contoh bayaran kemajuan & tax invoice (300515)

No. Invois : ………………….

………………………………………………….

…………………………………………………. Tarikh : …………………..

………………………………………………….

………………………………………………….

(GST ID No : ………………………………….)

INVOIS CUKAI

PERBADANAN KEMAJUAN NEGERI SELANGORTINGKAT 1-9 MENARA HPAIC,LAMAN SERI BUSINESS PARK,NO.7, PERSIARAN SUKAN SEKSYEN 1340100 SHAH ALAM, SELANGOR DARUL EHSAN.

TAJUK PROJEK : ………………………………………………………………………………………………

………………………………………………………………………………………………

………………………………………………………………………………………………

NO KONTRAK : ………………………………………………………………………………………………

BIL. PERKARA JUMLAH (RM)

1.0 BAYARAN KEMAJUAN NO. 6 YANG DITUNTUT 35,000.00

2.0 TAMBAHAN : GST 6% 2,100.00

JUMLAH AMAUN DITUNTUT 37,100.00

………………………………………………..(TANDATANGAN KONTRAKTOR)

NAMA : ……………………………………..

COP SYARIKAT :

Nama SKB, Alamat dan Nombor Pengenalan GST

CONTOH INVOIS CUKAI

No. Invois : ………………….

………………………………………………….

…………………………………………………. Tarikh : …………………..

………………………………………………….

………………………………………………….

(GST ID No : ………………………………….)

INVOIS CUKAI

PERBADANAN KEMAJUAN NEGERI SELANGORTINGKAT 1-9 MENARA HPAIC,LAMAN SERI BUSINESS PARK,NO.7, PERSIARAN SUKAN SEKSYEN 1340100 SHAH ALAM, SELANGOR DARUL EHSAN.

TAJUK PROJEK : ………………………………………………………………………………………………

………………………………………………………………………………………………

………………………………………………………………………………………………

NO KONTRAK : ………………………………………………………………………………………………

BIL. PERKARA JUMLAH (RM)

1.0 BAYARAN KEMAJUAN NO. 6 YANG DITUNTUT 838,000.00

2.0 TAMBAHAN : GST 6% 50,280.00

JUMLAH AMAUN DITUNTUT 888,280.00

………………………………………………..(TANDATANGAN KONTRAKTOR)

NAMA : ……………………………………..

COP SYARIKAT :

Nama Kontraktor Utama, Alamat dan Nombor Pengenalan GST

CONTOH INVOIS CUKAI

PERBADANAN KEMAJUAN NEGERI SELANGOR(Selangor State Development Corporation)BAHAGIAN UKUR BAHAN

No. Fail : Tarikh :

PERAKUAN BAYARAN KEMAJUAN

TAJUK No. Kontrak :

PROJEK

NAMAABC CORPORATION SDN BHD

Harga Kontrak :

KONTRAKTOR RM28,825,000.00

No. Vote :

ALAMAT ………………………………………………………………

KONTRAKTOR ………………………………………..

Tarikh TaksiranBAYARAN KEMAJUAN NO. 6

No. Pesanan :

19 Mei 2015

BIL. LAPORAN PEMBAYARAN JUMLAH (RM)

1.0 Nilai kerja-kerja yang telah dijalankan (termasuk 75% harga bahan-bahan ditapak rancangan) 8,481,114.81

2.0 Tolak : 10% Wang Tahanan 848,111.48

7,633,003.33

3.0 Tolak : Bayaran Kemajuan - yang telah diluluskan No. 1-6 6,669,200.00

963,803.33

4.0 Tolak : Jumlah Gantirugi Tertentu Dan Ditetapkan (LAD)

Rumah Contoh dari hingga

hari @ RM 1,395.00 sehari 0.00

Jumlah Gantirugi Tertentu Dan Ditetapkan (LAD)

Keseluruhan Kerja dari hingga

- hari @ RM 4,500.00 sehari 0.00

Jumlah Besar : 963,803.33

Say : 963,000.00

Tambah : 6 % Goods and Services Tax (GST) 57,780.00

BAYARAN YANG DISYORKAN : 1,020,780.00

5.0 Bayaran Diperakukan

a) Kontraktor Utama

i) Value of Works Done 838,000.00

ii) 6 % Goods and Services Tax (GST) 50,280.00

888,280.00

b) Sub Kontraktor Bumiputera

i) CDE Sdn Bhd

Value of Works Done 35,000.00

6 % Goods and Services Tax (GST) 2,100.00

37,100.00

ii) EFG Sdn Bhd

Value of Works Done 90,000.00

6 % Goods and Services Tax (GST) 5,400.00

95,400.00

JUMLAH BAYARAN KEMAJUAN NO.6 1,020,780.00

RINGGIT : SATU JUTA DUA PULUH RIBU TUJUH RATUS LAPAN PULUH SAHAJA (RM 1,020,780.00)

DISOKONG UNTUK BAYARAN KEMAJUAN NO. 6

Disediakan oleh Disahkan kerja telah dijalankan Disokong untuk

dengan teratur dan pembayaran pembayaran boleh dibuat.

…………………………………. .…….…………………………… ……….………………………

Ketua Jurukur Bahan Ketua Jurutera, Pengurus

Pengurusan Projek Wilayah Pengurusan Projek Wilayah

CADANGAN MEMBINA DAN MENYIAPKAN …………………………………………………………………………………………………………

……………………….PKNS/IP/

…………………………..

………………………………………….. ………………………………………….

Tarikh : ……………………… Tarikh : ……………………… Tarikh : ……………………

5/2

PERBADANAN KEMAJUAN NEGERI SELANGOR

( SELANGOR STATE DEVELOPMENT CORPORATION )

BAYARAN KEMAJUAN NO. 6

Projek :

No. Kontrak : PKNS/IP/…………………………..

Kontraktor : ABC CORPORATION SDN BHD

Tarikh Taksiran : 19 Mei 2015

Harga Kontrak : 28,825,000.00

Tolak : Kontingensi : (i) Fizikal Di Tapak : 32.00% (ii) Kewangan (H/Kontrak) : 31.00% 28,825,000.00

SUMMARY

CONTRACT WORKS EXECUTED WORKS EXECUTEDA. VALUE OF WORK EXECUTED AMOUNT BY SKB MAIN CONTRACTOR

(A) (B) ( C )

1.0 PRELIMINARIES RM 800,000.00 - RM 486,992.60

2.0 BUILDING WORKS RM 21,000,000.00 - RM 6,437,583.59

3.0 EXTERNAL WORKS RM 950,000.00 - RM 142,398.10

4.0 MECHANICAL WORKS RM 2,500,000.00 - RM 458,592.90

5.0 ELECTRICAL WORKS RM 1,555,000.00 - RM 662,647.62

6.0 PROVISIONAL SUM RM - - RM - 6.1 Special provision to condition of contract

-Contingencies RM 1,270,000.00 - RM -

6.2 Sub-kontraktor Bumiputera

-TNB substation RM 280,000.00 RM 98,000.00 RM 4,900.00 including Profit & Attendance

-Landscaping Works RM 320,000.00 RM 100,000.00 RM 5,000.00 including Profit & Attendance

-Water reticulation RM 150,000.00 RM - RM - including Profit & Attendance

RM 28,825,000.00 RM 198,000.00 RM 8,198,114.81 TOTAL VALUE OF WORKS EXECUTED (B) + ( C ) RM 8,396,114.81

CADANGAN MEMBINA DAN MENYIAPKAN …………………………………………………………… …………………………………………………………………….

Peratusan (%) Kemajuan Kerja :

2/2

B. Amount To Be Paid TOTAL AMOUNT AMOUNT TO BE PAID

TO BE PAID UNDER SKB UNDER MAIN CON.

(A)=( B ) + ( C ) (B) ( C )

1. VALUE OF WORKS EXECUTED : ### RM 198,000.00 RM 8,198,114.81 a) CDE Sdn Bhd

b) EFG Sdn Bhd

c)

2. VALUE OF MATERIAL AND GOODS

ON SITE ( 75 % of total value ) RM 85,000.00 RM - RM 85,000.00

### RM 198,000.00 RM 8,283,114.81

3. Retention Fundi) Less : 10 % Retention Fund. RM 848,111.48 RM 19,800.00 RM 828,311.48

a) 9,800.00

b) 10,000.00

c)

### RM 178,200.00 RM 7,454,803.33

4. Less : Previous Payment No. 1-5 RM 6,669,200.00 RM 53,000.00 RM 6,616,200.00 a) 53,000.00

b) -

c)

RM 963,803.33 RM 125,200.00 RM 838,603.33 5.

a) Model unit from to 0 Days x RM 1,395.00 RM - RM - RM -

b) Project : Date of completion of project From to

0 Days x RM 4,500.00 RM - RM - RM -

TOTAL RM 963,803.33 RM 125,200.00 RM 838,603.33

SAY : RM 963,000.00 RM 125,000.00 RM 838,000.00

6. Add : 6 % Goods and Services Tax (GST) RM 57,780.00 RM 7,500.00 RM 50,280.00

TOTAL AMOUNT RECOMMENDED : ### RM 132,500.00 RM 888,280.00

Payment Recommended For Interim Payment 6% GST AMOUNT

1) To Main Contractor RM 838,000.00 RM 50,280.00 RM 888,280.00

2) To Sub Kontrator Bumiputra

a) CDE Sdn Bhd RM 35,000.00 RM 2,100.00 RM 37,100.00

a) EFG Sdn Bhd RM 90,000.00 RM 5,400.00 RM 95,400.00

TOTAL PAYMENT RECOMMENDED RM 963,000.00 57,780.00 RM 1,020,780.00

SATU JUTA DUA PULUH RIBU TUJUH RATUS LAPAN PULUH SAHAJA (RM 1,020,780.00)DISOKONG UNTUK BAYARAN KEMAJUAN NO. 6

Prepared By :

Date :

Pengesahan Kiraan : Pengesahan Kerja-Kerja :

Disemak Oleh : Disemak Oleh :

Disahkan Oleh : Disahkan Oleh :Ketua Juruukur Bahan

Less : Liquidated and Ascertained Damages.

VALUE OF WORKDONE

RINGGIT :

Pen. Juruukur Bahan / Juruukur Bahan

Jurutera Pengurusan Projek ………………………………………

Ketua Jurutera Pengurusan Projek ………………………………………

BAYARAN KEMAJUAN NO. 6Sub-kontraktor BumiputeraAmaun yang kena bayar dibayar kepada Subkontraktor Bumiputra yang dimasukkan di dalam Perakuan di atas adalah seperti berikut :

Ruj. Nama Subkontraktor Jumlah Harga Jumlah Harga Kerja yang dilaksanakan 5% Wang Bayaran balik Amaun untuk Amaun Amaun Amaun 6% GSTDinamakan/Jenis Kerja Yang Diperuntukkan Subkontraktor +75% Bahan-bahan Tahanan ( Jika Wang Kontraktor yang telah yang kena yang

Dalam Kontrak dan Barang-barang berkenaan) Pendahuluan (Profit & dibayar dibayar di dicadangkanTak pasang. (Jika Attendance) bawah dibayar

berkenaan) Perakuan di bawahPerakuan

1 2 3 4 5 6 7 8 9 10 11(RM) (RM) (RM) (RM) (RM) (RM) (RM) (RM) (RM)

1 TNB SUBSTATIONCDE Sdn Bhd

Contract Including 280,000.00 252,600.00 98,000.00 9,800.00 53,000.00 35,200.00 35,000.00 2,100.00 Profit & Attendance (5%) 12,630.00 - - - 4,900.00 - - - -

2 LANDSCAPE WORKSEFG Sdn Bhd

Contract Including 320,000.00 300,000.00 100,000.00 10,000.00 - 90,000.00 90,000.00 5,400.00 Profit & Attendance (5%) 15,000.00 - - - 5,000.00 - - - -

2 WATER RETICULATION WORKS

Contract Including 150,000.00 - - - - - - - Profit & Attendance (5%) - - - - - - - - -

Jumlah : 750,000.00 580,230.00 198,000.00 19,800.00 - 9,900.00 53,000.00 125,200.00 125,000.00 7,500.00

Nota *

PERBADANAN KEMAJUAN NEGERI SELANGOR(Selangor State Development Corporation)

PREVIOUS PAYMENT

PROJEK :

NO. : PKNS/IP/………………………….. KONTRAK

HARGA : RM 28,825,000.00 KONTRAK

BAYARAN KEMAJUAN NO. 6 TARIKH TAKSIRAN: 19 Mei 2015

BIL TARIKH JUMLAH BAYARAN 6% GST JUMLAH BAYARAN JUMLAH KUMULATIF %TAKSIRAN (Tidak Termasuk GST) (RM) Termasuk GST (RM) JUMLAH KONTRAK

(RM) (RM)

1 20.12.2015 954,000.00 57,240.00 1,011,240.00

2 18.1.2015 1,665,520.00 99,931.20 1,765,451.20

3 17.2.2015 1,500,825.00 90,049.50 1,590,874.50

4 20.3.2015 1,235,550.00 74,133.00 1,309,683.00

5 18.4.2015 1,313,305.00 78,798.30 1,392,103.30

6 19.5.2015

JUMLAH 6,669,200.00 400,152.00 7,069,352.00

Previous Payment 1/1

CADANGAN MEMBINA DAN MENYIAPKAN ……………………………………………...…………… …………………………………………………….

Preliminries 1/1

PERBADANAN KEMAJUAN NEGERI SELANGOR(Selangor State Development Corporation)

NO. KONTRAK : PKNS/SA/Py/KON-5/2011 HARGA KONTRAK : RM26,681,078.10

BAYARAN KEMAJUAN NO. 15 TARIKH TAKSIRAN : 19 Mei 2015

1.0 PRELIMINARIES ITEM

ITEM DESCRIPTIONAMOUNT INITIAL PERIODIC FINAL DEDUCTION(RM) (RM) (RM) (RM) INITIAL PERIODIC

1 Site survey 15,000.00 15,000.00 - - 2 Shop drawings 3,000.00 3,000.00 - - 3,000.00 3 Performance bond 60,000.00 60,000.00 - -

3 Insurance against personal injuries & damage to property 14,000.00 14,000.00 - -

4 Indemnities to PKNS in respect of claims by workmen 7,000.00 7,000.00 - - 5 Employee's Social Security Act 1969 8,000.00 8,000.00 - - 6 Insurance of works 14,000.00 14,000.00 - - 7 Setting out 25,000.00 25,000.00 - -

8 Inspection and testing of materials, goods & equipment 3,000.00 - 3,000.00 - 9 Site agent & assistants 20,000.00 5,000.00 10,000.00 5,000.00

10 Contractor welfare & accomodation 20,000.00 15,000.00 4,500.00 500.00 10.1 Cement store 3,000.00 3,000.00 - - 10.2 Shed for bending & similar work 3,000.00 3,000.00 - - 10.3 Store for other building materials 7,000.00 7,000.00 - - 10.4 Office for contractor 20,000.00 15,000.00 4,500.00 500.00 11 First aid kit 1,000.00 500.00 500.00 - 12 Programme of work 2,000.00 1,000.00 1,000.00 - 13 Progress photographs 3,000.00 500.00 2,000.00 500.00 14 Warning signs and lamps 2,000.00 1,500.00 500.00 - 15 Mosquito prevention 1,000.00 - 1,000.00 - 16 Hoarding 30,000.00 28,000.00 1,500.00 500.00 17 Wash trough 30,000.00 28,000.00 1,500.00 500.00 18 Signboard 7,000.00 6,000.00 1,000.00 - 19 Watching 20,000.00 5,000.00 14,000.00 1,000.00 20 Keeping site dry 1,000.00 - 1,000.00 - 21 Power supply 50,000.00 10,000.00 40,000.00 - 22 Water 50,000.00 10,000.00 40,000.00 - 23 Temporary acces tracks 10,000.00 8,500.00 1,000.00 500.00 24 Office accomodation fo SO 35,000.00 32,000.00 2,500.00 500.00 25 SO telephone 8,879.00 8,000.00 800.00 79.00 26 Protection of public roads & property 5,000.00 - 5,000.00 - 27 Clearing, cleaning & making good on completion 3,000.00 - - 3,000.00 28 Plant and equipment 40,000.00 30,000.00 9,500.00 500.00 29 As-Built drawings 8,000.00 - - 8,000.00 30 Quality assurance team 13,000.00 10,000.00 3,000.00 - 31 Office quipment & machine for SO 20,000.00 18,000.00 2,000.00 - 32 QLASSIC 200,000.00 - - 200,000.00 33 CIDB 30,000.00 30,000.00 - - 34 Stamp duty 26,000.00 26,000.00 - -

TOTAL : 817,879.00 447,000.00 149,800.00 221,079.00 3,000.00 -

A Initial = Total Initial Less Deduction 444,000.00= 447,000.00 - 3,000.00 = 444,000.00

B Periodic = Total Periodic Less Deduction x % of Work Done 42,992.60 = ( 149,800.00 - - ) x 28.70%= 42,992.60

C Final -

TOTAL: PRELIMINARIES 486,992.60 Carried To Main Summary

CADANGAN MEMBINA DAN MENYIAPKAN ………………………………………………………………………………………………………………………………… ……………………………….. SELANGOR DARUL EHSAN

10/5

BAYARAN KEMAJUAN NO.15

2.0 BUILDING WORKS % Contract AmountRate

( RM ) ( RM )2.1 Building

2.1.1 WORK BELLOW LOWERST FLOOR FINISH

BunglowType B1A (Sample house) 1 unit 95% x 122,812.50 = 116,671.88Type B1A 5 unit 95% x 620,162.50 = 589,154.38Type B1B 1 unit 95% x 116,712.50 = 110,876.88Type B1C 1 unit 95% x 116,072.50 = 110,268.88Type B2 (Sample house) 1 unit 95% x 232,127.50 = 220,521.13

Semi-D

Type S1 (Sample house) 2 unit 95% x 128,579.00 = 122,150.05Type S1 2 unit 95% x 128,579.00 = 122,150.05Type S2 6 unit 95% x 656,367.00 = 623,548.65

2.1.2 FRAME

BunglowType B1A (Sample house) 1 unit 100% x 101,715.50 = 101,715.50Type B1A 5 unit 100% x 528,557.50 = 528,557.50Type B1B 1 unit 100% x 101,715.50 = 101,715.50Type B1C 1 unit 100% x 101,715.50 = 101,715.50Type B2 (Sample house) 1 unit 30% x 98,194.50 = 29,458.35

Semi-D


2.1.3 EXTERNAL WALL

BunglowType B1A (Sample house) 1 unit 100% x 90,771.00 = 90,771.00Type B1A 5 unit 70% x 453,855.00 = 317,698.50Type B1B 1 unit 30% x 90,771.00 = 27,231.30Type B1C 1 unit 20% x 90,771.00 = 18,154.20Type B2 (Sample house) 1 unit 0% x 119,084.00 = 0.00

Semi-D

Type S1 (Sample house) 2 unit 55% x 132,226.00 = 72,724.30Type S1 2 unit 0% x 132,226.00 = 0.00Type S2 6 unit 45% x 417,702.00 = 187,965.90

2.1.4 INTERNAL WALL


Semi-D


11/5

CARRIED FORWARD 6,312,352.00 4,927,178.25

BROUGHT FORWARD 6,312,352.00 4,927,178.25

2.1.5 STAIRCASE AND HANDRAILS


Semi-D


2.1.6 UPPER FLOOR SLAB


Semi-D


2.1.7 ROOF & COVERING


Semi-D


2.1.8 WINDOWS


Semi-D

Type S1 (Sample house) 2 unit 0% x 64,700.00 = 0.00Type S1 2 unit 0% x 64,700.00 = 0.00Type S2 6 unit 0% x 325,398.00 = 0.00

CARRIED FORWARD 9,638,045.80 6,236,666.85

12/5

BROUGHT FORWARD 9,638,045.80 6,236,666.852.1.9 DOOR


Semi-D


2.1.10 IRONMONGERY

BunglowType B1A (Sample house) 1 unit 0% x 12,244.00 = 0.00Type B1A 5 unit 0% x 61,220.00 = 0.00Type B1B 1 unit 0% x 12,244.00 = 0.00Type B1C 1 unit 0% x 12,244.00 = 0.00Type B2 (Sample house) 1 unit 0% x 10,234.00 = 0.00

Semi-D


2.1.11 WALL FINISHES

BunglowType B1A (Sample house) 1 unit 75% x 60,364.00 = 45,273.00Type B1A 5 unit 0% x 301,820.00 = 0.00Type B1B 1 unit 0% x 60,364.00 = 0.00Type B1C 1 unit 0% x 60,364.00 = 0.00Type B2 (Sample house) 1 unit 0% x 55,530.00 = 0.00

Semi-D


2.1.12 FLOOR FINISHES


Semi-D


CARRIED FORWARD 14,409,688.90 6,404,208.49

13/5

BROUGHT FORWARD 14,409,688.90 6,404,208.49

2.1.13 CEILING FINISHES


Semi-D


2.1.14 SANITARY FITTINGS


Semi-D


2.1.15 SUNDRIES


Semi-D


Total of Building Works : 16,152,213.90 6,437,583.59(Structural + Architectural Works)

3.0 EXTERNAL WORKS

Road works 0% x 710,904.50 = 0.00

Surfacce water drainage 40% x 217,225.00 = 86,890.00

Sewerage drainage 80% x 69,385.13 = 55,508.10

14/5

997,514.63 142,398.10

4.0 MECHANICAL WORKS 3,658,898.27 458,592.90

5.0 ELECTRICAL WORKS 1,604,572.30 662,647.62

As per memo from Sigma Jelas Engineers Sdn. Bhd.SJESB 1003 / PUB / MNY /Jld.9 ( 047 )

Total Carried to collection : 5,263,470.57 1,121,240.52

6.0 PROVISIONAL SUM

6.1 -Bungalow loose Finishes 0% x 500,000.00 = 0.00

-Semi D loose Finishes 0% x 250,000.00 = 0.00

-Rain Water Harvesting System 0% x 680,000.00 = 0.00

-Contingencies 0% x 1,270,000.00 = 0.00

6.2 -TNB substation 95% x 220,253.00 = 209,240.35

-Landscaping Works 0% x 320,000.00 = 0.00

-Water reticulation 0% x 150,000.00 = 0.00

Total Carried to collection : 3,390,253.00 209,240.35

COLLECTION Contract AmountRate

( RM ) ( RM )

2.0 BUILDING WORKS 16,152,213.90 6,437,583.59

3.0 EXTERNAL WORKS 997,514.63 142,398.10

4.0 MECHANICAL WORKS 3,658,898.27 458,592.90

5.0 ELECTRICAL WORKS 1,604,572.30 662,647.62

6.0 PROVISIONAL SUM 3,390,253.00 209,240.35

15/5

TOTAL CARRIED TO SUMMARY: 25,803,452.10 7,038,574.59

Projek :

No. Kontrak : PKNS / SA / Py / KON-5 / 2011

Kontraktor : IBRAHIM MIAN SDN. BHD.

Bayaran : BAYARAN KEMAJUAN NO.15 Harga Kontrak : RM 26,681,078.10Kemajuan

Tolak : Kontingensi : RM 0.00

Tarikh Taksiran : 19 Mei 2015 RM 26,681,078.10

(i) Fizikal Di Tapak : 32.00% (ii) Kewangan (H/Kontrak) : 31.00%

SUMMARYA. VALUE OF WORK EXECUTED

ITEM Contract Amt Progress Amt.

1. PRELIMINARIES RM 817,879.00 RM 486,992.60

2. BUILDING WORKS RM 16,152,213.90 RM 6,437,583.59

3. EXTERNAL WORKS RM 997,514.63 RM 142,398.10

4. MECHANICAL WORKS RM 3,658,898.27 RM 458,592.90

5. ELECTRICAL WORKS RM 1,604,572.30 RM 662,647.62

6. PROVISIONAL SUM

6.1) Special Provision To The Conditional Of Contract.-Bungalow loose Finishes RM 500,000.00 RM 0.00

-Semi D loose Finishes RM 250,000.00 RM 0.00

-Rain Water Harvesting System RM 680,000.00 RM 0.00

-Contingencies RM 1,270,000.00 RM 0.006.2) Works To Be Executed By Sub-Kontraktor Bumiputra.-TNB substation RM 280,000.00 RM 209,240.35

-Landscaping Works RM 320,000.00 RM 0.00

-Water reticulation RM 150,000.00 RM 0.00

26,681,078.10 8,397,455.16

B. VALUE OF MATERIAL AND GOODS ON SITE75% of total value RM 182,434.50

RM 8,579,889.66

C. Less : 10% Retention Fund RM 857,988.97

RM 7,721,900.69

D. Less : Previous Payment No.1-14 RM 6,669,200.00

RM 1,052,700.69E. Less : Penalty for failure to complete the construction of

model unit from 16-Jan-13 to 19-May-14489 Days X 1,395.00 RM 682,155.00

Penalty for failure to complete the whole project from to

0 Days X 4,500.00 RM 0.00

Total : RM 370,545.69

CADANGAN MEMBINA DAN MENYIAPKAN 10 UNIT RUMAH BERKEMBAR DAN 9 UNIT RUMAH SESEBUAH DI PERCINT 12, (FASA 1) SEKSYEN U13, SHAH ALAM, SELANGOR DARUL EHSAN.

Peratusan (%) Kemajuan Kerja :

BAHAN-BAHAN DI TAPAK BAYARAN KEMAJUAN NO : 15 19 Mei 2015

ITEM DESCRIPTION UNIT QUANTITY RATE AMOUNT

Mild Steel Reinforcement

1 R6 Bundle 2 2,170.00 4,340.00

2 R10 Tonne 3 2,490.00 7,470.00

High Tensile Reinforcement

3 Y10 Tonne 0 2,490.00 0.00

4 Y12 Tonne 8 2,490.00 19,920.00

5 Y16 Tonne 5 2,340.00 11,700.00

6 Y20 Tonne 0 2,340.00 0.00

7 Y25 Tonne 0 2,340.00 0.00

BRC

8 A7 SHEET 8 353.00 2,824.00

9 A8 SHEET 6 270.00 1,620.00

10 B6 SHEET 7 450.00 3,150.00

Sewer pipe

11 225mm Dia. KERAMO vitrified clay pipes Pcs 20 101.00 2,020.00

12 150mm Dia. KERAMO vitrified clay pipes Pcs 50 39.00 1,950.00

13 225mm x 150mm WYE Junction Pcs 12 39.00 468.00

14 150mm x 45 Deg Bend Pcs 20 39.00 780.00

Half Round Glazed Ware

15 9" x 22" Half Round Glazed Ware Nos 300 4.00 1,200.00

16 12" x 22" Half Round Glazed Ware Nos 100 6.00 600.00

Clay bricks

17 Clay bricks Pallet 112 223.00 24,976.00

Cement

18 Cement Pallet 17.00 0.00

19 Finish White (25kg) Bag 17.00 0.00

20 Easi Base White (40kg) Bag 20.00 0.00

21 Block Plaster grey (40kg) Bag 400 20.00 8,000.00

22 Wall crete Bag 18.00 0.00

Sanitary Fittings

23 Rain shower Head Stainless steel Finish (300 x 300)

Square Wall mounted Arm Only - 400mm long No 10 300.00 3,000.00

24 TOTO Tx442SKBR Cocktall concealed bath & shower mixer

with diverter No 19 1,800.00 34,200.00

25 TOTO A1305 Jazz Handshower No 10 63.00 630.00

26 TOTO P37909 Chromalux Supreme Flexible Hose 1500mm No 10 105.00 1,050.00

27 TOTO TX714AN sliding rail ( Length : 600mm) No 10 60.00 600.00

28 TOTO TX424SVI Wall Outlet For Handshower No 10 80.00 800.00

29 TOTO TX443SESBR Ego II Concealed Shower Mixer No 93 600.00 55,800.00

30 CRISTINA SELECT Free standing whirlpool bath with apron c/w 8

standard jets, Pop up waste, overflow & P-trap in white

Size : 1800 x 900 x 600mm No 1 12,000.00 12,000.00

TOTAL 199,098.00

LESS - 0.00

TOTAL VALUE OF MATERIAL ON SITE 75% C/F RM 199,098.00

CADANGAN MEMBINA DAN MENYIAPKAN 10 UNIT RUMAH BERKEMBAR DAN 9 UNIT RUMAH SESEBUAH DI PRECINCT 12, (FASA 1) SEKSYEN U13, SHAH ALAM, SELANGOR DARUL EHSAN

MOS 1/2

BAHAN-BAHAN DI TAPAK BAYARAN KEMAJUAN NO : 15 19 Mei 2015


199,098.00

CEILING

30 Ceiling board Nos 25 22.00 550.00

31 Bonding compound 20kgs Bags 10 24.00 240.00

32 casting powder Bags 10 17.00 170.00

33 Besi siling Nos 100 3.00 300.00

Polyfoam Pcs 50 26.00 1,300.00

34 BELCEM SUPERFLEX 21 GREY - 25KG Bag 50 30.00 1,500.00

35 BELCEM FINE GROUT WHITE - 20KG Bag 30.00 0.00

1A001-01T WH A-Plas Mortar Addative Pack 500 1.20 600.00

1A001-04M WH A-Plas Mortar Addative Pack 500 1.70 850.00

GRANITES SERIES

36 GG 850 Elena (Matt) 300 x 300 DO:31066 (16pcs/ctn) Ctn 20 256.00 5,120.00

37 GG 280 Joyce (Matt) 300 x 300 DO:31158 (16pcs/ctn) Ctn 8 256.00 2,048.00

YURA SERIES

38 GMY 06 Lead Grey (Matt) 600 x 600 DO:31066 (3pcs /ctn) Ctn 15 84.00 1,260.00

39 GMY 01 Snow (Matt) 600 x 300 DO:31066 (6pcs/ctn) Ctn 40 108.00 4,320.00

MEGALITO SERIES

40 GSM 03 Nero (structured) 600 x 600 Ctn

41 GSM 03 Nero (structured) 600 x 300 DO:31158 (6pcs/ctn) Ctn 4 120.00 480.00

42 GSM 04 Grigio (structured) 600 x 600 Ctn

43 GSM 04 Grigio (structured) 600 x 300 Ctn

REGAL SERIES

44 GMR 82 GREY (MATT) 600 x 600 (3pcs /ctn) Ctn 25 90.00 ### 2,250.00

45 GMR 82 GREY (MATT) 600 x 300 DO:31066 (6pcs/ctn) Ctn 90 180.00 ### 16,200.00

46 GMR 82 GREY (MATT) 600 x 150 Ctn ###

47 GMR 97 BLACK (MATT) 600 x 300 DO:31158 (6pcs/ctn) Ctn 10 126.00 ### 1,260.00

48 GMR 97 BLACK (MATT) 600 x 150 Ctn ###

49 GMR COMBO B (MATT) 300 x 300 DO:31158 (1pc /ctn) Ctn 300 19.00 ### 5,700.00

TOTAL 243,246.00

LESS 0.25 60,811.50

TOTAL VALUE OF MATERIAL ON SITE 75% RM 182,434.50

MOS 2/2

CADANGAN MEMBINA DAN MENYIAPKAN 10 UNIT RUMAH BERKEMBAR DAN 9 UNIT RUMAH SESEBUAH DI PRECINCT 12, (FASA 1) SEKSYEN U13, SHAH ALAM, SELANGOR DARUL EHSAN


INFRASTRUCTURE WORKS

BQ Quantity of Works

Item Description Unit Amount This Last Total Rate AmountRM Month Month Todate RM RM

4.1 Site Clearance And Earthworks

Site Clearance4.1.1 Clear the site, trees including stumps, shrubs

as described. (1.6 Ha) Ha 4,000.00 1.60 0 1.60 2,500.00 4,000.00

Earthworks4.1.2 Bulk excavation to the required formation

levels as described M3 6,750.00 0 0 - 5.00 -

4.1.3 Import earth from PKNS borrow pit within 5kmradius as described M3 9,000.00 0 0 - 15.00 -

4.1.4 To provide earth drain with bund along the boundries M 6,000.00 0 0 - 12.00 -

Demolition Works

4.1.5 To demolish and remove existing sumps and drains as indicated in the drawings L Sum 5,000.00 0 0 - 5,000.00 -

4.1.6 Dry Density Test No 10,000.00 0 0 - 500.00 -

End of site clearance and earthworks: 40,750.00 TOTAL CARRIED TO COLLECTION: 4,000.00

- 5 - BAYARAN KEMAJUAN NO. 2

INFRASTRUCTURE WORKS (Cont'd)

BQ Quantity of WorksItem Description Unit Amount This Last Total Rate Amount

RM Month Month Todate RM

4.2 Roadworks4.2.1 Exc. To reduce level n.e. 1.0m deep and

remove surplus materials from site. M3 7,463.00 0.00 0.00 0.00 8.50 -

4.2.2 Extra over surface of exc. And making to gradient, crossfall and rolled a.d. M2 14,625.00 0.00 0.00 0.00 2.50 -

4.2.3 50mm thick compacted sub-base. M2 14,625.00 0.00 0.00 0.00 2.50 -

4.2.4 200mm thick compacted crusher run intwo layers as described. M2 76,050.00 0.00 0.00 0.00 13.00 -

4.2.5 Bituminous prime coat as described. M2 11,700.00 0.00 0.00 0.00 2.00 -

4.2.6 50mm thick asphaltic concrete bindercourse as described. M2 105,300.00 0.00 0.00 0.00 18.00 -

4.2.7 40mm thick asphaltic concrete wearingcourse as described. M2 99,450.00 0.00 0.00 0.00 17.00 -

4.2.8 Extra over road hump 2438mm x 90mmincluding painting as described. M 4,000.00 0.00 0.00 0.00 200.00 -

Road Kerb4.2.9 To lay extruded kerb for road median a.d. M 3,040.00 0.00 0.00 0.00 40.00 -

4.2.10 To lay extruded kerb along the edge of road a.d. M 27,400.00 0.00 0.00 0.00 40.00 -

Scupper Drain4.2.11 Exc. Trench for scupper drain n.e. 1.5m deep M 200.00 0.00 0.00 0.00 10.00 -

4.2.12 Supply and lay mass concrete a.d. M 160.00 0.00 0.00 0.00 8.00 -

4.2.13 Supply and lay 225mm dia. Spun conc. Pipe M 500.00 0.00 0.00 0.00 25.00 -

Road Signages

4.2.14 "Berhenti" Sign (Type RP1) No 1,900.00 0 0 0 380.00 - 4.2.15 "One Way" Sign (RP3) No 380.00 0 0 0 380.00 - 4.2.16 "Beri Laluan" Sign (Type RP13) No 380.00 0 0 0 380.00 - 4.2.17 "Left Turn" Sign (WD 10a) No 380.00 0 0 0 380.00 - 4.2.18 "Right Turn" Sign (WD 10b) No 380.00 0 0 0 380.00 - 4.2.19 "Traffic Signs Ahead" Sign (WD 22) No 380.00 0 0 0 380.00 - 4.2.20 "Obstruction" Sign (WD 23) No 760.00 0 0 0 380.00 - 4.2.21 "Road Junction Right" Sign (WD 27b) No 380.00 0 0 0 380.00 - 4.2.22 "Road Junction Right" Sign (WD 27c) No 380.00 0 0 0 380.00 - 4.2.23 "Double Arrows" Sign (WD 36) No 380.00 0 0 0 380.00 - 4.2.24 "Road Intersection" Sign (WD 3) No 380.00 0 0 0 380.00 -

Road Marking4.2.25 300mm wide stop line M 100.00 0.00 0.00 0.00 5.00 - 4.2.26 100mm wide continous line M 2,250.00 0.00 0.00 0.00 2.50 - 4.2.27 150mm wide continous line M 55.00 0.00 0.00 0.00 2.75 - 4.2.28 200mm wide broken line M 216.00 0.00 0.00 0.00 3.00 - 4.2.29 100mm wide broken line M 1,075.00 0.00 0.00 0.00 2.50 - 4.2.30 To form single direction arrow No 850.00 0 0 0 50.00 - 4.2.31 To form double direction arrow No 195.00 0 0 0 65.00 - 4.2.32 To form left direction arrow No 65.00 0 0 0 65.00 - 4.2.33 To form right direction arrow No 195.00 0 0 0 65.00 - 4.2.34 To form cross hatching M2 1,200.00 0.00 0.00 0.00 20.00 - 4.2.35 MDHS approved street name signboard No 1,140.00 0 0 0 380.00 -

R.C. Entrance Slab Crossing4.2.36 To construct R.C. entrance slab 6.0m width LS 500.00 -

Walkway4.2.37 To construct pedestrian walkway with M2 30,800.00 55.00 -

concrete stamping finish.

End of roadworks: 409,234.00 TOTAL CARRIED TO COLLECTION: 0.00





4.3 Water Reticulation4.3.1 Exc. Trench for 150mm dia. Pipe ex. 1.00m

and n.e. 1.50m deep M 4,500.00 0.00 0.00 0.00 10.00 -

4.3.2 150mm thick compacted sand bedding includeextending up half-way to side of pipe M 6,750.00 0.00 0.00 0.00 15.00 -

4.3.3 G15 concrete stools and thrust block M3 1,500.00 0.00 0.00 0.00 250.00 -

4.3.4 Standard markers for air valve,painting and placing in position No 180.00 0.00 0.00 0.00 60.00 -

4.3.5 ditto for pipe ditto No 300.00 0.00 0.00 0.00 60.00 -

4.3.6 ditto for sluice valve ditto No 300.00 0.00 0.00 0.00 60.00 - -

4.3.7 ditto for scour valve ditto No 60.00 0.00 0.00 0.00 60.00 -

4.3.8 150mm Dutile Iron pipe laid in trench M 54,000.00 0.00 0.00 0.00 120.00 - -

4.3.9 150mm diameter bend No 600.00 0.00 0.00 0.00 150.00 -

4.3.10 150mm x 150mm dia. 90 degree tee No 250.00 0.00 0.00 0.00 250.00 -

4.3.11 150mm x 150mm dia. 90 degree cross No 250.00 0.00 0.00 0.00 250.00 -

4.3.12 100mm dia. Double outlet hydrant pillar No 4,000.00 0.00 0.00 0.00 1,000.00 -

4.3.13 150mm dia. Double flanged sluice valve No 5,000.00 0.00 0.00 0.00 1,000.00 -

4.3.14 150mm dia. Double flanged scour valve No 1,000.00 0 0 0 1,000.00 -

4.3.15 Brickwall valve chamber for sluice valve No 2,500.00 0 0 0 500.00 -

4.3.16 Precast valve chamber for scour valve No 400.00 0 0 0 400.00 -

4.3.17 Precast valve chamber for hydrant valve No 400.00 0 0 0 400.00 -

4.3.18 150mm dia. Mild steel pipe drain No 4,500.00 0 0 0 1,500.00 -

Testing4.3.19 Hydraulic testing of pipe during laying and on LS 1,000.00 0 0 0 1,000.00 -

completion

4.3.20 Sterilising, commisioning and scouring of LS 1,000.00 0.00 0.00 0.00 1,000.00 - main pipe

4.3.21 Connection to existing water mains SYABAS LS 1,385.00 0.00 0.00 0.00 1,385.00 -

End of roadworks: 89,875.00 TOTAL CARRIED TO COLLECTION: 0.00





4.4 Sewer Reticulation Works

Excavation WorksExcavate trench for 225 mm diameter pipe

4.4.1 Exceeding 1.5m b.n.e. 3.0m deep M. 3,420.00 0.00 0.00 0.00 15.00 -


4.4.3 Exceeding 4.5m b.n.e. 6.0m deep M. 725.00 0.00 0.00 0.00 25.00 -

Bedding4.4.4 225mm class "A" bedding for pipe a.d. M. 5,250.00 0.00 0.00 0.00 50.00 -

4.4.5 225mm class "B" bedding for pipe a.d. M. 6,020.00 0.00 0.00 0.00 20.00 -

Supply and install V.C.P pipes a.d.225mm diameter pipe laid in trench




Pipe Testing4.4.10 On completion of sewer reticulation, test Item 3,000.00 - - - 3,000.00 -

all pipes as described.

ManholePrecast reinforced concrete manhole a.d.Manhole Type B

4.4.11 Exceeding 1.5m b.n.e. 3.0m deep No 4,500.00 0 0 0 1,500.00 -

Manhole Type K4.4.12 Exceeding 1.5m b.n.e. 3.0m deep No 1,881.00 0 0 0 1,881.00 -

4.4.13 Exceeding 3.0m b.n.e. 4.5m deep No 2,050.00 0 0 0 2,050.00 -

Manhole Type M4.4.14 Exceeding 1.5m b.n.e. 3.0m deep No 3,000.00 0 0 0 3,000.00 -

4.4.15 To supply and install a backdrop at the existing No 500.00 0 0 0 500.00 - manhole a.d.

Manhole Cover4.4.16 Heavy duty ductile iron m/hole cover and frame No 3,000.00 0 0 0 500.00 -

Excavate for manhole in rock4.4.17 In varying depth M3 250.00 0 0 0 250.00 -

Household Connection4.4.18 Supply and install 150mm dia. V.C.P. pipe No 11,900.00 0 0 0 350.00 -

in trench from the last shop manhole to theexternal sewer main.

End of Sewer Reticulation Works: 66,536.00 TOTAL CARRIED TO COLLECTION: 0.00





4.5 Drainage Works

Excavation Work4.5.1 Excavate trench for drain n.e. 1.50m deep a.d. M3 6,420.00 0.00 0.00 0.00 12.00 -

4.5.2 Ditto ex. 1.5m n.e 3.0m deep a.d. M3 1,170.00 0.00 0.00 0.00 65.00 -

Mass concrete (Grade 15)4.5.3 Base and haunching of drain. M3 41,800.00 0 0 0 190.00 -

Brickwall4.5.4 230mm thk as drainwall n.e 0.9m. M2 39,750.00 0 0 0 75.00 -

4.5.5 343mm thk up to 1.5m. M2 2,750.00 0 0 0 110.00 -

Precast concrete Grade 20 incl. moulds - 4.5.6 300mm wide ''V'' shape block drain M 14,250.00 0 0 0 25.00 -

Mild steel rod reinforcement

4.5.7 12mm x 450mm dowel bar at drain base kg 5,250.00 0 0 0 3.50 -

Sundries4.5.8 100mm dia. PVC pipe 230mm long as No 4,500.00 0 0 0 10.00 -

weephole in rubblewall

4.5.9 800mm x 600mm precast slab as drain cover No 26,550.00 0 0 0 25.00 -

4.5.10 800mm x 600mm MS grating as drain cover No 11,800.00 0 0 0 100.00 -

Road Crossing Culverts4.5.11 Excavate for pipe cuvert over 1.5m n.e 3.0m M3 3,150.00 0 0 0 18.00 -

4.5.12 Selected compact backfill on top of culvert M3 420.00 0 0 0 6.00 - valve a.d.

4.5.13 900mm dia. Pipe culvert class 'X' M 10,080.00 0 0 0 280.00 -

4.5.14 1200mm dia. Pipe culvert class 'X' M 9,450.00 0 0 0 450.00 -

SUMPSSump 1200mm x 1200mm

4.5.15 For depth ex.1.50m and n.e. 3.00m No 4,800.00 0 0 0 800.00 -

Sump 1500mm x 1500mm4.5.16 For depth ex.1.50m and n.e. 3.00m No 2,400.00 0 0 0 1,200.00 -

MS GratingsFor sumps

4.5.17 1500mm x 1500mm No 6,000.00 0 0 0 1,000.00 -

4.5.18 1800mm x 1800mm No 3,600.00 0 0 0 1,200.00 -

Trash Screen4.5.19 Trash screen as per drawing c/w frames No 1,500.00 0 0 0 500.00 -

End of Water Reticulation Works : 195,640.00 TOTAL CARRIED TO SUMMARY: 0.00



Item Description Amount This Last Total Rate AmountRM Month Month Todate RM

SUMMARY INFRA

1.0 SITE CLEARANCE & EARTHWORKS 40,750.00 4,000.00 (ALL PROVISIONAL)

2.0 ROAD WORKS (ALL PRVISIONAL) 409,234.00 -

3.0 WATER RETICULATION WORKS 89,875.00 - (ALL PROVISIONAL)

4.0 SEWER RETICULATION WORKS 66,536.00 - (ALL PROVISIONAL)

5.0 DRAINAGE WORKS (ALL PROVISIONAL) 195,640.00 -

End of Infrastructure Works : 802,035.00 TOTAL CARRIED TO SUMMARY: 4,000.00


PROVISIONAL SUM



5.0 PROVISIONAL SUM

5.1Special Provision To the Condition Of Contract

5.1.1 Testing Of Materials 5,000.00 -

5.1.2 Contingencies 300,000.00 -

5.1.3 Painting works 70,000.00 -

5.2 Works To Be Executed By Sub-KontraktorBerwibawa (SKB)

5.2.1 TNB Substation 220,000.00 -

5.2.2 Landscaping and Signage Works 85,000.00 -

5.2.3 Street Lighting and External Telecom. Works 75,000.00 -

-

End of Provisional Sum: 755,000.00 TOTAL CARRIED TO SUMMARY: 0.00

- 11 -

PERBADANAN KEMAJUAN NEGERI SELANGOR (SELANGOR STATE DEVELOPMENT CORPORATION)


PROJEK :

NO. KONTRAK : PKNS / SA / Py / KON - 5 / 2011

KONTRAKTOR : IBRAHIM MIAN SDN. BHD

TARIKH TAKSIRAN : 19 / 5 / 2014 (RM)

TEMPOH KONTRAK : 9 MEI 2012 SEHINGGA 19 NOVEMBER 2013

LANJUTAN MASA NO.1 (KESELURUHAN) 20 NOVEMBER 2013 - 25 OKTOBER 2014 HARGA KONTRAK: 26,681,078.10

TEMPOH SIAP UNIT CONTOH : 9 MEI 2012 SEHINGGA 1 JANUARI 2013 26,681,078.10

PRELIMINARIES

BQ NO DESCRIPTION WORKDONE

INITIAL RECURRING COMPLETION (RM) Paid (RM) Paid (RM)

1 PRELIMINARIES

1.1 Temp. Building1.1.1 Office Accommodation for

Superintending Officer ( S.O ) 30,000.00 18,000.00 18,000.00 9,000.00 9,000.00 3,000.00

1.1.2 Temporary Building for Contractor 20,000.00 12,000.00 12,000.00 6,000.00 6,000.00 2,000.00

1.2 Temporary Water Supply 15,000.00 15,000.00 15,000.00 - - -

1.3 Temporary Power Supply 15,000.00 1,450.00 1,450.00 13,550.00 13,550.00 -

1.4 Temporary Hoarding 43,000.00 25,800.00 25,800.00 12,900.00 12,900.00 4,300.00

1.5 Signboard 3,000.00 2,400.00 2,400.00 300.00 300.00 300.00

1.6 Site Security 25,000.00 - - 25,000.00 25,000.00 -

1.7 Telephone 5,000.00 1,499.00 1,499.00 3,501.00 3,501.00 -

1.8 a) InsurancesI) SOCSO 1,000.00 1,000.00 1,000.00 - - -

ii) Workmen's Compensation 1,000.00 931.14 931.14 68.86 68.86 - `

iii) Contractor's All Risk 5,000.00 4,615.69 4,615.69 384.31 384.31 -

b) Performance Bond 40,000.00 40,000.00 40,000.00 - - -

1.9 CIDB (As per receipt paid) 8,000.00 5,431.25 5,431.25 - - -

1.10 Setting out 10,000.00 6,000.00 6,000.00 4,000.00 4,000.00

1.11 Programme of Work 2,500.00 - - 2,500.00 2,500.00

1.12 Existing Services 2,000.00 - - 2,000.00 2,000.00 -

1.13 As-built Drawings on Completion. 6,000.00 - - - - 6,000.00

1.14 Site Meetings 3,500.00 - - 3,500.00 3,500.00 -

1.15 Progress Report and Photograph 1,500.00 - - 1,500.00 1,500.00 -

1.16 Safety, Health and Welfare 5,000.00 - - 5,000.00 5,000.00 -

1.17 Mosquito Prevention 3,000.00 - - 3,000.00 3,000.00 -

1.18 Quality Assurance (Qlassic) 16,000.00 - - - - 16,000.00

1.19 Stamp Duty 4,500.00 4,500.00 - - - -

1.2 Wash Trough 20,500.00 - - - - -

1.21 Silt Trap 14,000.00 - - - - -

1.22 Clearing Upon Completion 8,500.00 - - - - 8,500.00

Total 308,000.00 138,627.08 134,127.08 92,204.17 92,204.17 40,100.00

SCHEDULE OF PRELIMINARIES Percentage W/D

1. Initial Payment 138,627.08 x 96.75% = RM 134,127.08

2. Monthly Recurring Payment 92,204.17 x 32.00% = RM 29,505.33

3. Completion 40,100.00 x 0.00% = RM -

TOTAL CLAIM FOR PRELIMINARIES RM 163,632.41

CADANGAN MEMBINA DAN MENYIAPKAN 10 UNIT RUMAH BERKEMBAR DAN 9 UNIT RUMAH SESEBUAH (FASA 1) DI PRESINT 12, SEKSYEN U13 SHAH ALAM.

TOTAL AMOUNT

(RM)

BAHAN-BAHAN DI TAPAK BAYARAN KEMAJUAN NO. 2


1 Reinforcement Ton 40 2,800.00 112,000.00

2 BRC A6 Sheets 150 70.00 10,500.00

3 25mm dia. ABS pipe Nos 144 12.00 1,728.00

4 Cement Bricks Pcs 2240 0.24 537.60

5 Sand Load 3 380.00 1,140.00

6 Crusher Run Load 1 350.00 350.00

7 House Manhole (Chezy) Nos 18 200.00 3,600.00

TOTAL 129,855.60

LESS 25% 32,463.90

TOTAL VALUE OF MATERIAL ON SITE RM 97,391.70

CADANGAN MEMBINA DAN MENYIAPKAN 10 UNIT RUMAH BERKEMBAR DAN 9 UNIT RUMAH SESEBUAH DI PERCINT 12, (FASA 1) SEKSYEN U13, SHAH ALAM, SELANGOR DARUL EHSAN.

- 12 -

PROJEK: CADANGAN MEMBINA DAN MENYIAPKAN 10 UNIT RUMAH BERKEMBAR DAN 9 UNIT RUMAH SESEBUAH (FASA 1) DI PRESINT 12, SEKSYEN U13 SHAH ALAM.

-

No. Kontrak PKNS / SA / Py / KON - 5 / 2011

BAYARAN KEMAJUAN NO. 2 PERCENTAGE BREAKDOWN

TARIKH TAKSIRAN : 25/6/2012

Percentage of Work Done per Element

B/LO SEMI D B/LO SEMI-D

BIL ELEMENT A B (9 unit) (10 unit)

% % B 1A (S) B 1A B 1B B 1C B 2 RB S1 RB S2

per bldg per element 1 Unit 5 Unit 1 Unit 1 Unit 1 Unit 4 Unit 6 Unit

1. WORK BELOW LOWEST FLOOR LEVEL

1.1 Raft foundation 4 44 44 0 0 0 0 0 0 0

1.2 5 56 56 0 0 0 0 0 0 0

total: 9 100 100 0 0 0 0 0 0 0

Average % of work done per

building / element 0 0

9 9

= 0% 0%

2. FRAME

2.1 R.C. in ground floor column 4 29 29 0 0 0 0 0 0 0

2.2 R.C. in first floor beam 4 29 29 0 0 0 0 0 0 0

2.3 R.C. in first floor column 4 29 29 0 0 0 0 0 0 0

2.4 R.C. in roof beam 2 13 13 0 0 0 0 0 0 0

total: 14 100 100 0 0 0 0 0 0 0



9 9

= 0% 0%

3. UPPER FLOOR

3.1 R.C. in upper floor slab 9 100 100 0 0 0 0 0 0 0

total: 9 100 100 0 0 0 0 0 0 0



9 9

= 0% 0%

muka surat - 1 -

Ground floor slab, and apron all including hardcore


BLOCK A BLOCK B

BIL ELEMENT

% BLOCK BLOCK A B / B1 C A1

per bldg A B 1 Unit 7 Unit 1 Unit 1 Unit

4. STAIRCASE

4.1 R.C in staircase 3 60 60 0 0 0 0

4.2 Staircase finishes and handrail 1 20 20 0 0 0 0

4.3 Painting to handrail 1 20 20 0 0 0 0

total: 5 100 100 0 0 0 0



9 9

= 0% 0%

5. ROOF AND RAINWATER GOODS

5.1 6 43 43 0 0 0 0

5.2 Metal deck including ridges, flashing etc. 5 36 36 0 0 0 0

5.3 Gutter, downpipe including accessories 2 14 14 0 0 0 0

5.4 R.C. in roof slab 1 7 7 0 0 0 0

total: 14 100 100 0 0 0 0



9 9

= 0% 0%

Say 0% 0%

6. EXTERNAL WALL

6.1 Half Brickwall in clay brick 5 100 100 0 0 0 0

total: 5 100 100 0 0 0 0



9 9

= 0% 0%

Say 0% 0%

7. INTERNAL WALL AND PARTY WALL

7.1 Half brickwall in clay brick for internal wall 5 63 63 0 0 0 0

7.2 One brickwall in clay brick for party wall 3 37 37 0 0 0 0

total: 8 100 100 0 0 0 0



9 9

= 0% 0%

Say 0% 0%

Proprietary steel roof truss system including purlin and fascia

muka surat - 2 -


BLOCK A BLOCK B

BIL ELEMENT



8. DOORS AND IRONMONGERY

8.1 Galvanised steel roller shutter 3 60 60 0 0 0 0

8.2 Plywood flush door including frame 1 20 20 0 0 0 0

8.3 Fire rated door 1 20 20 0 0 0 0

total: 5 100 100 0 0 0 0



9 9

= 0% 0%

Say 0% 0%

9. WINDOWS

9.1 Fixed glass louvers 1 25 25 0 0 0 0

9.2 Casement window 1 25 25 0 0 0 0

9.3 Adjustable glass louvers 1 25 25 0 0 0 0

9.4 Top hung glass panel 1 25 25 0 0 0 0

total: 4 100 100 0 0 0 0



9 9

= 0% 0%

Say 0% 0%

10. INTERNAL & EXTERNAL FLOOR FINISHES

10.1 Ground floor 2 67 67 0 0 0 0

10.2 First floor 1 33 33 0 0 0 0

total: 3 100 100 0 0 0 0



9 9

= 0% 0%

11. INTERNAL & EXTERNAL WALL FINISHES

11.1 Wall tiles 3 75 75 0 0 0 0

11.2 Painting 1 25 25 0 0 0 0

total: 4 100 100 0 0 0 0



9 9

= 0% 0%

muka surat - 3 -


BLOCK A BLOCK B

BIL ELEMENT



12. Internal And External Ceiling Finishes

12.1 Skim coat 2 50 50 0 0 0 0

12.2 Asbestos 2 50 50 0 0 0 0

total: 4 100 100 0 0 0 0



9 9

= 0% 0%

13. Plastering to internal and external wall

13.1 Ground floor 3 50 50 0 0 0 0

13.2 First floor 3 50 50 0 0 0 0

total: 6 100 100 0 0 0 0



9 9

= 0% 0%

muka surat - 4 -


BLOCK A BLOCK B

BIL ELEMENT



14 Internal Plumbing And Sanitary Fittings

14.1 Internal plumbing 3 50 50 0 0 0 0

14.1 Sanitary fitting 2 33 33 0 0 0 0

14.1 Testing 1 17 17 0 0 0 0

total: 6 100 100 0 0 0 0


building / element

0 0

9 9

= 0% 0%

Say 0% 0%

15 External Works Within Boundries

15.1 Shop manhole 1 50 50 0 0 0 0

15.2 External plumbing 1 50 50 0 0 0 0

total: 2 100 100 0 0 0 0


building / element

0 0

9 9

= 0% 0%

Say 0% 0%

16. Miscellanous works

16.1 House numbering 1 50 50 0 0 0 0

16.2 Model unit 1 50 50 0 0 0 0

total: 2 100 100 0 0 0 0



9 9

= 0% 0%

Say 0% 0%

100

…………………………………….. …………………………………

Juruteknik / Pembantu teknik Disemak Oleh:

yang membuat taksiran Pem. Teknik U. Bahan /

Jurukur Bahan / WPP U. Bahan

muka surat - 5 -

CADANGAN MEMBINA DAN MENYIAPKAN 10 UNIT RUMAH BERKEMBAR DAN 9 UNIT RUMAH SESEBUAH (FASA 1) DI PRESINT 12, SEKSYEN U13 SHAH ALAM.

SEMI-D

(10 unit)

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BLOCK B

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BLOCK B

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BLOCK B

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BLOCK B

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3.6 External Works Of Building

3.6.1 Surface Water Outlet DrainType A (Pile Foundation) 0% x 8,600.00 = 0.00Type B (Pad Footing) 0% x 15,900.00 = 0.00

3.6.2 DrivewayType A (Pile Foundation) 0% x 11,960.00 = 0.00Type B (Pad Footing) 0% x 21,320.00 = 0.00

3.6.3 House ManholeType A (Pile Foundation) 0% x 4,186.00 = 0.00Type B (Pad Footing) 0% x 7,462.00 = 0.00

3.6.4 Household Sewer ConnectionType A (Pile Foundation) 0% x 1,794.00 = 0.00Type B (Pad Footing) 0% x 16,195.00 = 0.00

3.6.5 External PlumbingType A (Pile Foundation) 0% x 16,560.00 = 0.00Type B (Pad Footing) 0% x 29,520.00 = 0.00

3.6.6 TurfingType A (Pile Foundation) 0% x 6,785.00 = 0.00Type B (Pad Footing) 0% x 12,510.00 = 0.00

3.6.7 Retaining Wall Between Split LevelAvg 600mm drop (Pile Foundation & Pad Footing) 0% x 25,000.00 = 0.00Avg 300mm drop (Pile Foundation) 0% x 5,000.00 = 0.00

TOTAL CARRIED TO SUMMARY: 182,792.00 0.00

- 6 -

contoh bayaran kemajuan & tax invoice (300515)

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