RAB Ampera Renovasi
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RENCANA ANGGARAN BIAYA ( RAB ) RENOVASI UNIT A2 ANGGREK MAS TOWN HOUSE ( Lantai 1 ) No. JENIS PEKERJAAN ANALISA VOLUME SATUAN H. SATUAN ( Rp. ) 1 2 3 4 5 6 A PEKERJAAN PEMBONGKARAN 1.01 Pembongkaran Pintu / Jendela - Pembongkaran pintu garasi 1.00 Unit - Pembongkaran pintu single swing 1.00 Unit - Pembongkaran jendela double swing 1.00 Unit 1.02 Pembongkaran Lantai keramik - Pembongkaran lantai uk. ( 1m x 2m ) 2.00 M2 Sub. Jumlah : B PEKERJAAN PEMASANGAN 2.01 Pemasangan Pintu / Jendela - Pemasangan pintu double swing 1.00 Unit - Pemasangan jendela double swing 1.00 Unit 2.02 Pemasangan lantai keramik - Pemasangan keramik teras 9.00 M2 - Pemasangan keramik garasi 27.00 M2 Sub. Jumlah : Total Biaya Tahap I ( A + B )………………………………………………………….. Jumlah Total Biaya……………………………………………………………………………………………. Terbilang :
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merpakan rencana anggaran biaya untuk pekerjaan renovasi rumah tinggal dengan mengunakan SNI sebagai acuan harga analisa satuan
Transcript of RAB Ampera Renovasi
RENCANA ANGGARAN BIAYA ( RAB ) RENOVASI UNIT A2ANGGREK MAS TOWN HOUSE ( Lantai 1 )
JUMLAHNo. JENIS PEKERJAAN ANALISA VOLUME SATUAN H. SATUAN HARGA
( Rp. ) ( Rp. )1 2 3 4 5 6 7A PEKERJAAN PEMBONGKARAN
1.01 Pembongkaran Pintu / Jendela - Pembongkaran pintu garasi 1.00 Unit - Pembongkaran pintu single swing 1.00 Unit - Pembongkaran jendela double swing 1.00 Unit
1.02 Pembongkaran Lantai keramik - Pembongkaran lantai uk. ( 1m x 2m ) 2.00 M2
Sub. Jumlah : Rp - B PEKERJAAN PEMASANGAN
2.01 Pemasangan Pintu / Jendela - Pemasangan pintu double swing 1.00 Unit - Pemasangan jendela double swing 1.00 Unit
2.02 Pemasangan lantai keramik - Pemasangan keramik teras 9.00 M2 - Pemasangan keramik garasi 27.00 M2
Sub. Jumlah : Rp - Total Biaya Tahap I ( A + B )………………………………………………………….. Rp - Jumlah Total Biaya……………………………………………………………………………………………. Rp - Terbilang :
RENCANA ANGGARAN BIAYA ( RAB ) RENOVASI UNIT A2ANGGREK MAS TOWN HOUSE ( Lantai 2 )
JUMLAHNo. JENIS PEKERJAAN ANALISA VOLUME SATUAN H. SATUAN HARGA
( Rp. ) ( Rp. )1 2 3 4 5 6 7A PEKERJAAN PEMBONGKARAN
1.01 Pembongkaran Pintu / Jendela - Pembongkaran pintu toilet - 1 ( single swing ) 1.00 Unit - Pembongkaran pintu kamar -1 ( single swing ) 1.00 Unit
1.02 Pembongkaran dinding batu bata & plesteran - Dinding kamar - 1 6.00 M2 - Dinding toilet - 1 6.00 M2
1.03 Pembongkaran Lantai keramik - Pembongkaran lantai untuk toilet - 2 uk. ( 1.5m x 1.5m ) 2.25 M2
Sub. Jumlah : Rp - B PEKERJAAN PEMASANGAN
2.01 Pemasangan Pintu / Jendela - Pemasangan pintu kamar -1 ( single swing ) 1.00 Unit - Pemasangan pintu toilet - 1 ( single swing ) 1.00 Unit - Pemasangan pintu toilet - 2 ( single swing ) 1.00 Unit
2.02 Pemasangan dinding batu bata & plesteran - Pemasangan dinding kamar - 1 6.00 M2 - Pemasangan dinding kamar utama 18.00 M2 - Pemasangan dinding toilet 6.00 M2
2.03 Pemasangan Lantai keramik - Pemasangan lantai untuk toilet - 2 uk. ( 1.5m x 1.5m ) 2.25 M2
2.04 Pemasangan dinding keramik - Pemasangan dinding untuk toilet - 2 uk. ( 1.5m x 1.5m ) 10.50 M2
2.05 Pemasangan aksesories kamar mandi - Pemasangan kloset duduk 1.00 Unit - Pemasangan kran kamar mandi 1.00 Unit - Pemasangan floor drain kamar mandi 1.00 Unit
Sub. Jumlah : Rp - Total Biaya Tahap I ( A + B )………………………………………………………….. Rp - Jumlah Biaya……………………………………………………………………………………………. Rp - Terbilang :
RENCANA ANGGARAN BIAYA ( RAB ) RENOVASI UNIT A2ANGGREK MAS TOWN HOUSE ( Lantai 3 )
JUMLAHNo. JENIS PEKERJAAN ANALISA VOLUME SATUAN H. SATUAN HARGA
( Rp. ) ( Rp. )1 2 3 4 5 6 7A PEKERJAAN PEMBONGKARAN
- Sub. Jumlah : Rp -
B PEKERJAAN PEMASANGAN2.02 Pemasangan dinding batu bata & plesteran
- Pemasangan dinding void 3.00 M2
Sub. Jumlah : Rp - Total Biaya Tahap I ( A + B )………………………………………………………….. Rp - Jumlah Biaya……………………………………………………………………………………………. Rp - Terbilang :
SUMMARY/ REKAPITULASI KESELURUHAN
PROJECT : REFURBISH RSUD GUNUNGSITOLI PHASE-1LOKASI : GUNUNGSITOLI, NIAS, SUMATRA UTARA
No URAIAN PEKERJAAN TOTAL PRICE (IDR)
A GROUND FLOORPRELIMINARIES Rp - DEMOLISHING WORK Rp - FLOORING WORK Err:509WALLING WORK Err:509CONCRETE WORK Err:509MECHANICAL & ELECTRICAL WORK Err:509CEILING WORK Err:509PAINTING WORK Err:509PEKERJAAN LAIN-LAIN Err:509
JUMLAH TOTAL A …………………………………………………. Rp - B FIRST FLOOR
PRELIMINARIES Rp - DEMOLISHING WORK Rp - FLOORING WORK Err:509WALLING WORK Err:509CONCRETE WORK Err:509MECHANICAL & ELECTRICAL WORK Err:509CEILING WORK Err:509PAINTING WORK Err:509PEKERJAAN LAIN-LAIN Err:509
JUMLAH TOTAL B …………………………………………………. Err:509C SECOND FLOOR
PRELIMINARIES #REF!DEMOLISHING WORK #REF!FLOORING WORK #REF!WALLING WORK #REF!CONCRETE WORK #REF!MECHANICAL & ELECTRICAL WORK #REF!CEILING WORK #REF!PAINTING WORK #REF!PEKERJAAN LAIN-LAIN #REF!
JUMLAH TOTAL C …………………………………………………. #REF!
D PROVISIONAL SUMDesign changes, etc. Rp -
Total Keseluruhan A + B + C + D…………… Err:509
Total Dibulatkan…………… Err:509
Err:509Terbilang :
Medan, Juni 2011Dibuat oleh:
BIDS DOCUMENTSFOR
RSU GUNUNG SITOLI
FORM STANDARD OF UNIT PRICE ANALYSIS
1 Temporary Fancing
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
A.0 Labours 0.2000 md Labour 54,000.00 10,800.00 0.4000 md Foreman 64,800.00 25,920.00 0.0200 md Masonry 64,800.00 1,296.00 0.0200 md Lead the Worker 86,400.00 1,728.00
Sub Total 39,744.00 Materials 1.2500 Nos Dolken dia 8-10/400 cm 20,000.00 25,000.00 2.5000 Kg Cement PC @ 40 Kg 1,300.00 3,250.00 1.2000 Nos Zinc 3"-5" 125,000.00 150,000.00 0.0050 M3 Sand Concrete 180,000.00 900.00 0.0090 M3 Stone 150,000.00 1,350.00 0.0720 M3 Wood 5/7 2,000,000.00 144,000.00 0.0600 Kg Nail 2" - 5" 7,500.00 450.00 0.4000 Ltr Residu 25,000.00 10,000.00
Sub Total 334,950.00 Total Amount 374,694.00 Round 374,700.00
2 Temporary Store
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
A.0 Labours 2.0000 md Labour 54,000.00 108,000.00 1.0000 md Foreman 64,800.00 64,800.00 0.2000 md Masonry 64,800.00 12,960.00 0.0500 md Lead the Worker 86,400.00 4,320.00
Sub Total 190,080.00 Materials 1.7000 Nos Dolken dia 8-10/400 cm 65,000.00 110,500.00 0.2100 M3 Wood 5/7 2,000,000.00 420,000.00 0.3000 kg Nail 2" - 5" 7,500.00 2,250.00 10.0000 Kg Cement PC @ 40 Kg 1,300.00 13,000.00 0.0300 M3 Sand Concrete 180,000.00 5,400.00 0.0500 M3 Stone 150,000.00 7,500.00 1.5000 Nos Zinc 3"-5" 125,000.00 187,500.00
Sub Total 746,150.00 Total Amount 936,230.00 Round 936,300.00
1 M2
1 M2
D12
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D36
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BIDS DOCUMENTSFOR
RSU GUNUNG SITOLI
FORM STANDARD OF UNIT PRICE ANALYSIS
3 Measuring
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
A.0.1 Labours 0.1000 md Labour 54,000.00 5,400.00 0.0050 md Foreman 64,800.00 324.00 0.0500 md Masonry 64,800.00 3,240.00 0.0050 md Lead the Worker 86,400.00 432.00
Sub Total 9,396.00 Materials 0.0106 m3 Wood Sembarang 2,000,000.00 21,200.00 0.0500 kg Nail 7,500.00 375.00
Sub Total 21,575.00 Total Amount 30,971.00 Round 31,000.00
4 Brick Wall
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
G.32.h. Labours 1.1320 md Labour 54,000.00 61,128.00 0.2250 md Foreman 64,800.00 14,580.00 1.0000 md Masonry 64,800.00 64,800.00 0.1500 md Lead the Worker 86,400.00 12,960.00
Sub Total 153,468.00 Materials 400.0000 Bh Brickwall 1,100.00 440,000.00 3.0000 Zak Cement PC @ 40 Kg 65,000.00 195,000.00 0.2500 m3 Sand Concrete 180,000.00 45,000.00
Sub Total 680,000.00 Total Amount 833,468.00 Round 833,500.00 1 m2 83,350.00
5 Brick Masonry 1 : 2 (Trasraam)
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
G.32.m. Labours 4.5000 md Labour 54,000.00 243,000.00 0.2250 md Foreman 64,800.00 14,580.00 1.5000 md Masonry 64,800.00 97,200.00 0.1500 md Lead the Worker 86,400.00 12,960.00
Sub Total 367,740.00 Materials 450.0000 Nos Brickwall 1,100.00 495,000.00 5.1467 Zak Cement PC @ 40 Kg 65,000.00 334,535.50 0.3330 m3 Sand Concrete 180,000.00 59,940.00
Sub Total 889,475.50 Total Amount 1,257,215.50 Round 1,257,300.00
1 M2
10 M2
1 M3
BIDS DOCUMENTSFOR
RSU GUNUNG SITOLI
FORM STANDARD OF UNIT PRICE ANALYSIS
6 Concrete. K200
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
G.41. Labours 6.0000 md Labour 54,000.00 324,000.00 1.0000 md Foreman 64,800.00 64,800.00 3.0000 md Masonry 64,800.00 194,400.00 0.2500 md Lead the Worker 86,400.00 21,600.00
Sub Total 604,800.00 Materials 0.5200 m3 Coarse Aggregate 2 - 3 cm 450,000.00 234,000.00 8.0000 Zak Cement PC @ 40 Kg 1,300.00 10,400.00 0.7600 m3 Sand Concrete 180,000.00 136,800.00
Sub Total 381,200.00 Total Amount 986,000.00 Round 986,000.00
7 Plastering Cement PC (1 : 2 )
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
G.50.h. Labours 0.4000 md Labour 54,000.00 21,600.00 0.0200 md Foreman 64,800.00 1,296.00 0.1500 md Masonry 64,800.00 9,720.00 0.0150 md Lead the Worker 86,400.00 1,296.00
Sub Total 33,912.00 Materials 18.0000 Kg Cement PC @ 40 Kg 1,300.00 23,400.00 0.0114 m3 Sand Concrete 180,000.00 2,052.00
Sub Total 25,452.00 Total Amount 59,364.00 Round 59,400.00
8 Plastering Cement PC (1 : 4 )
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
G.50.h. Labours 0.2500 md Labour 54,000.00 13,500.00 0.0500 md Foreman 64,800.00 3,240.00 0.0500 md Masonry 64,800.00 3,240.00 0.0200 md Lead the Worker 86,400.00 1,728.00
Sub Total 21,708.00 Materials 9.5000 Kg Cement PC @ 40 Kg 1,300.00 12,350.00 0.0209 m3 Sand Concrete 180,000.00 3,762.00
Sub Total 16,112.00 Total Amount 37,820.00 Round 37,900.00
1 M3
1 M2
1 M2
BIDS DOCUMENTSFOR
RSU GUNUNG SITOLI
FORM STANDARD OF UNIT PRICE ANALYSIS
9 Wood Concrete Mix for 1 m3 need material wood 10 m2.
F.8 Labours10 m2 Wood Concrete 5.0000 md Labour 54,000.00 270,000.00 1.0000 md Foreman 64,800.00 64,800.00 4.5000 md Carpenter 64,800.00 291,600.00 0.5000 md Lead the Worker 86,400.00 43,200.00
Sub Total 669,600.00 Dismantle 0.1000 x Rp. 669,600.00 66,960.00
Sub Total 66,960.00 Materials 0.4000 m3 Wood Sembarang 2,000,000.00 800,000.00 4.0000 kg Nail 7,500.00 30,000.00
Sub Total 830,000.00 Material wood for 1 m2 Concrete 0.1000 x Rp. 830,000.00 83,000.00
Total Amount 149,960.00 Round 150,000.00
10 100 Kg Installed Iron ConcreteI.2. Labours
6.0000 md Labour 54,000.00 324,000.00 5.0000 md Steel worker 64,800.00 324,000.00 1.0000 md Lead the Worker 86,400.00 86,400.00
Sub Total 734,400.00
0.5000 x Rp. 734,400.00 367,200.00 Cost of Labour for 1 Kg Iron Steel 0.0100 x Rp. 367,200.00 3,672.00
Sub Total 3,672.00 Materials 110.0000 kg Concrete Iron Steel 12,000.00 1,320,000.00 4.0000 kg Strand Of Metal Concrete 7,500.00 30,000.00
Sub Total 1,350,000.00 0.0100 x Rp. 1,350,000.00 13,500.00
Total Amount 17,172.00 Round 17,100.00
1 M3
BIDS DOCUMENTSFOR
RSU GUNUNG SITOLI
FORM STANDARD OF UNIT PRICE ANALYSIS
11 100 Kg Installed Steel ( Cutting, Welding, Erection, Marking, Etc. )I.2.e. Labours
5.0000 md Labour 54,000.00 270,000.00 5.0000 md Steel worker 64,800.00 324,000.00 1.0000 md Lead the Worker 86,400.00 86,400.00
Sub Total 680,400.00
0.5000 x Rp. 680,400.00 340,200.00
0.0100 x Rp. 340,200.00 3,402.00 Jumlah Upah 3,402.00
Materials 101.0000 kg WF/HB/UNP / CNP 25,000.00 2,525,000.00 0.0160 hour Welding Machine 100,000.00 1,600.00
Sub Total 2,526,600.00
0.0075 x Rp. 2,526,600.00 18,949.50 Total Amount 22,351.50 Round 22,400.00
12 1 M' Skirting Ceramic, 40 x 10 Cm
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
G.72.d. Labours 0.3000 md Labour 54,000.00 16,200.00 0.0150 md Foreman 64,800.00 972.00 0.1000 md Masonry 64,800.00 6,480.00 0.0100 md Lead the Worker 86,400.00 864.00
Sub Total 24,516.00 Materials 2.5000 Bh Ceramic Plint 10 x 40 cm 7,500.00 18,750.00 0.0765 Zak Cement PC @ 40 Kg 1,300.00 99.45 0.0070 M3 Sand Concrete 180,000.00 1,260.00
Sub Total 20,109.45 Total Amount 44,625.45 Round 44,700.00
BIDS DOCUMENTSFOR
RSU GUNUNG SITOLI
FORM STANDARD OF UNIT PRICE ANALYSIS
13 Ceramic Tile Floor, 40 x 40 Cm
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
G.72.d. Labours 1.0000 md Labour 54,000.00 54,000.00 0.0500 md Foreman 64,800.00 3,240.00 0.5000 md Masonry 64,800.00 32,400.00 0.0250 md Lead the Worker 86,400.00 2,160.00
Sub Total 91,800.00 Materials 6.0000 Bh Ceramic Tile 40 x 40 cm 25,000.00 150,000.00 0.1000 Zak Cement PC @ 40 Kg 1,300.00 130.00 0.0020 Zak White Cement 190,000.00 380.00 2.4000 Kg Calcify 3,000.00 7,200.00 0.0230 m3 Sand Concrete 180,000.00 4,140.00
Sub Total 161,850.00 Total Amount 253,650.00 Round 253,700.00
14 Ceramic Tile Wall, 20 x 25 Cm
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
Supl. IV.a. Labours 2.0000 md Labour 54,000.00 108,000.00 0.0500 md Foreman 64,800.00 3,240.00 0.0250 md Masonry 64,800.00 1,620.00 0.0050 md Lead the Worker 86,400.00 432.00
Sub Total 113,292.00 Materials 20.0000 Bh Ceramic tile 20 x 25 cm 5,000.00 100,000.00 0.0100 An. Concrete Glue ( G.14 ) 820,000.00 8,200.00
Sub Total 108,200.00 Total Amount 221,492.00 Round 221,500.00
1 M2
1 M2
BIDS DOCUMENTSFOR
RSU GUNUNG SITOLI
FORM STANDARD OF UNIT PRICE ANALYSIS
1 Sika waterproofing
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
Supl. IV.b. Labours 1.0000 md Labour 54,000.00 54,000.00 0.0500 md Foreman 64,800.00 3,240.00 0.5000 md Masonry 64,800.00 32,400.00 0.0250 md Lead the Worker 86,400.00 2,160.00
Sub Total 91,800.00 Materials 2.5000 Kg Sika water proof mortar 17,500.00 43,750.00
Sub Total 43,750.00 Total Amount 135,550.00 Round 135,600.00
15 Ceramic Tile Floor, 20 x 20 Cm
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
Supl. IV.b. Labours 2.0000 md Labour 54,000.00 108,000.00 0.0500 md Foreman 64,800.00 3,240.00 0.0250 md Masonry 64,800.00 1,620.00 0.0050 md Lead the Worker 86,400.00 432.00
Sub Total 113,292.00 Materials 25.0000 Bh Ceramic tile 20 x 20 cm 4,750.00 118,750.00 0.0100 An. Concrete Glue ( G.14 ) 820,000.00 8,200.00
Sub Total 126,950.00 Total Amount 240,242.00 Round 240,300.00
16 Painting
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
K.23 Labours 5.0000 md Labour 54,000.00 270,000.00 0.2500 md Foreman 64,800.00 16,200.00 7.5000 md Painter 64,800.00 486,000.00 0.7500 md Lead the Worker 86,400.00 64,800.00
Sub Total 837,000.00 Materials
Sub Total - Total Amount 837,000.00 for 1 m2 paintig = 0,01 x 8,370.00 Round 8,400.00
1 M2
1 M2
100 M2
BIDS DOCUMENTSFOR
RSU GUNUNG SITOLI
FORM STANDARD OF UNIT PRICE ANALYSIS
17 Emulsion Paint the Door
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
K.23.a. Labours 3.0000 times K.23 8,400.00 25,200.00
Sub Total 25,200.00 Materials 0.4250 Kg Paint The Flash 125,000.00 53,125.00 0.1000 Ltr Thinner 15,000.00 1,500.00
Sub Total 54,625.00 Total Amount 54,625.00 Round 54,700.00
18 Emulsion Paint internal wall
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
K.23.a. Labours 3.0000 times K.23 8,400.00 25,200.00
Sub Total 25,200.00 Materials 0.4250 kg Wall paint 40,000.00 17,000.00
Sub Total 17,000.00 Total Amount 42,200.00 Round 42,200.00
18 Emulsion Paint external wall
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
K.23.a. Labours 3.0000 times K.23 8,400.00 25,200.00
Sub Total 25,200.00 Materials 0.4250 kg Wall paint 75,000.00 31,875.00
Sub Total 31,875.00 Total Amount 57,075.00 Round 57,100.00
19 1 M' Supply and Install PVC 1/2" & Accss.
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
- Labours 0.4800 md Labour 54,000.00 25,920.00 0.0480 md Pipe Worker 64,800.00 3,110.40
- Sub Total 29,030.40
Materials 1.0000 m' PVC 1/2" 225,000.00 225,000.00 0.0100 - Accessories 25% x material price 56,250.00 56,250.00
Sub Total 281,250.00 Total Amount 310,280.40 Round 310,300.00
1 M2
1 M2
1 M2
BIDS DOCUMENTSFOR
RSU GUNUNG SITOLI
FORM STANDARD OF UNIT PRICE ANALYSIS
20 1 M' Supply and Install PVC 3/4" & Accss.
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
- Labours 0.4800 md Labour 54,000.00 25,920.00 0.0480 md Pipe Worker 64,800.00 3,110.40
- Sub Total 29,030.40
Materials 1.0000 m' PVC 3/4" 300,000.00 300,000.00 0.0100 - Accessories 25% x material price 75,000.00 75,000.00
Sub Total 375,000.00 Total Amount 404,030.40 Round 404,100.00
21 1 M2 Mineral Fibre Board
No. Analysis Quantity DescriptionUnit Price Total Amount
( Rp.) ( Rp. )
- Labours 0.5000 md Labour 54,000.00 27,000.00 0.0250 md Foreman 64,800.00 1,620.00 0.5000 md Lead the Worker 86,400.00 43,200.00
Sub Total 71,820.00 Materials 1.0000 M2 Mineral Fibre board + accessories 47,500.00 47,500.00 1.0000 M2 Iron furing 47,500.00 47,500.00
Sub Total 95,000.00 Total Amount 166,820.00 Round 166,900.00
PT. BINTANG PRIMA SUKSESMedan, July 1st 2008
MANPOWER
MD / Unit RateNo. LABOUR HOUR WAGES1 2 3 4
I. MAN DAYS1 Foreman man-day 64,800.002 Lead the Worker man-day 86,400.003 Masonry man-day 64,800.004 Carpenter man-day 64,800.005 Digger man-day 64,800.006 Steel worker man-day 64,800.007 Painter man-day 64,800.008 Labour man-day 54,000.009 Pipe Worker man-day 64,800.0010 Operator man-day 81,000.0011 Driver man-day 81,000.0012 Electricien man-day 81,000.00
II. HOUR1 Foreman Hour 9,257.142 Lead the Worker Hour 12,342.863 Masonry Hour 9,257.144 Carpenter Hour 9,257.145 Digger Hour 9,257.146 Steel worker Hour 9,257.147 Painter Hour 9,257.148 Labour Hour 7,714.299 Pipe Worker Hour 9,257.1410 Operator Hour 11,571.4311 Driver Hour 11,571.43
Medan, Juny 1st 2011PT. BINTANG SAUDARA
PHELEN KOHANDA
Director
BASIC PRICES FOR MATERIAL
No. Material UnitUnit Rate
Price1 2 3 4
1 Dolken dia 8-10/400 cm Nos 20,000.002 Wood 5/7 M3 2,000,000.003 Wood Sembarang M3 2,000,000.004 Cement PC @ 40 Kg Kg 1,300.005 White Cement M3 190,000.006 Sand Concrete M3 180,000.007 Coarse Aggregate 2 - 3 cm M3 450,000.008 Stone M3 150,000.009 Brick Nos 1,100.0010 Calcify Kg 3,000.0011 Ceramic Tile 40 x 40 cm Pcs 25,000.0012 Ceramic Tile 20 x 25 cm Pcs 5,000.0013 Ceramic Tile 20 x 20 cm Pcs 4,750.0014 Ceramic Plint 10 x 40 cm Pcs 7,500.0015 Concrete Iron Steel Kg 12,000.0016 Strand Of Metal Concrete Kg 7,500.0017 Wall paint Kg 40,000.00
Wheater shield paint Kg 75,000.0018 Paint The Flash Kg 125,000.0019 Thinner Ltr 15,000.0020 PVC 1/2" Nos 225,000.0021 PVC 3/4" Nos 300,000.0022 Residu Nos 25,000.0023 Door lock 2 slag Nos 225,000.0024 PVC Door + Frame Nos 1,250,000.0025 Double door Nos 2,350,000.0026 Single Door Nos 1,950,000.0027 Round door lock Nos 125,000.0028 Door Hinges Nos 15,000.0029 Door Grandel Nos 45,000.0030 Door Handle Nos 129,000.0031 Zinc 3"-5" Nos 125,000.0032 Nail 2" - 5" Kg 7,500.0033 Mineral Fibre board Nos 45,000.0034 Faucet Nos 75,000.00
PT. BINTANG PRIMA SUKSES
PHELEN KOHANDA
Director
Medan, Juny 1st 2011
