKAS

11 Pemasangan pipa PVC Maspion D Ø 3" m' 14.00 45,000.00 630,000.00 AIR HUJAN

12 Pemasangan pipa PVCMaspion AW Ø 4" m' 45.00 85,000.00 3,825,000.00

TOTAL PEK. ELEKTRIKAL & PLUMBING 4,682,500.00

IV PEKERJAAN LAIN-LAIN

1 Septictank unit 1.00 include 3,500,000.00 3,500,000.00 2 Buis beton Ø 30 cm ( tanpa tul ) + korek tanah Produksi lokal m' 36.00 20,000.00 60,000.00 2,880,000.00 3 Bak Kontrol 40 x 40 + tutup beton bh 6.00 include 375,000.00 2,250,000.00

TOTAL PEK. LAIN-LAIN 8,630,000.00

Armature : Lokal (Hannock : Diamond), Komponen Penyalaan : Philips


Armature : Artolite, Komponen Penyalaan : Philips

BILL OF ITEMSPEKERJAAN STRUKTUR

PROYEK WARE HOUSE (18,00m x 30,00m)JL. AMPLAS - MEDAN

HARGA SATUAN


UPAH BAHAN (Rp.)

SUMMARY

I PEKERJAAN STRUKTURA PEKERJAAN STRUKTUR BETON 161,732,511.00 B PEKERJAAN STRUKTUR BAJA 179,133,696.53

II PEKERJAAN FINISHINGA PEKERJAAN DINDING & PELAPIS 124,377,900.00 B PEKERJAAN KUSEN, PINTU & JENDELA 53,585,000.00 C PEKERJAAN LANTAI & PELAPIS - D PEKERJAAN PLAFOND - E PEKERJAAN CAT 16,302,457.50 F PEKERJAAN SANITARY FIXTURES -

III PEKERJAAN ELEKTRIKAL & PLUMBING 10,037,500.00

IV PEKERJAAN LAIN-LAIN 19,430,000.00

SUB TOTAL 564,599,065.03

Profit dan Resiko kerja 10% 56,459,906.50

GRAND TOTAL 621,058,971.53

ROUNDED 621,000,000.00

540.00 m2 1,150,000 / m2

HARGA SATUAN


UPAH BAHAN (Rp.)

I PEKERJAAN STRUKTUR

A PEKERJAAN STRUKTUR BETON

1 Pengukuran / bowplank m' 100.00 2,000.00 3,000.00 500,000.00

2 PONDASI TAPAK

m' 54.00 195,000.00 10,530,000.00

b. Pengadaan crane bantu ls 1.00 include di atas

bh 9.00 40,000.00 - 360,000.00

d. Galian tanah m3 37.13 35,000.00 1,299,550.00 e. Urugan pasir, tb = 50mm m3 0.93 17,500.00 96,000.00 105,555.00 f. Beton lantai kerja, tb = 50mm, mutu K-100 atau 1:3:5 m3 0.93 60,000.00 525,000.00 544,050.00 g. Beton cor mutu K-225 m3 5.18 65,000.00 661,500.00 3,766,176.00 h. Bekisting / acuan m2 15.84 30,000.00 40,000.00 1,108,800.00 i. Pembesian :

- D 13mm+ Kawat Beton kg 759.76 1,500.00 8,500.00 7,597,560.00

3 BALOK SLOOFa. Galian tanah m3 23.19 35,000.00 811,650.00 b. Urugan pasir, tb = 50mm m3 1.39 17,500.00 96,000.00 157,765.00 c. Beton lantai kerja, tb = 50mm, mutu K-100 atau 1:3:5 m3 1.39 65,000.00 525,000.00 820,100.00 d. Beton cor mutu K-225 m3 7.42 65,000.00 661,500.00 5,390,630.00 e. Bekisting / acuan m2 74.22 35,000.00 45,000.00 5,937,600.00 f. Pembesian :

- D 14mm+ Kawat Beton SNI kg 722.04 1,500.00 8,500.00 7,220,400.00 - D 16mm+ Kawat Beton SNI kg 141.71 1,500.00 8,500.00 1,417,100.00

4 PLAT LANTAIa. Urugan pasir, tb = 20mm Utk Perataan Tanah Dasar / Sirtu m3 10.80 17,500.00 96,000.00 1,225,800.00 b. Beton lantai kerja, tb = 50mm, mutu K-100 atau 1:3:5 m3 27.00 - - - c.Platik Hitam m2 540.00 include 5,000.00 2,700,000.00 d. Beton cor mutu K-225, tb = 120mm m3 64.80 65,000.00 661,500.00 47,077,200.00 e. Pembesian wiremesh M6-150 (1 lapis) 5,8 MM PAS ( M6A ) m2 540.00 5,000.00 30,000.00 18,900,000.00 f. Finishing trowel finish m2 481.35 5,000.00 - 2,406,750.00

5 KOLOM STUMPa. Beton cor mutu K-225 m3 1.97 70,000.00 661,500.00 1,441,055.00 b. Bekisting / acuan m2 28.44 40,000.00 55,000.00 2,701,800.00 c. Pembesian :

- D 16mm+ Kawat Beton SNI kg 379.18 1,500.00 8,500.00 3,791,800.00 - D 13mm+ Kawat Beton SNI kg 136.56 1,500.00 8,500.00 1,365,600.00 - Ø 6mm+ Kawat Beton kg 45.28 1,500.00 8,500.00 452,800.00

6 KOLOM PRAKTISa. Beton cor mutu K-175 atau 1:2:3 m3 2.46 60,000.00 640,500.00 1,723,230.00 b. Bekisting / acuan m2 32.69 30,000.00 30,000.00 1,961,400.00

a. Pengadaan, pemancangan tiang pancang mini pile 20 x 20, L = 6m

Mutu K-500 produksi PT. Perintis Pondasi Teknotama, daya dukung tiang 40 ton dengan tulangan 4 D 7 PC wire Prestressset, tulangan spiral Ø 4-150

c. Potong kepala tiang pancang (Cut off level), termasuk buang puing keluar lokasi

HARGA SATUAN


UPAH BAHAN (Rp.)

c. Pembesian : - - D 10mm+ Kawat Beton SNI kg 326.90 1,500.00 8,500.00 3,269,000.00 - Ø 6mm+ Kawat Beton kg 99.88 1,500.00 8,500.00 998,800.00

7 RING BALOK / BALOK PRAKTISa. Beton cor mutu K-225 m3 4.82 60,000.00 661,500.00 3,477,630.00 b. Bekisting / acuan m2 64.31 30,000.00 30,000.00 3,858,600.00 c. Pembesian :

- D 12mm+ Kawat Beton SNI kg 606.85 1,500.00 8,500.00 6,068,500.00 - Ø 6mm+ Kawat Beton kg 117.30 1,500.00 8,500.00 1,173,000.00

8 CANOPY elevasi + 5,000m (diatas pintu Warehouse)8.a BALOK CANOPY :

a. Beton cor mutu K-175 atau 1:2:3 m3 0.75 80,000.00 640,500.00 540,375.00 b. Bekisting / acuan m2 6.00 40,000.00 50,000.00 540,000.00 c. Pembesian :

- D 16mm+ Kawat Beton SNI kg 107.30 1,500.00 8,500.00 1,073,000.00 - D 10mm+ Kawat Beton SNI kg 8.00 1,500.00 8,500.00 80,000.00 - Ø 6mm+ Kawat Beton kg 10.64 1,500.00 8,500.00 106,400.00

8.b PLAT CANOPY :a. Beton cor mutu K-175 m3 0.72 80,000.00 640,500.00 518,760.00 b. Bekisting / acuan m2 6.84 40,000.00 50,000.00 615,600.00 c. Pembesian wiremesh M6-150 (2 lapis) 5,8 MM PAS ( M6A ) m2 9.60 5,000.00 30,000.00 336,000.00 c. Pembesian standee Ø 16mm kg 10.90 1,500.00 8,500.00 109,000.00

9 CANOPY elevasi + 3,000m (diatas pintu Office)9.a BALOK CANOPY :

a. Beton cor mutu K-175 atau 1:2:3 m3 0.84 80,000.00 640,500.00 605,220.00 b. Bekisting / acuan m2 8.40 30,000.00 30,000.00 504,000.00 c. Pembesian :

- D 16mm+ Kawat Beton SNI kg 125.92 1,500.00 8,500.00 1,259,200.00 - D 10mm+ Kawat Beton SNI kg 16.00 1,500.00 8,500.00 160,000.00 - Ø 6mm+ Kawat Beton kg 15.24 1,500.00 8,500.00 152,400.00

9.b PLAT CANOPY :a. Beton cor mutu K-175 atau 1:2:3 m3 1.71 80,000.00 640,500.00 1,232,055.00 b. Bekisting / acuan m2 15.71 30,000.00 30,000.00 942,600.00 c. Pembesian wiremesh M6-150 (2 lapis) 5,8 MM PAS ( M6A ) m2 22.80 5,000.00 30,000.00 798,000.00

TOTAL PEK. STRUKTUR BETON 161,732,511.00

STRUKTUR (Cont'd)

HARGA SATUAN


UPAH BAHAN (Rp.)

B PEKERJAAN STRUKTUR BAJA

1 KOLOM & RAFTER - WF 200 x 100 x 5,5 x 8 kg 3,200.00 2,750.00 8,900.00 37,280,000.00 - Plate, tb = 12mm kg 256.61 2,750.00 8,000.00 2,758,557.50 - Baut Ø 14mm bh 216.00 include 4,000.00 864,000.00

2 BASE PLAT - Plate, tb = 12mm kg 21.87 2,750.00 8,000.00 235,102.50 - Anchor bolt Ø16mm, L = 450mm bh 24.00 35,000.00 840,000.00

3 RANGKA ATAP MONITOR - WF 150 x 75 x 5 x 7 kg 623.84 2,750.00 8,900.00 7,267,736.00 - Plate, tb = 12mm kg 13.12 2,750.00 8,000.00 141,040.00

4 JALUSI MONITOR - Besi siku L 50 x 50 x 5 KS / SNI kg 555.00 2,750.00 8,500.00 6,243,750.00 - Round bar Ø 10mm kg 369.78 2,750.00 8,700.00 4,233,981.00

5 CLADDING MONITOR - Besi siku L 40 x 40 x 4 KS / SNI kg 15.00 2,750.00 8,500.00 168,750.00


6 BEAM - WF 150 x 75 x 5 x 7 kg 420.00 2,750.00 8,900.00 4,893,000.00 - Plate, tb = 12mm kg 21.87 2,750.00 8,000.00 235,102.50 - Baut Ø 14mm bh 36.00 include 4,000.00 144,000.00

7 RANGKA ATAP - CNP 125 x 50 x 20 x 2,3 ( Ex Lokal ) Uk. Pas 120x35x8x2 mm Pas kg 3,279.00 2,750.00 7,500.00 33,609,750.00 - Plate, tb = 8mm kg 187.00 2,750.00 8,000.00 2,010,250.00 - Tie rod Ø 12mm kg 247.22 2,750.00 8,700.00 2,830,669.00 - Bracing Ø 16mm kg 218.04 2,750.00 7,820.00 2,304,682.80 - Turn buckle Ø 16mm bh 48.00 include 25,000.00 1,200,000.00 - Baut HTB Ø 12mm bh 512.00 include 2,000.00 1,024,000.00

- Atap metal galvalume, tb = 0,35mm m2 574.80 5,500.00 58,096.15 36,555,067.02

- Atap fibre glass lebar 65 cm x 2.5 m tebal 2 mm ex. Lokal m2 43.20 5,500.00 195,000.00 8,661,600.00 8 RANGKA LISTPLANK -

- Besi siku L 40 x 40 x 4 KS / SNI kg 145.20 2,750.00 8,500.00 1,633,500.00


9 TALANG DATAR - - Besi siku L 40 x 40 x 4 KS / SNI kg 77.44 2,750.00 8,500.00 871,200.00 - Talang Seng Galvalum t=0.35 mm m' 30.00 40,000.00 60,000.00 3,000,000.00

10 PARTISI DEPAN - - Besi hollow 20 x 40 x 18 kg 310.60 include 14,000.00 4,348,400.00

11 Cat baja Zinc Chromate + Finish Primer - Kansai, Finsih - Bee Brand kg 8,419.45 include 1,750.00 14,734,037.50

TOTAL PEK. STRUKTUR BAJA 179,133,696.53




HARGA SATUAN


UPAH BAHAN (Rp.)

II PEKERJAAN FINISHING

A PEKERJAAN DINDING & PELAPIS

1 Pasangan dinding batu bata ½ bt, camp. 1 : 4 m2 726.00 18,000.00 75,000.00 67,518,000.00 2 Plesteran bata, camp. 1 : 4, tb = 20mm m2 1,382.00 17,000.00 22,300.00 54,312,600.00 3 Pasangan dinding bata exposed m2 6.16 30,000.00 75,000.00 646,800.00 4 Plesteran beton garuk :

- perjarak 150mm m2 18.75 50,000.00 20,000.00 1,312,500.00 - perjarak 50mm m2 8.40 50,000.00 20,000.00 588,000.00

5 Dinding keramik ukuran 200mm x 250mmpada Toilet m2 28.80 Not Include

TOTAL PEK. DINDING & PELAPIS 124,377,900.00

B PEKERJAAN KUSEN, PINTU & JENDELA

- Kusen 3" Aluminium CA ex. Damai Abadi - Kaca polos 12mm (non standard) - Slidding window ex. Alexindo - Kaca Susu & Rayban 5mm Ex. Asahi - Silicone

1 Pintu Utama type PU / J 1 unit 1.00 7,950,000.00 7,950,000.00 2 Pintu type PG Pintu besi unit 1.00 22,500,000.00 22,500,000.00 3 Pintu type P 1 unit 1.00 2,655,000.00 2,655,000.00 4 Pintu type P 2 unit 2.00 400,000.00 800,000.00 5 Pintu type P 3 Pintu besi unit 1.00 3,500,000.00 3,500,000.00 6 Jendela type J 2 unit 1.00 11,880,000.00 11,880,000.00 7 Jendela type J 3 unit 1.00 2,500,000.00 2,500,000.00 8 Jendela ventilasi type V 1 unit 2.00 550,000.00 1,100,000.00 9 Jendela ventilasi type V 2 unit 1.00 200,000.00 200,000.00 10 Grill besi hollow 20 x 40 x 18 unit 1.00 500,000.00 500,000.00

TOTAL PEK. KUSEN, PINTU & JENDELA 53,585,000.00

C PEKERJAAN LANTAI & PELAPIS

1 Lantai keramik ukuran 400mm x 400mm pada : - Ruang Kantor m2 57.15 Not Include - Teras m2 5.10 Not Include

2 Lantai keramik ukuran 200mm x 200mm pada : - Toilet m2 8.00 Not Include

3 Plint keramik m' 30.15 Not Include

TOTAL PEK. LANTAI & PELAPIS -

HARGA SATUAN


UPAH BAHAN (Rp.)

D PEKERJAAN PLAFOND

1 Plafond gypsum 9mm ex. Jaya plasterboard,jenis standard core - system Flat concealeddengan rangka furing lokal pada : - Ruang Kantor m2 57.15 Not Include - Toilet m2 8.00 Not Include

2 List plafond m' 48.55 Not Include

TOTAL PEK. PLAFOND -

E PEKERJAAN CAT

1 Cat emulsion ex. Mowilex - Cendana pada : - Dinding dalam m2 789.97 include 9,750.00 7,702,207.50 - Plafond m2 65.15 Not Include

2 Cat emulsion ex. Mowilex weathercoat Exterior pada : - Dinding luar m2 344.01 include 25,000.00 8,600,250.00

TOTAL PEK. CAT 16,302,457.50

F PEKERJAAN SANITARY FIXTURES

1 Closet duduk produksi TOTO bh 1.00 Not Include 2 Closet jongkok produksi TOTO bh 1.00 Not Include 3 Wastafel TOTO bh 2.00 Not Include 4 Floor drain produksi San Ei bh 2.00 Not Include 5 Kran produksi San Ei bh 2.00 Not Include 6 Cermin 5 mm beuvel 3 cm termasuk backing frame bh 2.00 Not Include 7 Meja pantry lapis keramik, ukuran 0,60m x 1,00 m unit 2.00 Not Include

TOTAL PEK. CAT -

HARGA SATUAN


UPAH BAHAN (Rp.)

III PEKERJAAN ELEKTRIKAL & PLUMBING

PEKERJAAN ELEKTRIKAL

1 Pemasangan stop kontak 1 phase Bh 5.00 Not Include 2 Pemasangan saklar tunggal ex. Clipsal Bh 2.00 7,500.00 30,000.00 75,000.00 3 Pemasangan saklar serie Bh 4.00 Not Include 4 Titik instalasi penerangan NYM 3x2,5 mm + ttk 11.00 30,000.00 250,000.00 3,080,000.00

pipa conduit Ø 20 mm5 Titik instalasi stop kontak, NYM 3x2,5 mm + ttk 5.00 Not Include

pipa conduit Ø 20 mm

6 lampu TL 1 x 36 w ex Philips (TKO) bengkel bh 4.00 Not Include

7 lampu TL 2 x 36 w ex Philips (TKO) bengkel bh 11.00 20,000.00 180,000.00 2,200,000.00

8 lampu Down light PL 18 w ex Artolite (inbow) Bh 7.00 Not Include

PEKERJAAN PLUMBING

9 Pengadaan meteran air PDAM unit 1.00 Not Include AIR BERSIH

10 Pemasangan pipa PVC Wavin AW Ø 1" m' 13.00 17,500.00 227,500.00 AIR BEKAS

11 Pemasangan pipa PVC Maspion D Ø 3" m' 14.00 45,000.00 630,000.00 AIR HUJAN

12 Pemasangan pipa PVC Wavin AW Ø 4" m' 45.00 85,000.00 3,825,000.00

TOTAL PEK. ELEKTRIKAL & PLUMBING 10,037,500.00

IV PEKERJAAN LAIN-LAIN

1 Septictank unit 1.00 include 3,500,000.00 3,500,000.00 2 Buis beton Ø 30 cm ( tanpa tul ) + korek tanah Produksi lokal m' 36.00 20,000.00 60,000.00 2,880,000.00 3 Bak Kontrol 40 x 40 + tutup beton bh 6.00 include 375,000.00 2,250,000.00 4 Timbunan Sirtu 20 cm m2 540.00 20,000.00 10,800,000.00

TOTAL PEK. LAIN-LAIN 19,430,000.00


BILL OF ITEMSPEKERJAAN STRUKTURPROYEK WARE HOUSEJL. AMPLAS - MEDAN

NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA

(Rp.)

I PEKERJAAN PERSIAPAN

1 Mobilisasi & Demobilisasi Peralatan & Tenaga Kerja lot 1.00 -

2 Pengadaan / Pembuatan Bangunan sementara : - Kantor Lapangan Kontraktor lot 1.00 7,000,000.00 - Gudang material & Peralatan lot 1.00 4,000,000.00 - Barak kerja / los kerja lot 1.00 2,400,000.00

3 Listrik kerja, instalasi dan lampu-lampu penerangan lot 1.00 -

4 Air kerja, instalasi, pompa & tangki penampung lot 1.00 4,500,000.00

5 Pengadaan peralatan & perlengkapan kerja lot 1.00 -

6 Proyek Manajemen dan Biaya Administrasi Lapangan lot 1.00 50,000,000.00

7 Keamanan Proyek lot 1.00 25,000,000.00

8 Asuransi : - Astek/ Jamsostek lot 1.00 - - CAR & TPL lot 1.00 -

9 Pembersihan berkala & akhir pelaksanaan lot 1.00 15,000,000.00

107,900,000.00

rab wh amplas 2012-10-8 - rev 1-1,15 jt - spec ke bursa properti

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