interim payment no 14-final

KERAJAAN MALAYSIAJABATAN KERJA RAYA

BAYARAN INTERIM NO.14

PERUNTUKAN PEMBANGUNAN: MAKSUD : BUTIRAN :

TAJUK KERJA : : CADANGAN MEREKA, MEMBINA DAN MENYIAPKAN KOMPLEKS BELIA DAN SUKAN DAERAH JOHOR BAHRU, JOHOR DARUL TAKZIM

NAMA DAN ALAMAT KONTRAKTOR : AP&F CONSTRUCTIONNo 258, Jalan Macalistar,41200 Klang, Selangor Darul Ehsan.

NO. KONTRAK : 2722/2010-2011-1/01

HARGA ASAL KONTRAK : : RM 125,548,966.00

JUMLAH BERSIH TAMBAHAN/POTONGAN RM -

HARGA BARU KONTRAK : RM 125,548,966.00

A. BUTIR-BUTIR BAYARAN DAN POTONGAN

1. TARIKH PENILAIAN :

2. TEMPOH KONTRAK :1st August 2010 - 1st Februari 2012

3. NILAI KERJA DILAKSANAKAN DAN AMAUN-AMAUN LAIN YANG KENA BAYAR * RM 126,621,800.67

4. NILAI BERSIH KERJA SEMASA RM 126,621,800.67

5. POTONGAN

a. Bayaran Balik Wang Pendahuluani) Amaun Terkumpul RM - RM 120,344,352.36 ii) Amaun Terdahulu (bayaran 1 - 10 ) RM 120,344,352.36 iii) Amaun Semasa RM 120,344,352.36

b. Akaun Deposit Wang Jaminan Perlaksanaan (Amaun Terdahulu) RM -

c. Gantirugi Tertentu Dan Ditetapkan @ RM 20,700.00/hari RM -

d. Potongan lain jika ada RM - Jumlah Potongan RM 120,344,352.36 RM 120,344,352.36

BAYARAN YANG DISYORKAN RM 6,277,448.31

………………………………...…….……………

(Pegawai Pengesyor)

Tarikh : ………………………………………….

B PERAKUAN BAYARAN

1. Bayaran Interima) Kepada Kontraktor Utama RM - b) Kepada Subkontraktor/Penerima Hak RM -

(Seperti di Lampiran A)Jumlah Bayaran Interim RM - RM -

2. Kredit Akaun Deposit Wang Jaminan Perlaksanaan (10% dari Bayaran Disyorkan sehingga 5% harga kontrak) RM 6,277,448.31

JUMLAH RM -

BAYARAN DIPERAKUKAN RM -

(RINGGIT MALAYSIA: )

Adalah disahkan bahawa semua peraturan kewangan dan kehendak di bawah Kontrak telah dipatuhi

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

1 Jumlah amaun yang dibayar dibawah Perakuan ini ialah (Untuk diisi oleh Pegawai yang menyediakan baucer. Sesalinan perakuan hendaklah dikembalikan kepada Jurukur Bahan/Wakil Pegawai Penguasa)

2 Bayaran wang pendahuluan yang telah dikeluarkan (Untuk diisi oleh Jurukur Bahan/Wakil Pegawai Penguasa)

(Pegawai Penguasa)

3 Bayaran semula Wang Pendahuluan sehingga kini4 Jumlah Wang Jaminan Yang Perlu Ditahan* Termasuk Barang Tak Pasang, Pelarasan Turun Naik Harga, Tuntutan Bayaran Tambahan yang diluluskan

Kompleks Belia dan Sukan Daerah Johor Bahru, Johor

KOMPLEKS BELIA DAN SUKAN DAERAH JOHOR BAHRU, JOHOR.Interim Payment No. 14

Date of Valuation : % work done

AmountITEM DESCRIPTION

AMOUNT prev. current To date

(RM) % % %

SUMMARY

1.0 PRELIMINARIES 7,105,760.00 100% 0% 100% 7,105,760.00

2.0 PILING WORKS 5,768,517.00 100% 0% 100% 5,768,517.00

3.0 BUILDING WORKS

3.1 Blok Pentadbiran 4,446,900.00 100% 0% 100% 4,446,900.00

3.2 Blok Akademik 5,929,200.00 100% 0% 100% 5,929,200.00

3.3 Dewan Serbaguna & Astaka 1,536,848.00 100% 0% 100% 1,536,848.00

3.4 Perpustakaan 2,001,105.00 100% 0% 100% 2,001,105.00

3.5 Kantin 533,628.00 100% 0% 100% 533,628.00

3.6 Surau 79,056.00 100% 0% 100% 79,056.00

3.7 Stadium 35,819,133.80 100% 0% 100% 35,819,133.80

3.8 Kolam Renang 91,112.00 100% 0% 100% 91,112.00

4.0 M&E SERVICES 17,063,960.90 100% 0% 100% 17,063,960.90

5.0 EXTERNAL WORKS 45,173,744.70 100% 0% 100% 45,173,744.70

TOTAL BUILDERS WORKS 125,548,965.40 100% 125,548,965.40

MATERIAL ON SITE 579,313.98

Variation order

APK 1 281,485.00 100% 0% 100% 281,485.00

APK 2 9,239.80 100% 0% 100% 9,239.80

APK 3 74,436.49 100% 0% 100% 74,436.49

APK 4 10,000.00 0% 100% 100% 10,000.00

APK 5 118,360.00 0% 100% 100% 118,360.00

(please refer Lampiran B)

TOTAL AMOUNT 126,621,800.67

……………………………………………………..

(Signature of Quantity Surveyor )

Date: ……………………

CONTRACT NO: STATEMENT OF PRICE VARIATION CALCULATION IN ACCORDANCE LAMPIRAN AWITH THE SPECIAL PROVISION OF THE CONDITIONS OF CONTRACT INCLUDED IN RECOMMENDATION FOR PROGRESS PAYMENT NO. 8

PROJECT :DATE OF VALUATION : 7-Apr-11

Value of Work Done To Date

Category of buildings Total Preliminaries Applicable Applicable Effective Base Current Fluctuation Increase Increase Total increase(relevant categories builder's & item based value of value of value of index Index factor decrease up to decrease to

shall ignored) in actual cost work done work done work done (+) / (-) for the previous + carried toor current previous for the July. '08 Jul. '10 month month progress

prices month month paymentcertificate

(A) (B) (C) (D) (E) (F) (H) (J) (K) (L) (M) (N)

(D - E) *Recovery Factor x (J - H)/H (F x K) (L + M)

(RM) (RM) (RM) (RM) (RM) (RM) (RM) (RM) (RM) (RM) (RM) (RM)

1) Single Storey 38,059,777.80 38,059,777.80 28,080,849.75 9,978,928.05 100.00 103.10 0.016120 160,860.32 - 160,860.32 2) 2 - 4 Storey R.C Building with flat roof3) 2 - 4 Storey R.C Building with 12,377,205.00 12,377,205.00 9,871,838.75 2,505,366.25 100.00 99.00 -0.004800 (12,025.76) - (12,025.76)

pitched roof4) 5 Storey and above R.C

(accom. building)5) 5 Storey and above R.C Office Building6) Timber Building7) Timber Piling8) Reinforced Concrete Piling9) External works 45,173,744.70 45,173,744.70 9,645,478.93 35,528,265.78 100.00 101.05 0.004620 164,140.59 - 164,140.59

TOTAL (RM) 312,975.15 - 312,975.15

Notes:* Recovery Factor

1) Single Storey 0.522) 2 - 4 Storey R.C Building with flat roof 0.483) 2 - 4 Storey R.C Building with 0.48

pitched roof4) 5 Storey and above R.C 0.46

(accom. building)5) 5 Storey and above R.C Office Building 0.466) Timber Building 0.557) Timber Piling 0.458) Reinforced Concrete Piling 0.309) External works 0.44

BASE INDEX MONTH / YEAR : JULY 2008

MONTH / YEAR CURRENT INDEX APPLICABLE : JULY 2010

PROJECT : CADANGAN MEMBINA DAN MENYIAPKAN SEBUAH KOMPLEKS BELIA DAN SUKAN DAERAH JOHOR BAHRU, JOHOR DARUL TAKZIM.

SUMMARY VARIATION ORDERS

Progress Claim : 13

V.O. Description to date

1. Variation Order 1 ADDITIONAL WORK FOR AIR-COND. 281,485.00 100% 0% 100% 281,485.00

2. Variation Order 2 ADDITIONAL WORK FOR ROAD AND CAR PARK 9,239.80 90% 10% 100% 9,239.80

3. Variation Order 3 74,436.49 90% 10% 100% 74,436.49

4. Variation Order 4 FOUNTAIN DESIGN 10,000.00 0% 100% 100% 10,000.00

5 Variation Order 5 GATE 118,360.00 0% 100% 100% 118,360.00

Total Variation Order (RM) = 493,521.29 493,521.29

AP&F V. O. Amount (RM)

previous work done

current work done

Certified Amount (RM)

SECTION J - TNB SUB-STATION (DOUBLE CHAMBER) (ALL PROVISIONAL)

Material On Site-6

PROJECT : CADANGAN MEMBINA DAN MENYIAPKAN SEBUAH KOMPLEKS BELIA DAN SUKAN DAERAH JOHOR BAHRU, JOHOR DARUL TAKZIM.

MATERIAL ON SITE

Item Description Unit Quantity Rate (RM)

1. Cement bag 200.00 15.00 3,000.00

2. Steel Wire Mesh A9 - 100 pcs m2 1,320 17.00 22,440.00


4. Steel Wire Mesh A6.5 - 200 pcs m2 2,640 9.50 25,080.00

5. Steel Wire Mesh B7 - 150 pcs m2 1,980 15.05 29,799.00

6. Reinforcement Bar - R6 ( 7 tonne) kg 7,000 2.00 14,000.00

7. - 8mm dia. kg 1,000 3.00 3,000.00

8. - 10mm dia kg 1,000 2.70 2,700.00

1. Cement bag 250.00 15.00 3,750.00






7. - 8mm dia. kg 1,500 3.00 4,500.00

8. - 10mm dia kg 1,500 2.70 4,050.00

1. Cement bag 300.00 15.00 4,500.00






7. - 8mm dia. kg 2,500 3.00 7,500.00

8. - 10mm dia kg 2,500 2.70 6,750.00

1. Cement bag 500.00 15.00 7,500.00


3. - 8mm dia. kg 5,000 3.00 15,000.00

4. - 10mm dia kg 5,000 2.70 13,500.00

1. Cement bag 400.00 15.00 6,000.00

Total Amount (RM) = 643,682.20

Total Amount for 90% Material On Site (RM) = 579,313.98

Total Amount to be paid (RM) = 579,313.98

Total Amount (RM)

CADANGAN MEMBINA DAN MENYIAPKAN SEBUAH KOMPLEKS BELIA DAN SUKAN DAERAH JOHOR BAHRU, JOHOR DARUL TAKZIM.

BILL PART A :PRELIMINARIES INTERIM PAYMENT No.10

Item Description COST (RM)

(RM) Initial Recurring Completion

1 Law, Regulation And Requirements 100,000.00 100,000.00 100% 100,000.00

2 150,000.00 150,000.00 100% 0% 100% 150,000.00

3 903,000.00 903,000.00 100% 903,000.00

4 Insurance of works 903,000.00 903,000.00 100% 903,000.00

5 Performance Bond -

6 Site Management Cost 6,500.00 6,500.00 100% 0% 100% 6,500.00

7 Setting Out 47,500.00 47,500.00 100% 0% 100% 47,500.00

8 Planning and Scheduling 6,500.00 6,500.00 100% 6,500.00

9 Progress Report 6,000.00 6,000.00 100% 0% 100% 6,000.00

10 Progress Photograph 7,000.00 7,000.00 100% 0% 100% 7,000.00

11 Project Diary 4,000.00 4,000.00 100% 0% 100% 4,000.00

12 Safeguarding the Works 30,000.00 30,000.00 100% 0% 100% 30,000.00

13 Contractor's Plant 91,000.00 91,000.00 100% 91,000.00

14 Shop Drawing 21,500.00 21,500.00 100% 0% 100% 21,500.00

15 Site Office 30,500.00 10,000.00 100% 10,000.00 19,500.00 100% 0% 100% 19,500.00 1,000.00 100% 100% 200% 2,000.00

16 Telephone 14,000.00 3,000.00 100% 3,000.00 8,000.00 100% 0% 100% 8,000.00 3,000.00 100% 100% 200% 6,000.00

17 Facsimile Transceiver 10,500.00 1,000.00 100% 1,000.00 8,500.00 100% 0% 100% 8,500.00 1,000.00 100% 100% 200% 2,000.00

18 Safety Boots 6,500.00 6,500.00 100% 6,500.00

19 Safety Helmets 6,500.00 6,500.00 100% 6,500.00

20 Raincoats 3,500.00 3,500.00 100% 3,500.00

21 Mobile Phone 3,577.00 577.00 100% 577.00 3,000.00 100% 0% 100% 3,000.00

22 Site Vehicles - PROTON WAJA 1.6 (A) 31,577.00 31,577.00 100% 31,577.00 100%

23 Site Vehicles - HONDA EX5 110cc 5,000.00 3,000.00 100% 3,000.00 2,000.00 100% 0% 100% 2,000.00

24 Provision of Notebook For The S.O 5,500.00 5,500.00 100% 5,500.00

25 Digital Still Camera and Digital Video Camera 2,423.00 2,423.00 100% 2,423.00

26 Desktop/Personal Computer 5,500.00 5,500.00 100% 5,500.00

27 Photo Copier Machine 11,500.00 5,000.00 100% 5,000.00 6,500.00 100% 0% 100% 6,500.00

28 Temporary Building 21,577.00 10,000.00 100% 10,000.00 10,577.00 100% 0% 100% 10,577.00 1,000.00 100% 0% 100% 1,000.00

29 Temporary Lighting and Power 290,000.00 10,000.00 100% 10,000.00 273,000.00 100% 0% 100% 273,000.00 7,000.00 100% 0% 100% 7,000.00

30 Temporary Water Supply 290,000.00 10,000.00 100% 10,000.00 273,000.00 100% 0% 100% 273,000.00 7,000.00 100% 0% 100% 7,000.00

31 Plant and Machinery 801,500.00 100,000.00 100% 100,000.00 601,500.00 100% 0% 100% 601,500.00 100,000.00 100% 0% 100% 100,000.00

32 Project Signboard 2,077.00 2,077.00 100% 2,077.00

Total Amount %

workdone Total Workdone

(RM)%

workdone%

workdone%

workdoneTotal Workdone

(RM)%

workdone%

workdone%


(RM)

Responsibilities of Contractor for NSC and/or Nominated SupplierInsurance againts Personal Injuries and Damages to Property

CADANGAN MEMBINA DAN MENYIAPKAN SEBUAH KOMPLEKS BELIA DAN SUKAN DAERAH JOHOR BAHRU, JOHOR DARUL TAKZIM.

BILL PART A :PRELIMINARIES INTERIM PAYMENT No.10

Item Description COST (RM)

(RM) Initial Recurring Completion

Total Amount %

workdone Total Workdone

(RM)%

workdone%

workdone%


(RM)%

workdone%

workdone%


(RM)

33 Wash Trough 32,000.00 32,000.00 100% 32,000.00

34 Desilting 32,000.00 32,000.00 100% 32,000.00

35 Existing Services, Facilities And Public In The Vicinity 51,500.00 51,500.00 100% 0% 100% 51,500.00

36 Maintenance of Existing Drains 52,000.00 52,000.00 100% 0% 100% 52,000.00

37 Damage to Existing Roads, Paths, Etc. 23,000.00 23,000.00 100% 23,000.00

38 Acccess and Temporary Roads 61,577.00 10,000.00 100% 10,000.00 41,577.00 100% 0% 100% 41,577.00 10,000.00 100% 0% 100% 10,000.00

39 Temporary Hoarding and Gantries 880,000.00 100,000.00 100% 100,000.00 680,000.00 100% 0% 100% 680,000.00 100,000.00 100% 0% 100% 100,000.00

40 Temporary Scaffolding and staging 880,000.00 100,000.00 100% 100,000.00 680,000.00 100% 0% 100% 680,000.00 100,000.00 100% 0% 100% 100,000.00

41 Mosquito prevention 31,500.00 31,500.00 100% 0% 100% 31,500.00

42 First Aid Kit 2,577.00 1,000.00 100% 1,000.00 1,577.00 100% 0% 100% 1,577.00

43 Safety of Site 12,000.00 6,000.00 100% 6,000.00 6,000.00 100% 0% 100% 6,000.00

44 Keeping Site Dry 12,000.00 6,000.00 100% 6,000.00 6,000.00 100% 0% 100% 6,000.00

45 Security 23,280.00 23,280.00 100% 0% 100% 23,280.00

46 Clearing Away Equipment, Etc. 10,300.00 3,000.00 100% 3,000.00 5,300.00 100% 0% 100% 5,300.00 2,000.00 100% 0% 100% 2,000.00

47 Cleaning up Site 11,500.00 6,500.00 100% 0% 100% 6,500.00 5,000.00 100% 0% 100% 5,000.00

48 As Built Drawings 6,500.00 6,500.00 100% 0% 100% 6,500.00

49 Procedure for Inspection Prior to Handover of the Works 13,000.00 13,000.00 100% 0% 100% 13,000.00

50 Final Cleaning 33,000.00 33,000.00 100% 0% 100% 33,000.00

51 Mock-Up Unit ### 221,459.00 100% 221,459.00 664,377.00 100% 0% 100% 664,377.00 221,459.00 100% 0% 100% 221,459.00

52 Local And Other Authorities Notices And Fees 13,000.00 6,500.00 100% 6,500.00 6,500.00 100% 0% 100% 6,500.00

TOTAL TO FINAL SUMMARY : ### 2,760,613.00 100% 2,760,613.00 ### 100% 3,727,688.00 617,459.00 101% 622,459.00

Initial Cost : RM 2,760,613.00

Recurring Cost : RM 3,727,688.00

Final Cost : RM 622,459.00

TOTAL PRELIMINARIES TO SUMMARY : RM 7,110,760.00

breakdown/prelim/pda/1/1/12

WORKDONE (QTY) AMOUNTITEM DESCRIPTION UNIT QTY RATE AMOUNT prev. Curr. To Date DUE

(RM) (RM)

GENERALLY

A

B

C

D

E

F

G

H

TO COLLECTION - -

The Contractor shall visit the site to determine the exact condition

and nature of works to be undertaken.

The Bills Of Quantities shall be read incojointly with the Drawings, Specification, Preambles and the Conditions of Contract Set in Tender Documents

The prices for works shall include all necessary works as described in Specification, Drawings, Preambles and the Conditions of Contract. No lack of information shall be entertained.

Prices for piles shall include for casting them either on or of site and all necessary formwork including forming necessary recess etc. reinforcement, lifting tongles, pile shoes or extension base plate and extension cap plates all as described.

Prices for handling, transporting, pitching and driving of piles shall be deemed to include the provision of all necessary piling equipment and other plant on site and dismantling and removing the same on completion of the piling work.

Piling shall commence from platform level. Prices for driving shall include for moving of pile frames about the site, raising or lowering them and re-driving of heaved piles.

Prices for testing of piles shall be deemed to include the provision

of all pile testing equipment on site and dismantling and removing

the same on completion of the piling work.

The Contractor shall take note that notwithstanding to term of

Conditions of Contract, the quantities of piling works in this bill are

'PROVISIONAL' and subject to re-measurement unless specified

as Lump Sum or any otherwise stated. The payment shall be

based on quantity of piles driven and valued in accordance to note

hereunder.

WORKDONE (QTY) AMOUNTITEM DESCRIPTION UNIT QUANTITY RATE (RM) AMOUNT(RM) prev. Current To Date DUE

A

PREAMBLES

B

C

D

E

F

G

TO COLLECTION - -

DEVIATION FROM THE STANDARD METHOD OF MEASUREMENT

The method of measurement for the Piling Works is generally not in accordance with Clause 39 to 45 in Page 20 to 22 of the SMM.

The rate for pay length of the pile shall be deemed to include the initial and extension piles notwithstanding whether the pile is driven in singly or cluster, labour and materials for jointing between the initial and extension piles, shoeing, pointing and wastage. The rate shall also deemed to include for piling on flat or sloping ground including all necessary modifications to piling frame to accommodate stiff or any gradient of slope.

The type of pile driving equipment to be used for this buildings is of the Drop Hammer System all to specialist's design and to the approval of the Engineer / S.O. and Local Authorities.

For supply, deliver, handle, unload, transport and pitch shall be measured for the full approved pitch length.

For driving it shall be measured from the toe of the piles when

driven to the cut of level.

The rate of every items of piling works shall include working in

whatever platform levels irrespective of either at ground or

formation or reduce level

Preliminary Test Pile shall be part of working piles and shall be installed all in accordance to the specification and as shown in the drawing. Pile point for test drive shall be determined by the Engineer / S.O.


BRIEF SPECIFICATION

A All piles shall comply the following requirements

B

C

a. First cycle = Incremental loading to working load of pile

b. Second cycle = Incremental loading to twice working load of pile

D

E

Unless otherwise stated the design, materials and workmanship for

the precast concrete piles shall comply with the relevant Clauses

of BS 8004: 1986 and BS 8110: 1985

Maintain load test has to be carried out in Two (2) cycles. The test

load for each cycles has to be maintained for 24 hours. The test

load shall be as follows:

The Contractor shall provide approved dolly to drive to the required

cut off levels when instructed by the Engineer/S.O

All Spun Pile to be 350mm diameter with working capacity of 65tons and driven to set. All reinforced concrete pile which driven to set shall have working capacity of 30tons and all friction piles shall have working capacity 15tons and driven to 24m depth.

TO COLLECTION - -


MOBILIZATION AND SITE ORGANISATION

A

LumpSum 900,000.00 100% 0% 100% 900,000.00

B

LumpSum 300,000.00 100% 0% 100% 300,000.00

C

LumpSum 50,000.00 90% 10% 100% 50,000.00

D

LumpSum 30,000.00 90% 10% 100% 30,000.00

E

LumpSum 35,000.00 80% 20% 100% 35,000.00

J

LumpSum -

Allow for the provision of all necessary piling equipments, plants, tools and ancillary equipment and for their transportation to site, handling, assembling, erecting, dismantling and removal on completion.

Allow for moving and handling Drop Hammer operated piling equipments about the site as often and whenever necessary for the execution for the whole piling operations including any excavation and filling required for moving.

It is the obligation of the Contractor before commencement and after the completion of the Piling Works but before casting the pile caps, to engage a Licensed Surveyor to set out the correct alignment and eccentricity of each pile strictly in accordance with Structural Engineer's Layout Drawings or any other layout drawings deemed necessary and subsequently issued by the Engineer during the progress of Piling Works.

Allow for submission of four (4) sets of setting out and as-built drawings from Licensed Surveyor inclusive of one (1) softcopy in Auto-Cad programme.

Allow for the submission of records of all piles in quadruplicate copies duly signed by the Contractor and Engineer's representative and delivered to the Engineer as the work proceeds.

In the event that deviation from the correct alignment does occur and eccentricity of any such pile does not confirm to that shown in the said drawings, the rectification of such pile will have to be carried out by the Contractor at his own cost and to entire satisfaction of the Engineer/S.O.

TO COLLECTION 1,315,000.00 1,315,000.00


COLLECTION PAGE

From Page No. 1/1/5....................................... - -

From Page No. 1/2/5 ....................................... - -

From Page No. 1/3/5 ....................................... - -

From Page No. 1/4/5 ....................................... 1,315,000.00 1,315,000.00

TOTAL CARRIED TO SUMMARY 1,315,000.00 0% 0% 100% 1,315,000.00

BILL NO. 2 - BLOK PENTADBIRAN


A 350mm Diameter initial pile in 12.00m length. No 300 900.00 270,000.00 80% 20% 100% 270,000.00

B 350mm Diameter initial preliminary test pile in 12.00m length. No 2 900.00 1,800.00 80% 20% 100% 1,800.00

C 350mm Diameter extension pile in 12.00m length No 521 860.00 448,060.00 80% 20% 100% 448,060.00

D350mm Diameter extension preliminary test pile in 12.00m length.

No 4 860.00 3,440.00 80% 20% 100% 3,440.00

E 350mm Diameter extension pile in 9.00m length. No 300 700.00 210,000.00 80% 20% 100% 210,000.00

F350mm Diameter extension preliminary test pile in 9.00m length.

No 2 700.00 1,400.00 80% 20% 100% 1,400.00

350mm Diameter extension preliminary test pile in 6.00m length.No - 500.00 - -

G No. 300 12.00 3,600.00 80% 20% 100% 3,600.00

H No. 2 12.00 24.00 80% 20% 100% 24.00

J No. 521 12.00 6,252.00 80% 20% 100% 6,252.00

K No. 4 12.00 48.00 80% 20% 100% 48.00

PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING

Supply, deliver and unload on site precast reinforced concrete spun pile (Grade 60) as specified :-

Handle, transport and pitch for precast conrete spun piles as described :-

350mm Diameter initial pile, driving singly / cluster in 12.00m length

350mm Diameter initial preliminary test pile, driving singly / cluster in 12.00m length

350mm Diameter extension pile, driving singly / cluster in 12.00m length

350mm Diameter extension preliminary test pile, driving singly / cluster in 12.00m length

TO COLLECTION 944,624.00 944,624.00


A No. 300 8.70 2,610.00 80% 20% 100% 2,610.00

B No. 2 8.70 17.40 80% 20% 100% 17.40

350mm Diameter extension preliminary test pile in 6.00m length.No - 7.00 - 0% 0% 0% -

Drive only for precast conrete spun piles as described :-

C M 3,600 8.80 31,680.00 80% 20% 100% 31,680.00

D M 24 8.80 211.20 80% 20% 100% 211.20

E M 6,252 8.80 55,017.60 80% 20% 100% 55,017.60

F M 48 8.80 422.40 80% 20% 100% 422.40

G M 2,700 8.80 23,760.00 80% 20% 100% 23,760.00

H M 18 8.80 158.40 80% 20% 100% 158.40

350mm Diameter extension preliminary test pile in 6.00m length.No - 8.80 - 80% 20% 100% -

J

No. 900 21.40 19,260.00 80% 20% 100% 19,260.00

K Ditto, for preliminary test piles No. 6 21.40 128.40 80% 20% 100% 128.40

PRECAST REINFORCED CONCRETE 350MM DIAMETER SPUN PILING (CONT'D)

Handle, transport and pitch for precast conrete spun piles as described :- (Cont'd)









1100mm x 20mm (Overall) fillet weld connection between chamfered edges of head cap and base 1100mm girth including 30mm diameter mild steel centring bar 160mm long, inserting in and including forming 80mm deep mortices in 'head and base of piles.

TO COLLECTION 133,265.40 133,265.40


A

No. 300 30.00 9,000.00 80% 20% 100% 9,000.00

B

No. 300 50.00 15,000.00 80% 20% 100% 15,000.00

Testing of Piles

C Test to 350mm diameter spun pile No. 1 7,300.00 7,300.00 80% 20% 100% 7,300.00

PDA Test

D

No. 1 800.00 800.00 80% 20% 100% 800.00


Cutt off head of pile and remove surplus length off site 350mm precast reinforced concrete spun pile and strip off 1000mm length of head for and including binding expose reinforcement rods to reinforcement in pile cap.

Reinforced conrete Grade 35 cap to cover head of 350mm diameter precast concrete spun pile all to the approval of Engineer/S.O. and to include associated excavation works, formwork, mild steel plate and necessary reinforcements and welding works

Provide the necessary kentlegde, jack and dial gauges for the application and release of the Test Load. The rate shall include all supervision and labour, watching and lighting and removal of kentledge and equipment on completion for 2 cycles (twice working load of 130 Tonnes for both Preliminary Test Pile and Working Piles)

Provide all necessary equipments, supervision and labour for carrying out ''Pile Dynamic Analysis (PDA) Test' all to the Engineer's / S.O.'s approval.

TO COLLECTION 32,100.00 32,100.00


PRECAST REINFORCED CONCRETE SQUARE PILING

A 300mm x 300mm initial pile in 12.00m length. No 215 680.00 146,200.00 80% 20% 100% 146,200.00

B 300mm x 300mm initial preliminary test pile in 12.00m length. No 1 680.00 680.00 80% 20% 100% 680.00

C 300mm x 300mm extension pile in 12.00m length No 215 680.00 146,200.00 80% 20% 100% 146,200.00

D300mm x 300mm extension preliminary test pile in 12.00m length.

No 1 680.00 680.00 80% 20% 100% 680.00

Handle, transport and pitch for precast conrete piles as described:

E No. 215 12.00 2,580.00 80% 20% 100% 2,580.00

F No. 1 12.00 12.00 80% 20% 100% 12.00

G No. 215 12.00 2,580.00 80% 20% 100% 2,580.00

H No. 1 12.00 12.00 80% 20% 100% 12.00

Supply, deliver and unload on site precast reinforced concrete pile (Grade 45) as specified :

300mm x 300mm initial pile, driving singly / cluster pile in 12.00m length

300mm x 300mm initial preliminary test pile, driving singly / cluster pile in 12.00m length

300mm x 300mm extension pile, driving singly / cluster pile in 12.00m length

300mm x 300mm extension preliminary test pile, driving singly / cluster pile in 12.00m length

TO COLLECTION 298,944.00 298,944.00


Drive only friction piles to a depth of 24m as described:

A M 3,100 8.80 27,280.00 80% 20% 100% 27,280.00

B M 24 8.80 211.20 80% 20% 100% 211.20

C M 3,100 8.80 27,280.00 80% 20% 100% 27,280.00

D M 24 8.80 211.20 80% 20% 100% 211.20

-------------------------------------------

E

No 215 21.40 4,601.00 80% 20% 100% 4,601.00

F Ditto, preliminary test pile No 1 21.40 21.40 80% 20% 100% 21.40

G

No. 192 22.30 4,281.60 80% 20% 100% 4,281.60

PRECAST REINFORCED CONCRETE SQUARE PILING (CONT'D)



300mm x 300mm extension, driving singly / cluster pile in 12.00m length


1200mm x 20mm (Overall) fillet weld connection between chamfered edges of head cap and base 1200mm girth including 30mm diameter mild steel centring bar 160mm long, inserting in and including forming 80mm deep mortices in head and base of piles.

Cutt off head of pile and remove surplus length off site 300mm x 300mm precast reinforced concrete pile and strip off 1000mm length of head for and including binding exposed reinforcement rods to reinforcement in pile cap.

TO COLLECTION 63,886.40 63,886.40


Testing of Piles

A Test to 300mm x 300mm RC pile No. Rate Only

PDA Test

B

No. 4 800.00 3,200.00 80% 20% 100% 3,200.00




TO COLLECTION 3,200.00 3,200.00


COLLECTION PAGE

From Page No. 2/1/7 ....................................... 944,624.00 944,624.00

From Page No. 2/2/7 ....................................... 133,265.40 133,265.40

From Page No. 2/3/7 ....................................... 32,100.00 32,100.00

From Page No. 2/4/7 ....................................... 298,944.00 298,944.00

From Page No. 2/5/7 ....................................... 63,886.40 63,886.40

From Page No. 2/6/7 ....................................... 3,200.00 3,200.00

TOTAL CARRIED TO SUMMARY 1,476,019.80 1,476,019.80

BILL NO. 3 - BLOK AKADEMIK



B 350mm Diameter initial preliminary test pile in 12.00m length. No 2 900.00 1,800.00 90% 10% 100% 1,800.00



No 4 900.00 3,600.00 90% 10% 100% 3,600.00



No 2 700.00 1,400.00 90% 10% 100% 1,400.00

350mm Diameter extension pile in 6.00m length. No - 500.00 - 0% 0% 0% -

G No. 425 12.00 5,100.00 90% 10% 100% 5,100.00

H No. 2 12.00 24.00 90% 10% 100% 24.00

J No. 425 12.00 5,100.00 90% 10% 100% 5,100.00

K No. 4 12.00 48.00 90% 10% 100% 48.00








TO COLLECTION 1,037,572.00 1,037,572.00


A No. 365 8.70 3,175.50 90% 10% 100% 3,175.50

B No. 2 8.70 17.40 90% 10% 100% 17.40



C M 5,100 8.80 44,880.00 90% 10% 100% 44,880.00

D M 24 8.80 211.20 90% 10% 100% 211.20

E M 5,100 8.80 44,880.00 90% 10% 100% 44,880.00

F M 48 8.80 422.40 90% 10% 100% 422.40

G M 3,285 8.80 28,908.00 90% 10% 100% 28,908.00

H M 18 8.80 158.40 90% 10% 100% 158.40


J












No. 1,275 21.40 27,285.00 90% 10% 100% 27,285.00


TO COLLECTION 150,066.30 150,066.30


A

No. 243 30.00 7,290.00 90% 10% 100% 7,290.00

B

No. 243 50.00 12,150.00 90% 10% 100% 12,150.00

Testing of Piles


PDA Test

D

No. 1 800.00 800.00 90% 10% 100% 800.00







TO COLLECTION 27,540.00 27,540.00







No 1 648.40 648.40 90% 10% 100% 648.40


E No. 143 12.00 1,716.00 90% 10% 100% 1,716.00

F No. 1 12.00 12.00 90% 10% 100% 12.00

G No. 143 12.00 1,716.00 90% 10% 100% 1,716.00

H No. 1 12.00 12.00 90% 10% 100% 12.00






TO COLLECTION 194,745.60 194,745.60


Drive only friction piles to a depth of 24m as described:

A M 1,716 8.80 15,100.80 90% 10% 100% 15,100.80

B M 12 8.80 105.60 90% 10% 100% 105.60

C M 1,716 8.80 15,100.80 90% 10% 100% 15,100.80

D M 12 8.80 105.60 90% 10% 100% 105.60

-------------------------------------------

E

No 143 21.40 3,060.20 90% 10% 100% 3,060.20


G

No. 144 22.30 3,211.20 90% 10% 100% 3,211.20








TO COLLECTION 36,705.60 36,705.60


Testing of Piles

A Test to 300mm x 300mm RC pile No. 1 4,850.00 4,850.00 90% 10% 100% 4,850.00

PDA Test

B

No. 3 800.00 2,400.00 90% 10% 100% 2,400.00




TO COLLECTION 7,250.00 7,250.00


COLLECTION PAGE

From Page No. 3/1/7 ....................................... 1,037,572.00 1,037,572.00

From Page No. 3/2/7 ....................................... 150,066.30 150,066.30

From Page No. 3/3/7 ....................................... 27,540.00 27,540.00

From Page No. 3/4/7 ....................................... 194,745.60 194,745.60

From Page No. 3/5/7 ....................................... 36,705.60 36,705.60

From Page No. 3/6/7 ....................................... 7,250.00 7,250.00

TOTAL CARRIED TO SUMMARY 1,453,879.50 1,453,879.50

BILL NO. 4 - DEWAN SERBAGUNA



B 350mm Diameter initial preliminary test pile in 12.00m length. No 1 900.00 900.00 90% 10% 100% 900.00



No 2 900.00 1,800.00 90% 10% 100% 1,800.00



No 1 700.00 700.00 90% 10% 100% 700.00

G No. 78 12.00 936.00 90% 10% 100% 936.00

H No. 1 12.00 12.00 90% 10% 100% 12.00

J No. 156 12.00 1,872.00 90% 10% 100% 1,872.00

K No. 2 12.00 24.00 90% 10% 100% 24.00








TO COLLECTION 271,444.00 271,444.00


A No. 78 8.70 678.60 90% 10% 100% 678.60

B No. 1 8.70 8.70 90% 10% 100% 8.70


C M 936 8.80 8,236.80 90% 10% 100% 8,236.80

D M 12 8.80 105.60 90% 10% 100% 105.60

E M 1,872 8.80 16,473.60 90% 10% 100% 16,473.60

F M 24 8.80 211.20 90% 10% 100% 211.20

G M 702 8.80 6,177.60 90% 10% 100% 6,177.60

H M 9 8.80 79.20 90% 10% 100% 79.20

J













No. 234 21.40 5,007.60 90% 10% 100% 5,007.60


TO COLLECTION 37,043.10 37,043.10


A

No. 79 30.00 2,370.00 90% 10% 100% 2,370.00

B

No. 79 46.00 3,634.00 90% 10% 100% 3,634.00

Testing of Piles

C Test to 350mm diameter spun pile No. Rate Only

PDA Test

D

No. 1 800.00 800.00 90% 10% 100% 800.00







TO COLLECTION 6,804.00 6,804.00


COLLECTION PAGE

From Page No. 4/1/4 ....................................... 271,444.00 271,444.00

From Page No. 4/2/4 ....................................... 37,043.10 37,043.10

From Page No. 4/3/4 ....................................... 6,804.00 6,804.00

TOTAL CARRIED TO SUMMARY 315,291.10 315,291.10

BILL NO. 5 - PERPUSTAKAAN






No 2 900.00 1,800.00 85% 15% 100% 1,800.00



No 1 700.00 700.00 85% 15% 100% 700.00

G No. 29 12.00 348.00 85% 15% 100% 348.00

H No. 1 12.00 12.00 85% 15% 100% 12.00






J No. 58 12.00 696.00 85% 15% 100% 696.00

K No. 2 12.00 24.00 85% 15% 100% 24.00

TO COLLECTION 103,080.00 103,080.00


A No. 29 8.70 252.30 85% 15% 100% 252.30

B No. 1 8.70 8.70 85% 15% 100% 8.70


C M 348 8.80 3,062.40 85% 15% 100% 3,062.40

D M 12 8.80 105.60 85% 15% 100% 105.60

E M 696 8.80 6,124.80 85% 15% 100% 6,124.80

F M 24 8.80 211.20 85% 15% 100% 211.20

G M 261 8.80 2,296.80 85% 15% 100% 2,296.80












H M 9 8.80 79.20 85% 15% 100% 79.20

J

No. 87 21.40 1,861.80 85% 15% 100% 1,861.80


TO COLLECTION 14,067.00 14,067.00


A

No. 30 30.00 900.00 85% 15% 100% 900.00

B

No. 30 50.00 1,500.00 85% 15% 100% 1,500.00

Testing of Piles


PDA Test

D








No. 1 800.00 800.00 85% 15% 100% 800.00

TO COLLECTION 3,200.00 3,200.00


COLLECTION PAGE

From Page No. 5/1/4 ....................................... 103,080.00 103,080.00

From Page No. 5/2/4 ....................................... 14,067.00 14,067.00

From Page No. 5/3/4 ....................................... 3,200.00 3,200.00



BILL NO. 6 - KANTIN






No 2 900.00 1,800.00 85% 15% 100% 1,800.00



No 1 700.00 700.00 85% 15% 100% 700.00





G No. 86 12.00 1,032.00 85% 15% 100% 1,032.00

H No. 1 12.00 12.00 85% 15% 100% 12.00

J No. 172 12.00 2,064.00 85% 15% 100% 2,064.00

K No. 2 12.00 24.00 85% 15% 100% 24.00

TO COLLECTION 298,932.00 298,932.00


A No. 86 8.70 748.20 85% 15% 100% 748.20

B No. 1 8.70 8.70 85% 15% 100% 8.70



C M 1,032 8.80 9,081.60 85% 15% 100% 9,081.60

D M 12 8.80 105.60 85% 15% 100% 105.60

E M 2,064 8.80 18,163.20 85% 15% 100% 18,163.20












F M 24 8.80 211.20 85% 15% 100% 211.20

G M 774 8.80 6,811.20 85% 15% 100% 6,811.20

H M 9 8.80 79.20 85% 15% 100% 79.20


J

No. 258 21.40 5,521.20 85% 15% 100% 5,521.20


TO COLLECTION 40,794.30 40,794.30


A

No. 87 30.00 2,610.00 85% 15% 100% 2,610.00

B

No. 87 50.00 4,350.00 85% 15% 100% 4,350.00

Testing of Piles










PDA Test

D

No. 1 800.00 800.00 85% 15% 100% 800.00

TO COLLECTION 15,060.00 15,060.00


COLLECTION PAGE

From Page No. 6/1/4 ....................................... 298,932.00 298,932.00

From Page No. 6/2/4 ....................................... 40,794.30 40,794.30

From Page No. 6/3/4 ....................................... 15,060.00 15,060.00



BILL NO. 7 - SURAU






No 2 900.00 1,800.00 90% 10% 100% 1,800.00



No 1 700.00 700.00 90% 10% 100% 700.00




G No. 117 12.00 1,404.00 90% 10% 100% 1,404.00

H No. 1 12.00 12.00 90% 10% 100% 12.00

J No. 234 12.00 2,808.00 90% 10% 100% 2,808.00

K No. 2 12.00 24.00 90% 10% 100% 24.00

TO COLLECTION 405,448.00 405,448.00


A No. 117 8.70 1,017.90 90% 10% 100% 1,017.90

B No. 1 8.70 8.70 90% 10% 100% 8.70



C M 1,404 8.80 12,355.20 90% 10% 100% 12,355.20

D M 12 8.80 105.60 90% 10% 100% 105.60












E M 2,808 8.80 24,710.40 90% 10% 100% 24,710.40

F M 24 8.80 211.20 90% 10% 100% 211.20

G M 1,053 8.80 9,266.40 90% 10% 100% 9,266.40

H M 9 8.80 79.20 90% 10% 100% 79.20


J

No. 351 21.40 7,511.40 90% 10% 100% 7,511.40


TO COLLECTION 55,330.20 55,330.20


A

No. 118 30.00 3,540.00 90% 10% 100% 3,540.00

B

No. 118 50.00 5,900.00 90% 10% 100% 5,900.00

Testing of Piles










C Test to 350mm diameter spun pile No. 7,300.00 Rate Only 90% 10% 100% 0.00

PDA Test

D

No. 1 800.00 800.00 90% 10% 100% 800.00

TO COLLECTION 10,240.00 10,240.00


COLLECTION PAGE

From Page No. 7/1/4 ....................................... 405,448.00 405,448.00

From Page No. 7/2/4 ....................................... 55,330.20 55,330.20

From Page No. 7/3/4 ....................................... 10,240.00 10,240.00




BILL NO. 8 -STADIUM







No 1 648.40 648.40 90% 10% 100% 648.40



No 1 585.00 585.00 90% 10% 100% 585.00


300mm x 300mm extension preliminary test pile in 9.00m length.


E No. 23 12.00 276.00 90% 10% 100% 276.00

F No. 1 12.00 12.00 90% 10% 100% 12.00

G No. 47 12.00 564.00 90% 10% 100% 564.00

H No. 1 12.00 12.00 90% 10% 100% 12.00

G No. 23 10.00 230.00 90% 10% 100% 230.00

H No. 1 10.00 10.00 90% 10% 100% 10.00

TO COLLECTION 62,587.20 62,587.20


Drive only for precast concrete piles as described:

A M 276 8.80 2,428.80 90% 10% 100% 2,428.80

B M 12 8.80 105.60 90% 10% 100% 105.60

C M 564 8.80 4,963.20 90% 10% 100% 4,963.20

D M 12 8.80 105.60 90% 10% 100% 105.60

C M 207 8.80 1,821.60 90% 10% 100% 1,821.60













D M 9 8.80 79.20 90% 10% 100% 79.20

-------------------------------------------

E

No 23 21.40 492.20 90% 10% 100% 492.20


G

No. 24 22.30 535.20 90% 10% 100% 535.20

TO COLLECTION 10,552.80 10,552.80


Testing of Piles

A Test to 300mm x 300mm RC pile No. Rate Only

PDA Test

B








No. 1 800.00 800.00 90% 10% 100% 800.00

TO COLLECTION 800.00 800.00


A 350mm Diameter initial pile in 12.00m length. No 900.00 - 0% 0% 0% -

B 350mm Diameter initial preliminary test pile in 12.00m length. No 900.00 - 0% 0% 0% -

C 350mm Diameter extension pile in 12.00m length No 900.00 - 0% 0% 0% -


No 900.00 - 0% 0% 0% -




E 350mm Diameter extension pile in 9.00m length. No 700.00 - 0% 0% 0% -


No 700.00 - 0% 0% 0% -

G No. 12.00 - 0% 0% 0% -

H No. 12.00 - 0% 0% 0% -

J No. 12.00 - 0% 0% 0% -

K No. 12.00 - 0% 0% 0% -

TO COLLECTION - -


A No. 8.70 - 0% 0% 0% -

B No. 8.70 - 0% 0% 0% -


C M 8.80 - 0% 0% 0% -











D M 8.80 - 0% 0% 0% -

E M 8.80 - 0% 0% 0% -

F M 8.80 - 0% 0% 0% -

G M 8.80 - 0% 0% 0% -

H M 8.80 - 0% 0% 0% -

J

No. 21.40 - 0% 0% 0% -

K Ditto, for preliminary test piles No. 21.40 - 0% 0% 0% -

TO COLLECTION - -


A

No. 30.00 - 0% 0% 0% -

B

No. 50.00 - 0% 0% 0% -











Testing of Piles

C Test to 350mm diameter spun pile No. 7,300.00 - 100% 0% 100% -

PDA Test

D

No. 800.00 - 0% 0% 0% -

TO COLLECTION - -


COLLECTION PAGE

From Page No. 8/1/4 ....................................... 62,587.20 62,587.20

From Page No. 8/2/4 ....................................... 10,552.80 10,552.80

From Page No. 8/3/4 ....................................... 800.00 800.00



- -

- -

- -


BILL NO. 9 - KOLAM RENANG








No 2 860.00 1,720.00 90% 10% 100% 1,720.00



No 1 700.00 700.00 90% 10% 100% 700.00

G No. 47 12.00 564.00 90% 10% 100% 564.00

H No. 1 12.00 12.00 90% 10% 100% 12.00

J No. 94 12.00 1,128.00 90% 10% 100% 1,128.00

K No. 2 12.00 24.00 90% 10% 100% 24.00

TO COLLECTION 161,088.00 161,088.00


A No. 47 8.70 408.90 90% 10% 100% 408.90

B No. 1 8.70 8.70 90% 10% 100% 8.70











C M 564 8.80 4,963.20 90% 10% 100% 4,963.20

D M 12 8.80 105.60 90% 10% 100% 105.60

E M 1,128 8.80 9,926.40 90% 10% 100% 9,926.40

F M 24 8.80 211.20 90% 10% 100% 211.20

G M 423 8.80 3,722.40 90% 10% 100% 3,722.40

H M 9 8.80 79.20 90% 10% 100% 79.20

J

No. 141 21.40 3,017.40 90% 10% 100% 3,017.40


TO COLLECTION 22,507.20 22,507.20


A

No. 48 30.00 1,440.00 90% 10% 100% 1,440.00

B












No. 48 50.00 2,400.00 90% 10% 100% 2,400.00

Testing of Piles


PDA Test

D

No. 1 800.00 800.00 90% 10% 100% 800.00

TO COLLECTION 4,640.00 4,640.00


COLLECTION PAGE

From Page No. 9/1/4 ....................................... 161,088.00 161,088.00

From Page No. 9/2/4 ....................................... 22,507.20 22,507.20




From Page No. 9/3/4 ....................................... 4,640.00 4,640.00


A.FINAL SUMMARY

BILL NO. DESCRIPTION PAGEWORKDONE (QTY) AMOUNT

RATE (RM) AMOUNT(RM) prev. Current To Date DUE

1.0 PRELIMINARIES AND PREAMBLES 1/5/5 1,315,000.00 0% 0% 100% 1,315,000.00

2.0 BLOK PENTADBIRAN 2/7/7 1,476,019.80 0% 0% 100% 1,476,019.80

3.0 BLOK AKADEMIK 3/7/7 1,453,879.50 0% 0% 100% 1,453,879.50

4.0 DEWAN SERBAGUNA 4/4/4 315,291.10 0% 0% 100% 315,291.10

5.0 PERPUSTAKAAN 5/4/4 120,347.00 0% 0% 100% 120,347.00

6.0 KANTIN 6/4/4 354,786.30 0% 0% 100% 354,786.30

7.0 SURAU 7/4/4 471,018.20 0% 0% 100% 471,018.20

8.0 STADIUM 8/4/4 73,940.00 0% 0% 100% 73,940.00

9.0 KOLAM RENANG 9/4/4 188,235.20 0% 0% 100% 188,235.20

TOTAL TENDER SUM CARRIED TO FORM OF TENDER 5,768,517.10 100% 5,768,517.10

:: ::

::

3/1

BREAKDOWN FOR BLOK PENTADBIRAN

work done %ITEM DESCRIPTION UNIT QTY RATE AMOUNT % % % Total Workdone

(RM) (RM) prev. current to date (RM)

1 Substructure

Work Below Lowest Floor Finish L/S 1,001,900.00 100% 0% 100% 1,001,900.00

2 Superstructure

Frame L/S 299,900.00 100% 0% 100% 299,900.00

Upper Floors L/S 349,000.00 100% 0% 100% 349,000.00

Roof L/S 201,000.00 100% 0% 100% 201,000.00

Stairs L/S 245,500.00 100% 0% 100% 245,500.00

External Walls L/S 340,500.00 100% 0% 100% 340,500.00

Windows & External Doors L/S 300,600.00 100% 0% 100% 300,600.00

Internal Walls & Partitions L/S 203,400.00 100% 0% 100% 203,400.00

Internal Doors L/S 179,550.00 100% 0% 100% 179,550.00

3 Finishes

Internal Wall Finishes L/S 59,550.00 100% 0% 100% 59,550.00

Internal Floor Finishes L/S 50,000.00 100% 0% 100% 50,000.00

Internal Ceiling Finishes L/S 85,000.00 100% 0% 100% 85,000.00

External Finishes L/S 49,781.00 100% 0% 100% 49,781.00

Roof Finishes L/S 1,081,219.00 100% 0% 100% 1,081,219.00

Total Carried to FINAL SUMMARY 4,446,900.00 100% 4,446,900.00

breakdown/admin/pda/3(a)/3/12

4/1

BREAKDOWN FOR BLOK AKADEMIK

WORK DONE % ITEM DESCRIPTION UNIT QTY RATE AMOUNT(RM) % % % AMOUNT(RM)

prev current to date

1 Substructure


2 Superstructure

Frame L/S 545,780.00 100% 0% 100% 545,780.00

Upper Floors L/S 395,380.00 100% 0% 100% 395,380.00

Roof L/S 345,880.00 100% 0% 100% 345,880.00

Stairs L/S 793,280.00 100% 0% 100% 793,280.00





3 Finishes





Roof Finishes L/S 95,140.00 100% 0% 100% 95,140.00


breakdown/academic/pda/3(b)/4/12

5/1

BREAKDOWN FOR DEWAN SERBAGUNA & ASTAKA



1 Substructure

Work Below Lowest Floor Finish L/S 600,000.00 100% 0% 100% 600,000.00

2 Superstructure

Frame L/S 105,200.00 100% 0% 100% 105,200.00

Upper Floors L/S 90,000.00 100% 0% 100% 90,000.00

Roof L/S 80,000.00 100% 0% 100% 80,000.00

Stairs L/S 50,000.00 100% 0% 100% 50,000.00





3 Finishes





Roof Finishes L/S 100,000.00 100% 0% 100% 100,000.00


breakdown/hall/pda/3(c)/5/12

6/1

BREAKDOWN FOR PERPUSTAKAAN



1 Substructure


2 Superstructure

Frame L/S 98,407.00 100% 0% 100% 98,407.00

Upper Floors L/S 90,000.00 100% 0% 100% 90,000.00

Roof L/S 70,000.00 100% 0% 100% 70,000.00

Stairs L/S 30,000.00 100% 0% 100% 30,000.00





3 Finishes





Roof Finishes L/S 20,000.00 100% 0% 100% 20,000.00


breakdown/library/pda/3(d)/6/12

7/1

BREAKDOWN FOR KANTIN



1 Substructure


2 Superstructure

Frame L/S 95,000.00 100% 0% 100% 95,000.00

Upper Floors L/S - 0.00

Roof L/S 20,000.00 100% 0% 100% 20,000.00

Stairs L/S - 0.00





3 Finishes





Roof Finishes L/S 25,000.00 100% 0% 100% 25,000.00

Total Carried to FINAL SUMMARY 533,628.00 100% 533,628.00

breakdown/canteen/pda/3(e)/7/12

8/1

BREAKDOWN FOR SURAU



1 Substructure


2 Superstructure

Frame L/S 7,000.00 100% 0% 100% 7,000.00


Roof L/S 6,000.00 100% 0% 100% 6,000.00

Stairs L/S - 0.00





3 Finishes





Roof Finishes L/S 4,000.00 100% 0% 100% 4,000.00


breakdown/surau/pda/3(f)/8/12

9/1

BREAKDOWN FOR STADIUM



1 Substructure


2 Superstructure

Frame L/S 7,457,520.00 100% 0% 100% 7,457,520.00

Upper Floors L/S 3,671,680.00 100% 0% 100% 3,671,680.00

Roof L/S 2,271,680.00 100% 0% 100% 2,271,680.00

Stairs L/S 1,671,680.00 100% 0% 100% 1,671,680.00

External Walls L/S 2,421,680.00 100% 0% 100% 2,421,680.00




3 Finishes

Internal Wall Finishes L/S 1,520,466.76 100% 0% 100% 1,520,466.76

Internal Floor Finishes L/S 2,020,466.76 100% 0% 100% 2,020,466.76

Internal Ceiling Finishes L/S 1,020,466.76 100% 0% 100% 1,020,466.76

External Finishes L/S 3,620,466.76 100% 0% 100% 3,620,466.76

Roof Finishes L/S 970,466.76 100% 0% 100% 970,466.76


breakdown/stadium/pda/3(g)/9/12

10/1

BREAKDOWN FOR KOLAM RENANG



1 Substructure


2 Superstructure

Frame L/S 7,476.00 100% 0% 100% 7,476.00


Roof L/S 6,976.00 100% 0% 100% 6,976.00

Stairs L/S - 0.00





3 Finishes



Internal Ceiling Finishes L/S - 0.00


Roof Finishes L/S 6,020.00 100% 0% 100% 6,020.00


breakdown/pool/pda/3(h)/10/12

11/1

BREAKDOWN FOR M&E SERVICES



1 Services

Sanitary Appliances L/S 179,624.09 100% 0% 100% 179,624.09

Plumbing Installation L/S 359,624.09 100% 0% 100% 359,624.09

Refuse Disposal L/S 288,624.09 100% 0% 100% 288,624.09

Air-cond & Ventilation System L/S 3,656,167.80 100% 0% 100% 3,656,167.80

Electrical Installation L/S 4,071,315.69 100% 0% 100% 4,071,315.69

Fire Protection Installation L/S 2,000,000.00 100% 0% 100% 2,000,000.00

Lift & Conveyor Installation L/S 721,000.00 100% 0% 100% 721,000.00

Communication Installation L/S 1,571,315.69 100% 0% 100% 1,571,315.69

Special Installation L/S 3,470,935.05 100% 0% 100% 3,470,935.05

Builder's Profit & Attendance on Services L/S 345,354.40 100% 0% 100% 345,354.40

L/S 400,000.00 100% 0% 100% 400,000.00


breakdown/services/pda/4(a-c)/11/12

Builder's Work in Connection With Services

12/1

BREAKDOWN FOR EXTERNAL WORKS



1 External Works

Earthworks L/S 9,885,079.85 100% 0% 100% 9,885,079.85

Road Works and Carparks L/S 2,542,257.50 100% 0% 100% 2,542,257.50

Drainage Works L/S 1,527,253.50 100% 0% 100% 1,527,253.50

Sewerage Works including septic tank L/S 2,288,506.50 100% 0% 100% 2,288,506.50

Water Recticulation Works L/S 3,811,012.50 100% 0% 100% 3,811,012.50

Fencing and Gates L/S 1,781,004.50 100% 0% 100% 1,781,004.50

Landscape L/S 3,033,802.85 100% 0% 100% 3,033,802.85

Built-in Furniture L/S 20,304,827.50 100% 0% 100% 20,304,827.50


breakdown/ext.works/pda/5(a-h)/12/12

MATERIALS ON SITE

KOMPLEKS BELIA DAN SUKAN DAERAH JOHOR BAHRU, JOHOR DARUL TAKZIM

Interim Payment No : 06 Valuation Date : 7-Februari-11

KERAJAAN MALAYSIA

JABATAN KERJA RAYA

PERAKUAN BAYARAN INTERIM NO 6

TAJUK KERJA : KOMPLEKS BELIA DAN SUKAN DAERAH JOHOR BAHRU, JOHOR.

NAMA DAN ALAMAT : AP&F CONSTRUCTIONKONTRAKTOR No 258 , Jalan Macalister,

41200 Klang,Selangor Darul Ehsan.

NO. KONTRAK : 2722/2010-2011-1/01

PERAKUAN PERUNDING

Arkitek - Architects Quotes Jurukur Bahan - V-Build Properties Sdn. Bhd.

___________________________________________ _____________________________________________

COP & TANDATANGAN PERUNDING COP & TANDATANGAN PERUNDING

Tarikh: Tarikh:

Sivil & Struktur - SCIA Engineer Mekanikal & Elektrikal - Asia M&E

Consultants Sdn. Bhd.

___________________________________________ _____________________________________________

COP & TANDATANGAN PERUNDING COP & TANDATANGAN PERUNDING

Tarikh: Tarikh:

Kami dengan ini mengesahkan bahawa semua kerja - kerja yang telah disiapkan oleh kontraktor seperti yang dinyatakan di dalam Perakuan Bayaran Interim ini adalah mengikut dan mematuhi kehendak Kontrak, Lukisan dan Spesifikasi.

document.xls Attachment A

of 70

UNIVERSITI MALAYSIA PAHANG (UMP) - FASA 1B

KONTRAKTOR UTAMA: PEMBINAAN JAYA ZIRA SDN. BHD.SUMMARY OF CERTIFIED PROGRESS CLAIM.

Item Particulars

A B C = B - A D E = D - B

Remarks

1 Progress Claim No. 1 4,681,570.00 25-Nov-09 4,681,570.00 26-Nov-09 1 4,213,413.00 9-Dec-09 13 Retention RM 468,157.00

2 Progress Claim No. 2 6,971,912.94 23-Dec-09 6,971,912.94 24-Dec-09 1 6,274,721.65 18-Jan-10 25 Retention RM 679,191.29

3 Progress Claim No. 3 2,848,745.39 25-Jan-10 2,848,745.39 29-Jan-10 4 2,563,870.85 19-Feb-10 21 Retention RM 284,874.54

4 Progress Claim No. 4 3,232,576.46 20-Feb-10 3,232,576.46 25-Feb-10 4 2,909,318.82 24-Mar-10 29 Retention RM 323,257.64

5 Progress Claim No. 5 2,713,741.56 25-Mar-10 2,713,741.56 30-Mar-09 1 2,442,367.40 8-Apr-10 8 Retention RM 271,374.16

6 Progress Claim No. 6 2,349,001.10 29-Apr-10 2,349,001.10 30-Apr-10 1 2,114,100.99 17-May-10 17 Retention RM 234,900.11

.

Total Amount: 22,797,547.45 - 22,797,547.45 - - 20,517,792.71 - -

Claim Amount (RM)


Paid Amount (RM) Valuation

DateClaim

Certified Date

No of Days To Certified

Claims

Payments Received

Date

No of Days For

Payments Made

document.xls Attachment A

of 70

UNIVERSITI MALAYSIA PAHANG (UMP) - FASA 1B

KONTRAKTOR UTAMA: PEMBINAAN JAYA ZIRA SDN. BHD.SUMMARY OF CERTIFIED PROGRESS CLAIM.

Item Particulars

A B C = B - A D E = D - B

Remarks Claim Amount (RM)


Paid Amount (RM) Valuation

DateClaim

Certified Date

No of Days To Certified

Claims

Payments Received

Date

No of Days For

Payments Made